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Home My WebLink AboutPacket for PC 03-15-22_part 2© 2022 M+A Architects GENERAL NOTES CODE DATA SHEET INDEX SITE LOCATION MAP REVISIONS REVISION DATE DESCRIPTION ALTERNATES MEDVET INDIANAPOLIS -ANIMAL HOSPITAL 9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032 RENOVATION AND ADDITION PROJECT NO. 20297 CONTRACT DOCUMENTS04 MARCH 2022 775 YARD STREET, SUITE 325 | COLUMBUS, OHIO 43212 | PH (614) 764-0407 | FAX (614) 764-0237 H0.01 HVAC INDEX SHEET H1.01 FIRST FLOOR HVAC DEMOLITION H1.02 SECOND FLOOR HVAC DEMOLITION H1.03 ROOF HVAC DEMOLITION H2.01A FIRST FLOOR HVAC NEW WORK - AREA A H2.01B FIRST FLOOR HVAC NEW WORK - AREA B H2.01C FIRST FLOOR HVAC NEW WORK - AREA C H2.01D FIRST FLOOR HVAC NEW WORK A- AREA D H2.02 SECOND FLOOR HVAC ROOF PLAN H2.02A SECOND FLOOR HVAC NEW WORK - AREA A H2.02B SECOND FLOOR HVAC NEW WORK - AREA B H2.02C SECOND FLOOR HVAC NEW WORK - AREA C H2.02D SECOND FLOOR HVAC NEW WORK - AREA D H2.02E SECOND FLOOR HVAC NEW WORK - AREA E H2.03 ROOF HVAC NEW WORK H5.01 HVAC SCHEDULES H5.02 HVAC SCHEDULES H6.01 HVAC DETAILS H6.02 HVAC DETAILS E0.00 ELECTRICAL SYMBOLS AND LEGENDS E0.01 ELECTRICAL SITE PLAN - ENABLING / DEMO E0.02 ELECTRICAL SITE PLAN - NEW WORK E1.01 FIRST FLOOR - DEMOLITION PLAN E1.02 SECOND FLOOR - DEMOLITION PLAN E2.01A FIRST FLOOR - LIGHTING PLAN AREA A E2.01B FIRST FLOOR - LIGHTING PLAN AREA B E2.01C FIRST FLOOR - LIGHTING PLAN AREA C E2.01D FIRST FLOOR - LIGHTING PLAN AREA D E2.02A SECOND FLOOR - LIGHTING PLAN AREA A E2.02B SECOND FLOOR - LIGHTING PLAN AREA B E2.02C SECOND FLOOR - LIGHTING PLAN AREA C E2.02D SECOND FLOOR - LIGHTING PLAN AREA D E2.02E SECOND FLOOR - LIGHTING PLAN AREA E E3.01A FIRST FLOOR - POWER PLAN AREA A E3.01B FIRST FLOOR - POWER PLAN AREA B E3.01C FIRST FLOOR - POWER PLAN AREA C E3.01D FIRST FLOOR - POWER PLAN AREA D E3.01M FIRST FLOOR - MECHANICAL POWER PLAN E3.02A SECOND FLOOR - POWER PLAN AREA A E3.02B SECOND FLOOR - POWER PLAN AREA B E3.02C SECOND FLOOR - POWER PLAN AREA C E3.02D SECOND FLOOR - POWER PLAN AREA D E3.02E SECOND FLOOR - POWER PLAN AREA E E3.02M SECOND FLOOR - MECHANICAL POWER PLAN E3.03 ROOF - POWER PLAN E4.01 ELECTRICAL ENLARGED PLANS E5.01 ELECTRICAL SCHEDULES E5.02 ELECTRICAL SCHEDULES E5.03 ELECTRICAL SCHEDULES E5.04 ELECTRICAL SCHEDULES E6.01 ONE LINE DIAGRAM - EXISTING E6.02 ONE LINE DIAGRAM - NEW WORK E6.03 ONE LINE SCHEDULES E6.04 ONE LINE SCHEDULES E7.01 ELECTRICAL DETAILS E7.02 ELECTRICAL DETAILS E7.03 ELECTRICAL DETAILS T0.00 TECHNOLOGY SYMBOLS AND LEGENDS T2.01A FIRST FLOOR - TECHNOLOGY PLAN - AREA A T2.01B FIRST FLOOR - TECHNOLOGY PLAN - AREA B T2.01C FIRST FLOOR - TECHNOLOGY PLAN - AREA C T2.01D FIRST FLOOR - TECHNOLOGY PLAN - AREA D T2.02A SECOND FLOOR - TECHNOLOGY PLAN - AREA A T2.02B SECOND FLOOR - TECHNOLOGY PLAN - AREA B T2.02C SECOND FLOOR - TECHNOLOGY PLAN - AREA C T2.02D SECOND FLOOR - TECHNOLOGY PLAN - AREA D T2.02E SECOND FLOOR - TECHNOLOGY PLAN - AREA E T4.01 TECHNOLOGY DETAILS A8.00 FINISH LEGEND A8.01 ROOM FINISH SCHEDULE A8.02 INTERIOR DETAILS A8.10A FIRST FLOOR FINISH PLAN - AREA A A8.10B FIRST FLOOR FINISH PLAN - AREA B A8.10C FIRST FLOOR FINISH PLAN - AREA C A8.10D FIRST FLOOR FINISH PLAN - AREA D A8.20A SECOND FLOOR FINISH PLAN - AREA A A8.20B SECOND FLOOR FINISH PLAN - AREA B A8.20C SECOND FLOOR FINISH PLAN - AREA C A8.20D SECOND FLOOR FINISH PLAN - AREA D A8.20E SECOND FLOOR FINISH PLAN - AREA E A9.01 MILLWORK ELEVATIONS A9.02 MILLWORK ELEVATIONS A9.03 MILLWORK ELEVATIONS A9.04 MILLWORK ELEVATIONS A9.05 MILLWORK ELEVATIONS A9.06 MILLWORK ELEVATIONS A9.07 MILLWORK ELEVATIONS A9.08 MILLWORK ELEVATIONS A9.09 MILLWORK ELEVATIONS A9.10 MILLWORK ELEVATIONS A9.11 MILLWORK ELEVATIONS A9.12 MILLWORK ELEVATIONS A9.20 MILLWORK DETAILS A9.21 MILLWORK DETAILS A9.22 MILLWORK DETAILS A9.23 MILLWORK DETAILS A9.24 MILLWORK DETAILS A10.00 DOOR SCHEDULE & DETAILS A10.01 DOOR SCHEDULE A10.02 STOREFRONT ELEVATIONS & DETAILS S0.00 STRUCTURAL NOTES S0.01 COLUMN SCHEDULE S1.01 FOUNDATION PLAN S2.01 SECOND FLOOR / LOW ROOF FRAMING PLAN S2.02 ROOF FRAMING PLAN S2.03 SCREENWALL FRAMING PLAN S3.01 FOUNDATION DETAILS S4.01 FRAMING DETAILS S4.02 FRAMING DETAILS S5.01 ROOF DETAILS F0.01 FIRE PROTECTION INDEX SHEET F2.01 FIRST FLOOR FIRE PROTECTION NEW WORK F2.02 SECOND FLOOR FIRE PROTECTION NEW WORK P0.01 PLUMBING INDEX SHEET P1.00 UNDERFLOOR PLUMBING DEMOLITION P1.01 FIRST FLOOR PLUMBING DEMOLITION P1.02 SECOND FLOOR PLUMBING DEMOLITION P1.03 ROOF PLUMBING DEMOLITION P1.11 FIRST FLOOR MEDICAL GAS DEMOLITION P2.00 UNDERFLOOR PLUMBING NEW WORK P2.01A FIRST FLOOR PLUMBING NEW WORK - AREA A P2.01B FIRST FLOOR PLUMBING NEW WORK - AREA B P2.01C FIRST FLOOR PLUMBING NEW WORK - AREA C P2.01D FIRST FLOOR PLUMBING NEW WORK - AREA D P2.02B SECOND FLOOR PLUMBING NEW WORK - AREA B P2.02C SECOND FLOOR PLUMBING NEW WORK - AREA C P2.02D SECOND FLOOR PLUMBING NEW WORK - AREA D P2.02E SECOND FLOOR PLUMBING NEW WORK - AREA E P2.03 ROOF PLUMBING NEW WORK P3.01 FIRST FLOOR MEDICAL GAS NEW WORK P3.02 SECOND FLOOR MEDICAL GAS NEW WORK P5.01 PLUMBING SCHEDULES P6.01 PLUMBING DETAILS P6.02 PLUMBING DETAILS P6.03 PLUMBING DETAILS P7.01 PLUMBING STACKS P7.02 PLUMBING STACKS A0.00 COVER SHEET C0.1 DEMOLITION PLAN C1.1 STAKING PLAN C1.2 STAKING DETAILS C2.1 GRADING & STORM SEWER PLAN C2.2 STORM SEWER DETAILS C2.3 STORM SEWER PROFILES C2.4 EROSION CONTROL PLAN C2.5 EROSION CONTROL DETAILS C3.1 UTILITY PLAN C3.2 UTILITY DETAILS L-1 LANDSCAPE PLAN L-2 PLANT LIST AND DETAILS A0.01 SYMBOLS & ABBREVIATIONS A0.02 INTERIOR PARTITION SCHEDULE A0.03 TYP MOUNTING HEIGHTS A0.04 ACCESSIBILITY STANDARDS A0.30 UL DESIGN NO. U415 A0.31 UL DESIGN NO. U419 A0.32 UL DESIGN NO. U455 & U905 A0.50 FIRST FLOOR LIFE SAFETY PLAN A0.51 SECOND FLOOR LIFE SAFETY PLAN A0.90 PHASING PLAN A1.10 OVERALL FIRST FLOOR DEMO PLAN A1.20 OVERALL SECOND FLOOR DEMO PLAN A1.30 OVERALL ROOF DEMO PLAN A1.40 DEMO - EXTERIOR ELEVATIONS A2.00 ARCHITECTURAL SITE PLAN A2.01 SITE PLANS, ELEVATIONS AND DETAILS A2.02 SITE PLANS, ELEVATIONS AND DETAILS A2.10 OVERALL FIRST FLOOR NEW WORK PLAN A2.10A FIRST FLOOR NEW WORK PLAN - AREA A A2.10B FIRST FLOOR NEW WORK PLAN - AREA B A2.10C FIRST FLOOR NEW WORK PLAN - AREA C A2.10D FIRST FLOOR NEW WORK PLAN - AREA D A2.20 OVERALL SECOND FLOOR NEW WORK PLAN A2.20A SECOND FLOOR NEW WORK PLAN - AREA A A2.20B SECOND FLOOR NEW WORK PLAN - AREA B A2.20C SECOND FLOOR NEW WORK PLAN - AREA C A2.20D SECOND FLOOR NEW WORK PLAN - AREA D A2.20E SECOND FLOOR NEW WORK PLAN - AREA E A2.30 FIRST FLOOR ROOF PLAN A2.31 SECOND FLOOR ROOF PLAN A3.10 OVERALL FIRST FLOOR REFLECTED CEILING PLAN A3.10A FIRST FLOOR RCP - AREA A A3.10B FIRST FLOOR RCP - AREA B A3.10C FIRST FLOOR RCP - AREA C A3.10D FIRST FLOOR RCP - AREA D A3.20 OVERALL SECOND FLOOR REFLECTED CEILING PLAN A3.20A SECOND FLOOR RCP - AREA A A3.20B SECOND FLOOR RCP - AREA B A3.20C SECOND FLOOR RCP - AREA C A3.20D SECOND FLOOR RCP - AREA D A3.20E SECOND FLOOR RCP - AREA E A4.10 OVERALL FIRST FLOOR EQUIPMENT PLAN A4.10A FIRST FLOOR EQUIPMENT PLAN - AREA A A4.10B FIRST FLOOR EQUIPMENT PLAN - AREA B A4.10C FIRST FLOOR EQUIPMENT PLAN - AREA C A4.10D FIRST FLOOR EQUIPMENT PLAN - AREA D A4.20 OVERALL SECOND FLOOR EQUIPMENT PLAN A4.20A SECOND FL EQUIPMENT PLAN - AREA A A4.20B SECOND FL EQUIPMENT PLAN - AREA B A4.20C SECOND FL EQUIPMENT PLAN - AREA C A4.20D SECOND FL EQUIPMENT PLAN - AREA D A4.20E SECOND FL EQUIPMENT PLAN - AREA E A5.01 ENLARGED TOILET PLANS AND ELEVATIONS A5.02 ENLARGED KENNEL RUNS AND ELEVATIONS A6.01 EXTERIOR ELEVATIONS A6.02 EXTERIOR ELEVATIONS A7.01 EXTERIOR WALL SECTIONS A7.02 EXTERIOR WALL SECTIONS A7.03 EXTERIOR WALL SECTIONS A7.04 EXTERIOR WALL SECTIONS A7.05 ELEVATOR - PLANS, SECTIONS & DETAILS A7.06 STAIR - PLANS, SECTIONS & DETAILS A7.07 EXTERIOR DETAILS A7.08 EXTERIOR DETAILS SEE LIFE SAFETY PLAN A0.50 & A0.51 PROJECT LOCATION: MEDVET CARMEL 650 MAYFLOWER PARK DRIVE CARMEL, INDIANA 46032 1. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL GOVERNING CODES AND ORDINANCES, INCLUDING ALL FEDERAL, STATE, LOCAL AND LIFE SAFETY CODES, INCLUDING BUT NOT NECESSARILY LIMITED TO THE 2012 INTERNATIONAL BUILDING CODE (IBC), THE INDIANA BUILDING CODE (2014 EDITION)., THE 2010 A.D.A. GUIDELINES, AND ALL CODES AND REFERENCES NOTED ELSEWHERE ON THESE DRAWINGS OR APPLICABLE DUE TO GOVERNING CODE. 2. REPORT ANY CONFLICTS OR INCONSISTENCIES TO THE ARCHITECT BEFORE PROCEEDING WITH ANY WORK. 3. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTORS TO INITIATE, MAINTAIN, AND SUPERVISE ALL SAFETY MEASURES, PRECAUTIONS, AND PROGRAMS IN CONNECTION WITH THE WORK. 4. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL CONDITIONS; BEFORE PROCEEDING WITH ANY WORK, ALL DISCREPANCIES BETWEEN FIELD CONDITIONS AND DRAWINGS SHALL BE REPORTED TO A/E. 5. FIELD VERIFY ALL DIMENSIONS REQUIRED FOR EQUIPMENT PRIOR TO INSTALLATION. COORDINATE LAYOUT WITH OWNER TO ACCOMMODATE ACTUAL SIZES NEEDED. 6. OBTAIN ANY MISSING DIMENSIONS OR INFORMATION FROM THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. DO NOT SCALE ANY DRAWINGS. 7. DO NOT DEMOLISH ANYTHING NOT SPECIFICALLY NOTED ON THESE PLANS. IF CONCEALED ITEMS ARE DISCOVERED IN EXISTING WALLS (OR OTHER CONSTRUCTION ASSEMBLIES) GENERALLY NOTED AS "TO BE DEMOLISHED," THEN DO NOT PROCEED WITH DEMOLITION WITHOUT RECEIVING CONSENT FROM THE ARCHITECT (AND THE CONSULTING ENGINEER, WHEN APPLICABLE). 8. SOME DETAILS, SYSTEMS, AND MEANS OF CONSTRUCTION ARE SHOWN TYPICALLY FOR A SINGLE CONSTRUCTION. WITH REASONABLE MODIFICATION THEY CAN BE APPLIED TO ALL REMAINING SIMILAR DETAILS BY THE CONTRACTOR. 9. CONTRACTOR IS ENCOURAGED TO VISIT THE SITE PRIOR TO BIDDING TO DETERMINE THE ACTUAL SITE CONDITIONS. 10. THE ARCHITECT AND ENGINEERING CONSULTANTS SHALL NOT BE RESPONSIBLE FOR THE MEANS, METHODS, PROCEDURES, TECHNIQUES, OR SEQUENCES OF CONSTRUCTION NOT HEREIN SPECIFIED. 11. ALL EQUIPMENT SHOWN DIAGRAMMATICALLY ONLY. PROVIDE DETAILED DESIGN AS WELL AS ALL INTEGRATED SYSTEM REQUIREMENTS PRIOR TO FABRICATION AND OR INSTALLATION. 12. ALL EQUIPMENT, MILLWORK, AND CABINETRY ARE SHOWN DIAGRAMMATICALLY ONLY. PROVIDE DETAILED DESIGN AS WELL AS ALL MECHANICAL AND ELECTRICAL AND/OR REQUIREMENTS PRIOR TO FABRICATION/INSTALLATION. 13. CUTTING AND PATCHING SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR REQUIRING SUCH WORK. REFER TO GENERAL CONDITIONS. 14. ALL COORDINATION SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR HIS DESIGNEE. 15. WORK MAY BE REQUIRED TO BE PERFORMED OFF-HOURS. VERIFY WORK HOURS REQUIREMENTS WITH THE OWNER AND INCLUDE COSTS FOR SAME IN BID. 16. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF HIS OWN WORK UNTIL FINAL ACCEPTANCE. ALL ASSEMBLIES ARE DESIGNED TO BE SELF- SUFFICIENT WHEN IN PLACE AND SHOULD HAVE NECESSARY MEANS OF TEMPORARY PROTECTION PRIOR TO FINAL COMPLETION. 17. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY REMOVAL OF HIS/HER SPOILS, CUTTINGS, DROPPINGS, EXCESS MATERIAL AND DEBRIS. 18. IN THE EVENT THAT A CONFLICT OF RESPONSIBILITY OCCURS FOR A PART OF THE WORK, THE CONTRACTOR WHO IS RESPONSIBLE FOR THE CSI SPECIFICATION DIVISION IN WHICH THE WORK IS CUSTOMARILY PLACED WILL PERFORM THE WORK. 19. ALL CONTRACTORS SHALL REFER TO MECHANICAL, ELECTRICAL, PLUMBING AND F,F&E DRAWINGS FOR INFORMATION PERTAINING TO THAT SPECIFIC TRADE, WHICH MAY IMPACT THEIR TRADE'S WORK. FIELD VERIFY & COORDINATE PLACEMENT OF ALL RESPECTIVE M/E/P FIXTURES AND/OR F,F&E ITEMS, AND REPORT ALL DISCREPANCIES TO A/E BEFORE PROCEEDING WITH WORK. 20. IF DIRECTIONS ON THESE PLANS CONFLICT WITH DIRECTION ESTABLISHED BY THE OWNER, THEN CONTACT THE OWNER OR THE ARCHITECT FOR CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK. 21. ABIDE BY ALL OWNER'S TYPICAL REQUIREMENTS REGARDING TEMPORARY FACILITIES, INFECTION CONTROL, JOBSITE ACCESS AND SECURITY, AND ALL OTHER APPLICABLE TYPICAL OWNER REQUIREMENTS. 22. ALL RATED FIRE ASSEMBLIES MUST HAVE THE PROPER U.L. RATING. IF WORK HEREIN REQUIRES CUTTING OF EXISTING RATED ASSEMBLIES, THEN PATCHING SHALL CONFORM TO THE ORIGINAL OR LATEST REQUIREMENTS OF THE RELEVANT U.L. RATING. REFER TO THE SPECIFICATIONS FOR MORE INFORMATION. 23. ERECT DUST BARRIERS AS REQUIRED TO PREVENT TRANSFER OF CONSTRUCTION DUST TO NEIGHBORING SPACES. PROVIDE ALL CONTAINMENT AND INFECTION CONTROL PROTOCOLS REQUIRED BY THE OWNER. 24. PROVIDE FRT BLOCKING IN WALLS, AS REQUIRED, IN ORDER TO SECURE ALL EQUIPMENT, ACCESSORIES, HANDRAILS, HARDWARE, CASEWORK, ETC. COORDINATE WITH APPROPRIATE TRADE AND/OR MANUFACTURER AND THE CORRESPONDING INSTALLATION AGENT. BLOCKING TO IS NOT NECESSARY FOR WALL MOUNTED BIO HAZARD CONTAINERS, SHARPS BOX CONTAINERS, SOAP DISPENSERS, GLOVE DISPENSERS OR TOWEL DISPENSERS. 25. REFER TO THE SPECIFIC SCHEDULES FOR DESCRIPTIONS OF DOOR TYPES, GLASS TYPES, HARDWARE SETS AND ACCESSORIES. 26. PROVIDE TRANSITION STRIPS AT ALL FLOOR INTERSECTIONS OF DIFFERENT MATERIALS, EXCEPT AS MAY BE PROVIDED OTHERWISE BY OWNER DIRECTION. 27. DIFFERENT FLOOR MATERIALS SHALL MEET UNDER THE CENTERLINE OF DOORS UNLESS NOTED OTHERWISE. 28. SEPARATE DISSIMILAR METALS TO PREVENT CORROSION CAUSED BY ELECTROLYTIC ACTION OR OTHER CAUSES AS RECOMMENDED BY THE RESPECTIVE PRODUCT MANUFACTURER/SUPPLIER. 29. REFER TO THE PROJECT MANUAL AND GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION FOR ADDITIONAL REQUIREMENTS FOR COMPLETION AND ADMINISTRATION OF THE PROJECT. 30 REFER TO THE PROJECT MANUAL FOR INFORMATION REGARDING THE DOCUMENTATION OF COMPLETED BLOCKING PRIOR TO CONCEALMENT BY SUBSEQUENT CONSTRUCTION. 1650 WATERMARK DRIVE | COLUMBUS, OHIO 43215-7010 | PH. (614) 487-1650 | FAX (614) 487-8981 | CSMEPTKORDA/ NEMETH ENGINEERING, INC. - NONE AT THIS TIME 9240 Robinhood Circle | Westerville, Ohio 43082 | PH. (614) 530-5273 | bking@kla-studios.com | LANDSCAPE ARCHITECTURE + SITE PLANNINGkla studios - R/WR/WR/WR/WR/WR/WR/WR/WR/WR/W94.7'95.2'143.6'3.1'8.2'TC: 884.41Inv. 12" N 882.01Inv. 15" S 882.01TC: 884.98Inv. 10" E 883.23TC: 884.92Inv. Unable to OpenTC: 884.90Inv. Unable to OpenTC: 884.41Inv. 15" W 882.66TC: 885.76Inv. Unable to OpenTC: 884.12GCOCOCOMMTTTTTEx. End SectionInv. 881.42Ex. End SectionInv. 881.28Ex. End SectionInv. 881.62Ex. End SectionInv. 880.88Ex. End SectionInv. 881.12Ex. End SectionInv. 880.90Ex. End SectionInv. 882.38Ex. End SectionInv. 881.65Ex. End SectionInv. 882.43Ex. End SectionInv. 882.408"W 8"W 8"W PLPLPLPLPLPL PL PL PLPLPL 2"W2"W2"W10"STM12"STM15"STM15"STMSTME E E E GGGGSANSANSANR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W94.7'95.2'143.6'3.1'8.2'TC: 884.41Inv. 12" N 882.01Inv. 15" S 882.01TC: 884.98Inv. 10" E 883.23TC: 884.92Inv. Unable to OpenTC: 884.90Inv. Unable to OpenTC: 884.41Inv. 15" W 882.66TC: 885.76Inv. Unable to OpenTC: 884.12GCOCOCOMMTTTTTEx. End SectionInv. 881.42Ex. End SectionInv. 881.28Ex. End SectionInv. 881.62Ex. End SectionInv. 880.88Ex. End SectionInv. 881.12Ex. End SectionInv. 880.90Ex. End SectionInv. 882.38Ex. End SectionInv. 881.65Ex. End SectionInv. 882.43Ex. End SectionInv. 882.408"W 8"W 8"W PLPLPLPLPLPL PL PL PLPLPL 2"W2"W2"W10"STM12"STM15"STM15"STMSTME E E E GGGGSANSANSAN111222 2213345677SAVESAVESAVESAVESAVESAVESAVESAVESAVEEXISTING BUILDING88DEMOLITION LEGENDPROPOSEDEXISTINGGENERAL NOTES:1.DISPOSE OF CONSTRUCTION DEBRIS OFF-SITE IN ACCORDANCE WITHLOCAL CODES.2.REMOVE AND DISPOSE OF ON SITE FEATURES AS SHOWN ON THE PLAN.3.SAW-CUT EXISTING PAVEMENT AT LIMITS OF PAVEMENT REMOVAL TOFULL DEPTH USING CARE TO CUT NEAT, STRAIGHT LINES. CUT ATEXISTING JOINTS WHERE POSSIBLE.4.CONTRACTOR TO PROTECT EXISTING SITE FEATURES TO REMAINOUTSIDE CONSTRUCTION LIMITS. REPAIR ANY DAMAGE TO THESATISFACTION OF THE OWNER AT NO ADDITIONAL COST.5.CONTROL DUST AT THE SITE. PROVIDE STREET CLEANING WHENNECESSARY, AND WHEN REQUESTED BY OWNER.6.GRADE SITE DURING CONSTRUCTION TO PROVIDE POSITIVE DRAINAGETO EXISTING AND/OR PROPOSED STORM WATER MANAGEMENTSYSTEMS.7.PERFORM WORK IN ACCORDANCE WITH LOCAL CODES ANDREGULATIONS.CODED NOTES:X1.PROTECT EXISTING PAVEMENT/SIDEWALK TO REMAIN.2.PROTECT EXISTING CONCRETE CURB TO REMAIN.3.SAWCUT EXISTING PAVEMENT WITH NEAT, STRAIGHT LINES. MATCHEXISTING PAVEMENT GRADE AT THIS POINT.4.PROTECT EXISTING UTILITY STRUCTURE TO REMAIN. ADJUST TO FINALGRADE.5.COVER EXISTING PAVEMENT MARKINGS WITH 2 COATS OF BLACK PAINTAND RESTRIPE.6.CONTRACTOR TO COORDINATE WITH OWNER TO REMOVE/RELOCATEEXISTING SIGN.7.REMOVE EXISTING SIGN AND ASSOCIATED FOUNDATION.8.EXISTING GUARDRAIL TO BE REMOVED WHERE IN CONFLICT WITH NEWMULTI-USE PATH.0GRAPHIC SCALESCALE IN FEET306090REMOVE EXISTING ASPHALT, GRAVEL, ANDCONCRETE PAVEMENT, CONCRETESIDEWALK, BUILDING FOUNDATION, ANDPAVEMENT BASE MATERIALSEXISTING WETLAND TO BE PROTECTEDREMOVE EXISTING TREEPROTECT EXISTING TREE TO REMAINREMOVE EXISTING CONCRETECURBSAVEREFER TO SHEET TOPOGRAPHIC SURVEYREVISION:PROJECT NUMBER:20297Sheet Name:© 2021 M+A Architects04 MARCH 2022DATE:SHEET NUMBER:RENOVATION AND ADDITION MEDVET CARMEL - ANIMAL HOSPITAL 9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032STATUS:PROJECT NUMBER:CHECKED BY:DESIGNED BY:1650 WATERMARK DRIVECOLUMBUS, OHIO 43215SUITE 200DRAWN BY:2021-0012DEMOLITION PLANC0.1AWMAWMJDB XXXXXXXXXXESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMTESMTESMTESMTESMTESMT3.1'8.2'ESMTESMTESMTESMTESMTESMTESMTESMTPLPLPLPLPLPL PL PL PLPLPLWetland HCHCHCHCHCVANR/WR/W10 SPACES @ 9'=90'-0"10 SPACES @ 9'=90'-0"18'-0"25'-0"18'-0"25'-0"9 SPACES @ 9'=82'-0"14 SPACES @ 9'=126'-0"25'-0"4 SPACES@ 9'=36'-0"5 SPACES @ 9'=45'-0"25'-0"9'5'9'9'9'9'5'8'18'-0"18'-0"123425'-0"R20'-0"R20'-0"EXISTING BUILDING5555555PROPOSEDBUILDINGADDITION4'7'-6"4'-6"4'-0"STAKING LEGENDEXISTINGPROPOSEDHCX1.DIMENSIONS AND COORDINATES ARE GIVEN TO FACE OF CURB AND FACE OF BUILDINGUNLESS OTHERWISE NOTED.2.CURB AND SIDEWALK RADII SHALL BE 5'-0" UNLESS OTHERWISE NOTED.3.PROVIDE STRIPING AND SYMBOLS AS SHOWN PER INDOT ITEM 808. TYPICAL LINE WIDTHSHALL BE 4 INCHES, COLOR WHITE.4.STANDARD PARKING STALL DIMENSIONS ARE 9'-0" IN WIDTH BY 20'-0" IN LENGTH UNLESSOTHERWISE NOTED.5.SAWCUT FULL DEPTH SIDEWALK AND PAVEMENT WHERE NEW WORK ABUTS EXISTINGCONSTRUCTION. TAKE CARE TO PROVIDE NEAT STRAIGHT LINES. PROVIDE PAVEMENTSEALANT PER INDOT ITEM 401 AT JOINT BETWEEN EXISTING AND NEW ASPHALT. REMOVECONCRETE TO NEAREST JOINT. PROVIDE 12" PREFORMED EXPANSION JOINT FILLER BETWEENNEW AND EXISTING CONSTRUCTION.6.ANY PROPERTY PINS DAMAGED AS PART OF CONSTRUCTION SHALL BE RESET BY AN INDIANAREGISTERED SURVEYOR.7.PROVIDE 4 HANDICAP ACCESSIBLE PARKING SIGNS AND 1 VAN ACCESSIBLE PARKING SIGNS ASSHOWN ON DETAIL C/C1.2. FINAL LOCATION OF SIGNS TO BE DETERMINED BY ARCHITECT.8.MAINTAIN PEDESTRIAN AND VEHICULAR ACCESS TO ADJACENT BUILDINGS AT ALL TIMESDURING CONSTRUCTION.9.REFER TO ARCHITECTURAL DRAWINGS FOR ALL SITE SIGNAGE NOT SHOWN ON THIS SHEET.10.BUILDING COORDINATES PROVIDED FOR BUILDING LOCATION ONLY. REFER TOARCHITECTURAL PLANS FOR BUILDING LAYOUT.11.PROVIDE CONTROL JOINTS PER DETAIL D/C1.2. PROVIDE ISOLATION JOINTS WHERE NEWCONCRETE ABUTS EXISTING STRUCTURES PER DETAIL E/C1.2 AND PER SPECIFICATIONS.1.PROPOSED EMERGENCY GENERATOR. REFER TO ELECTRICAL SHEETS.2.PROPOSED UTILITY SERVICE TRANSFORMER. REFER TO ELECTRICAL SHEETS.3.PROPOSED MEDGAS ENCLOSURE. REFER TO ARCHITECTURAL SHEETS.4.BICYCLE RACK PER DETAIL F/C1.2 (TYP. 2).5.SAW-CUT EXISTING PAVEMENT WITH NEAT, STRAIGHT LINES. MATCH EXISTING PAVEMENTGRADE AT THIS POINT.0GRAPHIC SCALESCALE IN FEET306090GENERAL NOTES:CODED NOTES:STRAIGHT CURB PER STD. DWG. 10-16PAVEMENTWALKSCORECONSTRUCTION LIMITSPAINTED WHEELCHAIR SYMBOLHANDICAPPED PARKING SIGNPER DETAIL C/C1.2LIGHT DUTY ASPHALT PER DETAILB/C1.2CONCRETE SIDEWALK PER STD. DWG.10-18 OR 10-19REFER TO TOPOGRAPHIC SURVEYREVISION:PROJECT NUMBER:20297Sheet Name:© 2021 M+A Architects04 MARCH 2022DATE:SHEET NUMBER:RENOVATION AND ADDITION MEDVET CARMEL - ANIMAL HOSPITAL 9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032STATUS:PROJECT NUMBER:CHECKED BY:DESIGNED BY:1650 WATERMARK DRIVECOLUMBUS, OHIO 43215SUITE 200DRAWN BY:2021-0012STAKING PLANC1.1AWMAWMJDBBUILDING/WALLPARKING CALCULATIONUSESQUARE FOOTAGEMINIMUMVETERINARY HOSPITAL30,305 SF1:300 SF = 101REQUIRED PARKING101EXISTING PARKING TO REMAIN41PROPOSED PARKING56TOTAL PARKING97REQUIRED ADA PARKING (VAN/TOTAL)1/5PROPOSED ADA PARKING (VAN/TOTAL)1/5HEAVY DUTY ASPHALT PER DETAILA/C1.2FENCE. REFER TO ARCHITECTURALDETAILSGENERAL ZONING & PROJECT INFORMATIONADDRESS:650 MAYFLOWER PARK DRPARCEL NO.:17-13-07-00-09-002.000EXISTING ZONINGCLASSIFICATION/DISTRICT:I-1TOTAL SITE AREA:4.52 ACFRONT BUILDING SETBACK:15'SIDE BUILDING SETBACK:5'REAR BUILDING SETBACK:15'PROPOSED BUILDING HEIGHT:35'-0"BUILDING USE:VETERINARY HOSPITALEXISTING BUILDING AREA (SF):15,205PROPOSED BUILDING ADDITION AREA(SF):15,100TOTAL BUILDING AREA (SF):30,305MAXIMUM LOT COVERAGE:90%EXISTING LOT COVERAGE20.3%PROPOSED LOT COVERAGE:35.4%LIGHT FIXTURE. REFER TOELECTRICAL SHEETS.MULTI-USE PATH PER STD. DWG.10-20HEAVY DUTY CONCRETE PER DETAILG/C1.2 REVISION:PROJECT NUMBER:20297Sheet Name:© 2021 M+A Architects04 MARCH 2022DATE:SHEET NUMBER:RENOVATION AND ADDITION MEDVET CARMEL - ANIMAL HOSPITAL 9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032STATUS:PROJECT NUMBER:CHECKED BY:DESIGNED BY:1650 WATERMARK DRIVECOLUMBUS, OHIO 43215SUITE 200DRAWN BY:2021-0012STAKING DETAILSC1.2AWMAWMJDB1 1/4" HMA SURFACE, TYPE "C",1 3/4" HMA INTERMEDIATE, TYPE "C"5" HMA BASE, TYPE "C"TACK COAT, APPLIED AT ARATE OF 0.10 GAL PER SQ. YD.NOTES:1.COMPOSE HOT MIX ASPHALT MIXTURE WITH AGGREGATE AND ASPHALT BINDER MEETING INDOT REQUIREMENTS.2.SUBMIT AN APPROVED JOB MIX FORMULA INCLUDING MIX TYPE PROPOSED FOR USE, AGGREGATESOURCE, TYPE, AND GRADATION, PERCENT OF ASPHALT BINDER, AND UNIT WEIGHT OF THE MIXTURE.3.OBTAIN JOB MIX FORMULA APPROVAL BY PROVIDING A PREVIOUSLY INDOT APPROVED FORMULA .4.PROVIDE COMPACTION RANGING FROM 90 TO 97.9% OF THE AVERAGE MAXIMUM SPECIFIC GRAVITYFOR SURFACE COURSE AND 90 TO 96.9% FOR INTERMEDIATE COURSE. REMOVE AND REPLACEMATERIAL PLACED OUTSIDE OF SAID RANGES. PROVIDE REPLACEMENT PAVEMENT AND QUALITYASSURANCE TESTING AT NO ADDITIONAL COST TO THE OWNER.4" COMPACTED AGGREGATE, NO. 53COMPACTED SUBGRADEDETAILHEAVY DUTY ASPHALT PAVEMENT N.T.S.ANOTES:1.COMPOSE HOT MIX ASPHALT MIXTURE WITH AGGREGATE AND ASPHALT BINDER MEETING INDOT REQUIREMENTS.2.SUBMIT AN APPROVED JOB MIX FORMULA INCLUDING MIX TYPE PROPOSED FOR USE, AGGREGATESOURCE, TYPE, AND GRADATION, PERCENT OF ASPHALT BINDER, AND UNIT WEIGHT OF THE MIXTURE.3.OBTAIN JOB MIX FORMULA APPROVAL BY PROVIDING A PREVIOUSLY INDOT APPROVED FORMULA.4.PROVIDE COMPACTION RANGING FROM 90 TO 97.9% OF THE AVERAGE MAXIMUM SPECIFIC GRAVITYFOR SURFACE COURSE AND 90 TO 96.9% FOR INTERMEDIATE COURSE. REMOVE AND REPLACEMATERIAL PLACED OUTSIDE OF SAID RANGES. PROVIDE REPLACEMENT PAVEMENT AND QUALITYASSURANCE TESTING AT NO ADDITIONAL COST TO THE OWNER.1 1/4" HMA SURFACE, TYPE "C"1 3/4" HMA INTERMEDIATE, TYPE "C"TACK COAT, APPLIED AT ARATE OF 0.10 GAL PER SQ. YD.8" COMPACTED AGGREGATE, NO. 53COMPACTED SUBGRADE, INDOTDETAILN.T.S.BLIGHT DUTY ASPHALT PAVEMENT8"FOR ELEVATIONSEE SITE PLAN2'-0"6"EXISTING ASPHALTPAVEMENTLIGHT BROOM FINISH8" THICK CONCRETE SLAB6" INDOT ITEM 301 AGGREGATE BASECOMPACTED SUBGRADE, PERSPECIFICATION SECTION 31 00 00NOTES:1.PROVIDE JOINTS AS INDICATED ON DRAWINGS. IN ABSENCE OF INFORMATION ON THE DRAWINGS,LOCATE AS SPECIFIED IN SECTION 32 13 00.2.PROVIDE CONTROL AND ISOLATION JOINTS PER DETAILS D AND E, THIS SHEET.3.DISSIPATING CURING COMPOUND: COMPLY WITH ASTM C309-98A, TYPE 1, CLASS B (CLEAR), EXCEPTMOISTURE LOSS NOT TO EXCEED 0.40 KG/SQ M. IN 72 HOURS. COMPOUND SHALL COMPLY WITH EPA'SVOC REQUIREMENTS. APPLY AT THE MANUFACTURER'S WRITTEN RECOMMENDED APPLICATION RATE.COMPLETELY REMOVE CURING COMPOUND PRIOR TO APPLICATION OF PENETRATING SEALER.4.PENETRATING SEALER: ACCEPTABLE PRODUCTS OR APPROVED EQUAL:A. L&M CONSTRUCTION CHEMICALS - AQUAPEL PLUS 40B. PROSOCO - SALTGUARD WBC. HULS AMERICA INC. - CHEM-TRETE BSM 40D. MASTER BUILDERS INC. - MASTERSEAL SL 40E. LYMTAL INTERNATIONAL - ISO-FLEX 618-50 WBF. BASF - ENVIROSEAL 40 OR HYDROZO SILANE 40G. TEX-COTE - RAINSTOPPER RS1405.IF CONCRETE INSTALLED OCTOBER-MARCH, WAIT UNTIL APRIL-SEPTEMBER TO APPLY PENETRATINGSEALER. IF SCHEDULE DOES NOT ALLOW FOR APPLICATION OF SEALER, PROVIDE CREDIT FORNON-PERFORMANCE.DETAILHEAVY DUTY CONCRETE SLABN.T.S.G10"3'-0" (MIN.)5'-0" (MIN.)12"SIGNFACEDETAILPARKING SIGNSN.T.S.CCONCRETE FOUNDATIONISOLATION JOINT PER DETAIL E/C1.2WHEN PLACED ADJACENT TOCONCRETE PAVEMENT OR WALKCONCRETE OR ASPHALTPAVEMENT SECTIONCONCRETEFOOTER,SLOPE TO DRAINSQUAREALUMINUM TUBEPOST, 2"X2", 0.063THICKPARKINGRESERVEDVANACCESSIBLE12"18"6"IN GRASSIN PAVEMENTNOTES:1.PROVIDE SIGN IN ACCORDANCE WITH INDOT ITEM R7-8A.2.PROVIDE 0.063 THICK, FLAT ALUMINUM SIGN PANELS.3.PROVIDE REFLECTIVE FINISH ON SIGN.4.PROVIDE PERMANENT WEATHERPROOF ALUMINUM CAP ON POST TOP.5.PROVIDE "VAN ACCESSIBLE" SIGN WHERE NOTED ON DRAWINGS.6.ATTACH SIGNS WITH UNISTRUT UNIVERSAL DRIVE RIVET OR APPROVED EQUAL.7.ACCESSIBLE SIGNAGE TO BE AS SHOWN UNLESS OTHERWISE SPECIFIED BY LOCAL CODE.ACCESSIBLE PARKINGSIGN PERINDOT STANDARD SIGNR7-8AVAN ACCESSIBLEPARKING SIGNAD D/4 MINIMUM DEPTH1/8" WIDECONCRETE SLABAGGREGATE BASECOMPACTED SUBGRADENOTES:1.PLACE CONTROL JOINTS WITHIN 8 HOURS OF CONCRETE PLACEMENT AND ATLOCATIONS INDICATED ON THE STAKING PLAN. IF JOINTS ARE NOT SHOWN ONSTAKING PLAN, PROVIDE AT LOCATIONS INDICATED BELOW:A. SPACING (IN FEET) SHALL BE BETWEEN 2 TO 2-1/ 2 TIMES SLAB THICKNESS (IN INCHES IN BOTH DIRECTIONS (I.E. 4" SLAB SHALL HAVE JOINT SPACING OF 8-10 FEET).B. GRID OF CONTROL JOINTS SHALL BE APPROXIMATELY SQUARE WITH LONGEST SIDE TO BE NOT LONGER THAN 1.5 TIMES THE SHORTEST SIDE (I.E. 4 FOOT WIDE WALK SHALL HAVE JOINT SPACING AT 4-6 FEET).DETAILSAW CUT CONCRETE CONTROL JOINT-LONGITUDINAL OR TRANSVERSEN.T.S.DNOTES:1.PLACE ISOLATION JOINTS WHERE NEW CONCRETE SLAB ABUTS STRUCTURES ORFIXED OBJECTS INCLUDING: BUILDINGS, WALLS, COLUMNS, POLE BASES, CURBS,CATCH BASINS, EXISTING CONCRETE, OR AS NOTED ON THE STAKING PLAN.2.PROVIDE AT FORMED EDGE OF PREVIOUSLY POURED SLABS. SEAL JOINT WITH JOINTSEALANT, SEE SPECIFICATION SECTION 32 13 00.3.SUBMIT SAMPLE FOR COLOR APPROVAL. PRE-FORMED JOINT FILLER -NON-IMPREGNATED TYPE, CLOSED CELL RESILIENT POLYETHYLENE FOAM, 1/2" THICKUNLESS OTHERWISE NOTED, CERAMAR FLEXIBLE FOAM EXPANSION JOINT BY W.R.MEADOWS OR EQUAL MEETING THE REQUIREMENTS OF ASTM D 1752 SECTIONS 5.1THROUGH 5.4. REFER TO SPECIFICATION SECTION 32 13 00.STRUCTURE OR FIXED OBJECT.JOINT SEALANTTOOLED EDGE1/2" WIDE PRE-FORMED JOINT FILLER.PROVIDE 3/ 8" REMOVABLE JOINT CAPPER SPECIFICATION SECTION 32 13 00.CONCRETE SLABAGGREGATE BASECOMPACTED SUBGRADEDETAILCONCRETE ISOLATION JOINTN.T.S.EDETAILINVERTED U MODEL BICYCLE RACKN.T.S.F"INVERTED UMODEL" BICYCLERACK1 78" O.D. PIPE(0.145" WALL)18"36"EXISTING ORPROPOSEDCONCRETEWALK/SLABPROPOSEDBICYCLE RACKANCHOR RODTHROUGH HOLEIN BICYCLERACKSET RACK AT ADEPTH OF 12" OR ASREQUIRED BY THEMANUFACTURERAND GROUT INPLACE.NOTE:1.EXCAVATE HOLE TO A DEPTH OF 14" FOR PROPOSED BIKE "HITCH" AND GROUT IN PLACE.BIKE HITCH SHALL BE EMBEDDED 12".2.RACK SHALL BE HOT DIP GALVANIZED STEEL.3.COORDINATE COLOR WITH ARCHITECT.10"8"FINISHGRADEEXISTING ORPROPOSEDGRANULARBASE XXXXXXXXXXR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WESMTESMTESMTESMTESMTESMTESMTESMTESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMTESMTESMTESMTESMT3.1'8.2'.ESMTESMTESMTESMTESMTESMTESMTTC: 884.41Inv. 12" N 882.01Inv. 15" S 882.01TC: 884.98Inv. 10" E 883.23TC: 884.92Inv. Unable to OpenTC: 884.90Inv. Unable to OpenTC: 884.41Inv. 15" W 882.66TC: 885.76Inv. Unable to OpenTC: 884.12COCOCOMMTTTTTEx. End SectionInv. 881.42Ex. End SectionInv. 881.28Ex. End SectionInv. 880.88Ex. End SectionInv. 881.12Ex. End SectionInv. 880.90Ex. End SectionInv. 882.38Ex. End SectionInv. 881.65Ex. End SectionInv. 882.43Ex. End SectionInv. 882.40886 884886886 886886886884 8 8 488688688688688688688788 4 884886886886886 884 884 884884884 88488 4 884 884883 883 883883 883883 883 882 882882 882882882883 886886887887888 888886887888 885883887887885885 88 5 8 8 5885885885885885 885 885 8858858858858"W 8"W 8"W PLPLPLPLPLPL PL PL PLPLPL 2"W2"W2"W10"STM12"STM15"STM15"STMSTME E E E SANSANSANWetland12"STM12"STM12" STM12" STM12"STMDSDSDSCOCO8"RD8"RD8"RD8"RD8"RD 12456R/WR/W3EX1EX2EX3EX4EX5EX6886886886886886886886886886884883884 883 884 885 885 884 885 885885 G6"F6"F 6"F6"FPR. PIPE CULVERTINV. 882.0012"STMPIVGG88588587.0087.0086.7086.7086.9086.4086.2085.7086.2185.7186.2585.7586.9086.4086.8486.3485.8585.3586.0885.8485.3485.8085.3085.2085.2085.1885.1885.7085.2085.85 ME85.35 ME86.0285.5285.92 ME85.4084.9084.8984.8984.8284.8285.54 ME85.04 ME85.19 ME84.69 ME86.2085.7087.0586.5585.7485.2486.6586.1586.09 ME85.59 ME86.28 ME85.78 ME86.59 ME85.95 ME85.95 ME86.0985.5986.0885.58 ME85.8285.32 ME86.0385.53 ME87.4086.9086.3285.8286.2585.7586.0785.5785.7385.23 ME85.7785.2786.2485.7485.2484.7485.5385.0385.5685.0685.3784.8785.3084.8085.1784.6785.0684.5685.0584.5585.1384.6385.2384.7385.0984.5985.5084.9584.3084.0084.2684.0884.3683.1682.7582.8882.9382.7782.8983.0584.0085.6585.1084.4584.1584.4184.2384.5183.3183.0083.0383.0882.9283.0483.2084.1585.7285.2285.6285.1286.8886.3885.8885.8886.3384.6384.6384.53 ME86.1085.60 ME84.9484.9984.9285.1585.4185.3886.2585.68 ME85.59 MEEXISTINGDRAINAGE SWALEEXISTINGDRAINAGE SWALE12333PROPOSEDBUILDINGADDITIONFFE: 887.00PROPOSEDBUILDINGADDITIONFFE: 886.70EXISTINGBUILDINGFFE: 886.7044EXPOSEAC2.3BC2.356STORM SEWER STRUCTURE COORDINATESStructureTCNorthingEastingNorthing As-BuiltEasting As-Built123456885.20885.50883.12884.45885.25884.501704478.981704588.511704398.881704398.001704395.731704341.94167947.13167944.64167920.48167872.22167772.55167875.24GRADING LEGENDEXISTINGPROPOSEDT/CTCM.E.1.PROVIDE 10' UNDERDRAINS IN FOUR DIRECTIONS AT CATCH BASINS IN PAVEMENT. REFER TO DETAIL D/C2.2.2.PAVEMENT ELEVATIONS REFER TO FINISHED PAVEMENT ELEVATION AT FACE OF CURB UNLESS OTHERWISE NOTED.3.ADD 800 TO SPOT ELEVATIONS TO OBTAIN U.S.G.S. ELEVATIONS.4.CONSTRUCTION WORK WILL NOT BE PERMITTED WITHOUT APPROVED PLANS AND INSPECTION.5.PERFORM WORK IN ACCORDANCE WITH CITY OF CARMEL MATERIAL SPECIFICATIONS AND STANDARD CONSTRUCTION DRAWINGS.6.SOIL EROSION AND SEDIMENTATION BMP MEASURES, PER SHEET C2.4, SHALL BE INSTALLED PRIOR TO START OF ANYCONSTRUCTION AND SHALL BE MAINTAINED UNTIL CONSTRUCTION HAS BEEN COMPLETED, INCLUDING GRASS BEING WELLESTABLISHED AND/OR PERMANENT EROSION AND SEDIMENTATION BMP MEASURES IN PLACE. BMP MEASURES SHALL BE TO THESATISFACTION OF THE CITY OF CARMEL.5.STREET CLEANING (ON AN AS-NEEDED BASIS) IS REQUIRED THROUGH THE DURATION OF THIS CONSTRUCTION PROJECT. THISINCLUDES SWEEPING, POWER CLEANING, AND (IF NECESSARY) MANUAL REMOVAL OF DIRT AND/OR MUD IN THE STREET GUTTERS.6.REMOVE SEDIMENT FROM DETENTION AREAS, OUTLET STRUCTURES, AND UNDERDRAINS ONCE FINAL SEED HAS BEENESTABLISHED.7.ANY EXISTING STORM INLETS IMPACTED BY THE NEW CONSTRUCTION ACTIVITY WILL NEED THE APPROPRIATE INLET PROTECTIONFOR SEDIMENT CONTROL.8.DIMENSIONS AND COORDINATES ARE TO FACE OF CURB OR FACE OF BUILDING UNLESS OTHERWISE NOTED.9.EXTEND UTILITIES TO WITHIN 5'-0" OF FACE OF BUILDING UNLESS OTHERWISE NOTED. COORDINATE EXACT LOCATION WITHPLUMBING CONTRACTOR. FINAL CONNECTION BY PLUMBING CONTRACTOR.10.MAXIMUM FINISH SLOPES SHALL BE 4:1 UNLESS OTHERWISE NOTED.11.CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL THROUGHOUT THE SITE PRIOR TO EXCAVATION. UPONCOMPLETION OF FINAL GRADING, PROVIDE 6 INCHES OF TOPSOIL AND SEED AREAS DISTURBED BY CONSTRUCTION, INCLUDINGLAYDOWN AREAS AND TRAILER LOCATIONS IF LOCATED OUTSIDE THE GRADING/SEEDING LIMITS.12.DISPOSE EXCESS EXCAVATED MATERIALS AND UNACCEPTABLE/UNSUITABLE SOILS OFF SITE IN ACCORDANCE WITH LOCAL CODES.NO PERMANENT STOCKPILES WILL REMAIN ON SITE.13.EXISTING VALVES, MANHOLES, AND OTHER APPURTENANCES TO REMAIN LOCATED WITHIN THE WORK LIMITS SHALL BE ADJUSTEDTO FINISH GRADE.14.EXPOSE UTILITIES NOTED THUS: EXPOSE PRIOR TO BEGINNING WORK ON THAT UTILITY TO DETERMINE EFFECTS ON THEPROPOSED ALIGNMENT AND PROFILE. REPORT ELEVATION AND LOCATION TO THE ENGINEER IN ORDER THAT ANY CORRECTIONSTO THE ELEVATION AND LOCATION CAN BE MADE.15.CONCRETE ADJACENT TO BUILDING SHALL BE SLOPED AWAY FROM BUILDING AT 2.0% UNLESS OTHERWISE NOTED.16.ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SEWER ARE PROHIBITED.17.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.18.ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGES ACROSS THE FRONTAGE OF THIS DEVELOPMENT AREINDICATED ON THE PLANS. PROVISIONS HAVE BEEN MADE TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES OR BRIDGES ASNECESSARY OR AS REQUESTED BY THE CITY TO ACCOMMODATE THE PAVEMENT WIDENING, AUXILIARY LANES, MULTI-USE PATH,AND ANY OTHER REQUIRED IMPROVEMENTS TO THE PROPERTY OR THE ROADWAY. THE COST TO IMPROVE OR REPLACE ANYDRAINAGE STRUCTURES AND BRIDGES WILL BE BORNE BY THE DEVELOPER.19.ANY DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THECOMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THESTART OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY.20.ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THEDEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE APRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATIONREQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THEDEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY.X1.4" INTERNAL STORM OUTLET. CAP AND MARK FOR FINAL CONNECTION BY PLUMBING CONTRACTOR. INVERT884.70.2.6" INTERNAL STORM OUTLET. CAP AND MARK FOR FINAL CONNECTION BY PLUMBING CONTRACTOR. INVERT884.70.3.PROVIDE FLUSH CURB.4.TRANSITION FROM FLUSH CURB TO FULL HEIGHT CURB IN 1'-0".5.80' OF 8" ROOF DRAIN AT 0.75% (MIN) SLOPE.6.189' OF 8" ROOF DRAIN AT 0.75% (MIN) SLOPE.0GRAPHIC SCALESCALE IN FEET306090GENERAL NOTES:CODED NOTES:800799INDEX CONTOURINTERMEDIATE CONTOURBUILDING/WALLUNDERGROUND ELECTRIC LINEGAS LINESTORM SEWERCATCH BASIN PER DETAIL A/C2.2DOWNSPOUT ADAPTER PER DETAIL B/C2.2STRUCTURE NUMBERGRADE BREAK (CROWN) LINEGRADING/SEEDING LIMITSSPOT ELEVATIONTOP OF CASTINGTOP OF CURBTOP OF CURB ELEVATIONGUTTER ELEVATION AT FACE OF CURBFLOW DIRECTION ARROWMATCH EXISTING ELEVATIONEGSTMREFER TO TOPOGRAPHIC SURVEY708.53X700.00699.50DSREVISION:PROJECT NUMBER:20297Sheet Name:© 2021 M+A Architects04 MARCH 2022DATE:SHEET NUMBER:RENOVATION AND ADDITION MEDVET CARMEL - ANIMAL HOSPITAL 9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032STATUS:PROJECT NUMBER:CHECKED BY:DESIGNED BY:1650 WATERMARK DRIVECOLUMBUS, OHIO 43215SUITE 200DRAWN BY:2021-0012SEWER PLANGRADING & STORMC2.1AWMAWMJDBCLEANOUT PER DETAIL C/C2.2COROOF DRAINRDWATER LINEWPIVFIRE HYDRANTGATE VALVE & CURB BOXPOST INDICATING VALVEFIRE DEPARTMENT CONNECTIONWEXISTING WETLAND TO BE PROTECTED. NOGRADING OR CONSTRUCTION ACTIVITY TO BEPERFORMED IN THIS AREA.HEADWALL PER DETAIL E/C2.2PAVEMENT REPLACEMENT PER DETAIL F/C2.2 REVISION: PROJECT NUMBER: 20297 Sheet Name: © 2021 M+A Architects 04 MARCH 2022 DATE: SHEET NUMBER:RENOVATION AND ADDITIONMEDVET CARMEL - ANIMALHOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032STATUS: PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: 2021-0012 DETAILS STORM SEWER C2.2AWM AWM JDB 12" PEJF, PER INDOT ITEM ___ 1'-6" (TYP.) 8" CONCRETE PAVEMENT, PER INDOT ITEM ___ CLASS C W/ SYNTHETIC FIBER REINFORCEMENT CONTROL JOINT, PER DETAIL G/C2.5 (TYP.) NOTES: 1.SYNTHETIC FIBER REINFORCEMENT: ASTM C1116-97 AND ASTM C1018-97. ACCEPTABLE PRODUCTS INCLUDE: A.NYCON NYLON FIBERS B.FORTA NYLO-MONO FIBERS C.FIBERMESH FIBERMIX STEALTH POLYPROPYLENE FIBERS D.GRACE POLYPROPYLENE FIBERS SYNTHETIC FIBER REINFORCEMENT SHALL BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. DOSAGE RATE SHALL BE AS RECOMMENDED BY THE MANUFACTURER, BUT NOT LESS THAN 1 POUND PER CUBIC YARD. 2.DISSIPATING CURING COMPOUND: COMPLY WITH ASTM C309-98A, TYPE 1, CLASS B (CLEAR), EXCEPT MOISTURE LOSS NOT TO EXCEED 0.40 KG/M² IN 72 HOURS. COMPOUND SHALL COMPLY WITH EPA'S VOC REQUIREMENTS. APPLY AT THE MANUFACTURER'S WRITTEN RECOMMENDED APPLICATION RATE. COMPLETELY REMOVE CURING COMPOUND PRIOR TO APPLICATION OF PENETRATING SEALER. 3.PENETRATING SEALER: ACCEPTABLE PRODUCTS INCLUDE, BUT ARE NOT LIMITED TO: A.L&M CONSTRUCTION CHEMICALS - AQUAPEL PLUS 40 B.PROSOSO - SALTGUARD WB C.HULS AMERICA INC. - CHEM-TRETE BSM 40 D.MASTER BUILDERS INC. - MASTERSEAL SL 40 E.LYMTAL INTERNATIONAL - ISO-FLEX 618-50 WB F.BASF - ENVIROSEAL 40 OR HYDROZO SILANE 40 G.TEX-COTE - RAINSTOPPER RS140 CATCH BASIN, PROVIDE HEAVY DUTY FRAME & GRATE,1'-6"(TYP.)PLAN VIEW 8"2'-0"8" B 8"1"8"C 1"2" 8" 2 1/4"8"2'-0"8"6" B 2 1/4"2'-3 1/2"A8"SECTION B-B A SECTION A-A 2 1/4" CONSTRUCTION JOINT 1/4" NOTES: 1.BRICK OR CONCRETE BLOCK SIDE WALLS, WHEN USED IN PLACE OF CONCRETE, SHALL BE 8" NOMINAL THICKNESS. WHEN BRICK OR CONCRETE BLOCKS ARE USED, THE OUTSIDE WALLS OF THE CATCH BASIN SHALL BE PLASTERED WITH A 1/2" COAT OF LIME CEMENT MORTAR. 2.GRATE ELEVATION TO BE PLACED 4 TO 6 INCHES BELOW NORMAL DITCH RETURNING TO NORMAL 10 FEET EACH SIDE OF BASIN. 3.CONCRETE CAST IN PLACE TO BE INDOT CLASS "C" ITEM ___. 4.TRAFFIC DUTY FRAME & GRATE NEENAH R-4852 & R-4899 OR EQUAL. 5.PRECAST WALLS SHALL HAVE A MINIMUM THICKNESS OF 5 INCHES AND BE REINFORCED SUFFICIENTLY TO PERMIT SHIPPING AND HANDLING WITHOUT DAMAGE. 2'-3 1/2" 2 1/4" 1/4" 1"1" 1/4" 1" 2'-3 1/2" SECTION C-C 1/4" 2"1" 2'-0"8"8"VARIABLE DEPTHCLASS "C" CONCRETE 2'-0"8" DETAIL CATCH BASIN N.T.S.A B A B A C STORM SEWER 30" MIN. COVERFACE OF BUILDING DOWNSPOUT BY GENERAL TRADES CONTRACTOR CAST IRON DOWNSPOUT SHOE, AS MANUFACTURED BY NEENAH, MODEL R-4927 ** R-4926 **, BARRY PATTERN & FOUNDRY CO. MODEL B25A, OR EQUAL. **ATTACH TO FACE OF BUILDING** (SIZE TO MATCH DOWNSPOUT) FINISHED GRADE TWO 45° BENDS OR LONG RADIUS ELBOW DETAIL DOWNSPOUT ADAPTER N.T.S.B INLET END GROOVE OR BELL UPSTREAM OUTLET END TONGUE OR SPIGOT DOWNSTREAM END TREATMENT AT HEADWALL 1.CONCRETE SHALL BE CLASS "III". 2.IF SLOPES OTHER THAN 2:1 ARE USED, THE LENGTH "L", AND HEIGHT "H" WILL REQUIRE ADJUSTMENT L CIRCULAR SECTIONS = 5D+4T H CIRCULAR SECTIONS = D+T+44" D = DIAMETER OR PIPE T = THICKNESS OF BARREL L = LENGTH OF HEADWALL H = HEIGHT OF HEADWALL DIMENSIONS QUANTITIES REINFORCING STEEL LBS. CONCRETE CU. YDS.LHDIAMETER 12" 15" 18" 21" 24" 30" 36" 5'-0" 5'-2" 5'-5" 5'-8" 5'-11" 6'-5" 7'-0" 5'-8" 7'-0" 8'-4" 9'-8" 11'-0" 13'-8" 16'-4" 1.4 35 1.7 41 572.2 2.8 62 3.3 69 924.7 6.5 105 SECTION A-A H/336"H8"12" 4"H2:1 S L O P E D D A A L 2:1 S L O P E EQUAL SPACES NOT TO EXCEED 2'-0" 5/8" DIA. REINFORCING STEEL 2" MIN.2" MIN. FLOW LINE 5/8" DIA. REINFORCING STEEL DETAIL PIPE CULVERT HEADWALL N.T.S.E 6"8" RADIUS TOP OF FINISHED PAVING OR GRADE ZURN Z-1400-HD OR EQUAL FINISHED GRADE 3000 PSI CONCRETE CLEANOUT PLUG 4" MIN. PIPE SIZE DETAIL EXTERIOR CLEANOUT N.T.S.C NOTE: 1.PROVIDE 10' FINGER DRAINS FOR ALL PROPOSED CATCH BASINS LOCATED WITHIN PAVEMENT. STANDARD CATCH BASIN 10' (TYP.) 4" PERFORATED POLYETHYLENE TUBING, PER ASTM F-405 (TYP.) SECTION A-A 4" UD 2"18"PAVEMENT ODOT NO. 8 SUBGRADE 8" DETAIL PAVEMENT UNDERDRAIN N.T.S.D AA 102 108 24 27 10 12 18 21 15 48 60 6452 48 48 50 53 57 30 32 40 44 36 102 12710566 36 42 54 60 48 71 78 87 96 64 95 81 88 74 84 91 96 *D 6 8 48 48 24 27 *D 33 30 71 57 61 67 *D 78 72 t D169 176 155 162 148 136 143 151 160 130 134 141 116 123b12" SMALL DIAMETERS b = 4" MID DIAMETERS b = 6" LARGE DIAMETERS b = 6" NOTES: 1.SECTIONS SYMMETRICAL ABOUT ℄. *2. DIMENSIONS ARE EXPRESSED IN INCHES. 3.ON SANITARY SEWER CONSTRUCTION TRENCH DAMS ARE REQUIRED AS SPECIFIED UNDER 901 4.PAYMENT FOR CONCRETE BACKING AND ENCASEMENT SHALL BE BASED ON MINIMUM TRENCH WIDTH (WN). FULL WIDTH OF EXCAVATED TRENCH Wn = MINIMUM WIDTH SECTION IN LAWN AREAS ENCASEMENT D+2tENCASEMENTWHERESPECIFIEDD 2+t (WITH BACKING) BEDDING MATERIAL D 2+t BACKING BEDDING MATERIAL LIMIT LINES FOR REPAVING SECTION WITH PAVEMENT REPLACEMENT BEDDING MATERIAL D2+t+bBEDDINGMATERIALEX. GROUND 6" TOPSOIL 2" HMA SURFACE COURSE, TYPE "C" SAWCUT FULL DEPTH EX. PAVEMENT 2" HMA INTERMEDIATE COURSE, TYPE "C" 6" HMA BASE, TYPE "C" SELECT EXCAVATED MATERIAL PLACED IN MAXIMUM 6" LIFTS AND COMPACTED TO 98% STANDARD PROCTOR DENSITY BELL HOLESUBGRADE BACKFILL PER SPECIFICATION SECTION 31 23 33 Wn*Wx*Wn*Wx*Wn*Wx* Wn 2 Wn 2 DETAIL N.T.S.F TYPE 1 BEDDING FOR RIGID SEWER PIPE & PERMANENT PAVEMENT REPLACEMENT STORM SEWER 3 - 5 ProfileScale: 1"=30' Horiz. 1"=5' Vert.8758808858908959008758808858908959000+001+002+002+25TC 885.25 5+48, CATCH BASIN PERDETAIL A/C2.2INV. 12" E 882.25 100' ~ 12" @ 0.45%TC 884.45 4+48, CATCH BASIN PERDETAIL A/C2.2INV. 12" E 881.67INV. 12" W 881.80INV. 12" S 881.75 TC 883.12 3+00, HEADWALL PER DETAILE/C2.2INV. 12" W 881.45 48' ~ 12" @ 0.45%EXISTING GRADEPROPOSED GRADE1122STORM SEWER 4 - 6 ProfileScale: 1"=30' Horiz. 1"=5' Vert.8758808858908959008758808858908959000+00TC 884.45 4+48, CATCH BASIN PER DETAIL A/C2.2 INV. 12" E 881.67 INV. 12" W 881.80 INV. 12" S 881.75 56' ~ 12" @ 0.45%TC 884.50 6+56, CATCH BASIN PER DETAIL A/C2.2 INV. 12" N 882.00 EXISTINGGRADEPROPOSEDGRADE12STORM SEWER EX2 - 2 ProfileScale: 1"=30' Horiz. 1"=5' Vert.8758808858908959008758808858908959000+001+002+00TC 884.90 EX2+00, EXISTING CATCH BASIN INV. 12" E 881.75 INV. 15" N 881.50 INV. 15" S 881.50 TC 885.20 1+64, CATCH BASIN PER DETAIL A/C2.2 INV. 12" W 882.04 INV. 12" N 882.10 +73, CATCH BASIN PER DETAIL A/C2.2 INV. 12" S 882.59 TC 885.50 264' ~ 12" @ 0.45%110' ~ 12" @ 0.45%EXISTING GRADEPROPOSED GRADEINV. 15" N (INV. UNKNOWN) INV. S (SIZE AND INV. UNKNOWN)1212DRIVE CULVERT ProfileScale: 1"=30' Horiz. 1"=5' Vert.8758808858908958758808858908950+001+001+2571' ~ 12" @ 1.02%12R/WR/WESMTESMTESMTESMTESMTR/WR/W85.3084.8085.5085.00 ME85.2584.7585.4384.93 ME84.8084.6584.7584.600.80%0.68%1.50%85.0684.98 ME84.9884.90 ME3385.0085.00 ME85.3385.33 ME85.0085.00 ME85.86 ME85.36 ME85.30 ME84.80 ME84.8584.85 ME85.9085.40 ME85.4885.363.27%4.10%4444X1.PROVIDE RCP SEWER PIPE MATERIAL PER SPECIFICATION SECTION 33 40 00.2.BACKFILL PER DETAIL E/C2.2.3.TRANSITION TO FULL-HEIGHT CURB IN 1'-0"4.TRANSITION TO FULL-HEIGHT CURB IN 10'-0"CODED NOTES:REVISION:PROJECT NUMBER:20297Sheet Name:© 2021 M+A Architects04 MARCH 2022DATE:SHEET NUMBER:RENOVATION AND ADDITION MEDVET CARMEL - ANIMAL HOSPITAL 9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032STATUS:PROJECT NUMBER:CHECKED BY:DESIGNED BY:1650 WATERMARK DRIVECOLUMBUS, OHIO 43215SUITE 200DRAWN BY:2021-0012PROFILESSTORM SEWERC2.3AWMAWMJDBW. 96TH STREETDETAIL1"=10'ADRIVE DETAILDETAIL1"=10'BMAYFLOWER PARK RAMP DETAILMAYFLOWER PARK DRIVE XXXXXXXXXX.TC: 884.41Inv. 12" N 882.01Inv. 15" S 882.01TC: 884.98Inv. 10" E 883.23TC: 884.92Inv. Unable to OpenTC: 884.90Inv. Unable to OpenTC: 884.41Inv. 15" W 882.66TC: 885.76Inv. Unable to OpenTC: 884.12COCOCOMMTTTTTEx. End SectionInv. 881.42Ex. End SectionInv. 881.28Ex. End SectionInv. 880.88Ex. End SectionInv. 881.12Ex. End SectionInv. 880.90Ex. End SectionInv. 882.38Ex. End SectionInv. 881.65Ex. End SectionInv. 882.43Ex. End SectionInv. 882.40886 884886886 886886886884 8 8 488688688688688688688788 4 884886886886 886 884 884 884884884 88488 4 884 884883 883 883883 883883 883 882 882882 882882882883 88688688788788 8 888886887888 885883887887885885 88 5 8 8 5885885885885885 885 885 8858858858858"W 8"W 8"W PLPLPLPLPLPL PL PL PLPLPL 2"W2"W2"W10"STM12"STM15"STM15"STMSTME E E E SANSANSANWetlandHCHCHCHCHC12"STM12"STM12" STM12" STM12"STMDSDSDSCOCO8"RD8"RD8"RD8"RD8"RD 124563EX1EX2EX3EX4EX5EX6886886886886886886886886886884883884 883 884 885 885 884 885 885885 G6"F6"F 6"F6"F12"STMPIVGG885885CONC. WASHSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SFSF SF SFPROPOSEDBUILDINGADDITIONEXISTINGBUILDING EROSION AND SEDIMENT CONTROL LEGENDEXISTINGPROPOSEDDS0GRAPHIC SCALESCALE IN FEET306090INDEX CONTOURINTERMEDIATE CONTOURBUILDING/WALLSTORM SEWERCATCH BASINMANHOLEDOWNSPOUT ADAPTERGRADING/SEEDING LIMITSSILT FENCE PER DETAIL D/C2.5INLET FILTER PER DETAIL C/C2.5CONC. WASHCONCRETE WASHOUT PERDETAIL B/C2.5REFER TO SHEET TOPOGRAPHIC SURVEYSTMSF800799REVISION:PROJECT NUMBER:20297Sheet Name:© 2021 M+A Architects04 MARCH 2022DATE:SHEET NUMBER:RENOVATION AND ADDITION MEDVET CARMEL - ANIMAL HOSPITAL 9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032STATUS:PROJECT NUMBER:CHECKED BY:DESIGNED BY:1650 WATERMARK DRIVECOLUMBUS, OHIO 43215SUITE 200DRAWN BY:2021-0012PLANEROSION CONTROLC2.4AWMAWMJDBSTABILIZED CONSTRUCTIONENTRANCE PER DETAIL B/12 (C2.12)GENERAL NOTES:1.A COPY OF THE SWPPP PLAN SHALL BE KEPT ONSITE AT ALL TIMES.2.ANY EXISTING STORM INLETS IMPACTED BY THE NEW CONSTRUCTION ACTIVITY WILL NEED THE APPROPRIATEINLET PROTECTION FOR SEDIMENT CONTROL.3.PROVIDE INLET SEDIMENT FILTER PER DETAIL C/C2.5 AT ALL EXISTING AND PROPOSED STORM INLET STRUCTURESRECEIVING FLOW FROM DISTURBED AREAS.4.EROSION AND SEDIMENTATION CONTROL PRACTICES ARE SUBJECT TO FIELD MODIFICATION AT THE DISCRETIONOF THE CITY OF CARMEL AND/OR THE INDIANA EPA.EXISTING WETLAND TO BE PROTECTED. NOGRADING OR CONSTRUCTION ACTIVITY TO BEPERFORMED IN THIS AREA. 3/4" MIN. DRAINROCK4" X 6" TRENCHOVER THE FILTER MATERIAL.PONDING HT.12" MIN.12" MIN.8"6"6"16" MAX.FLOWPONDING HT.FLOW9" MAX.STORAGEHT.NOTES:GENERAL1.CONSTRUCT SILT FENCE BEFORE UPSLOPE DISTURBANCE BEGINS.2.BRING ENDS OF SILT FENCE UPSLOPE SLIGHTLY SO THAT PONDING WATER WILL BEPREVENTED FROM FLOWING AROUND ENDS.3.WHEN POSSIBLE PRESERVE VEGETATION 5 FEET UP UPSLOPE OF THE SILT FENCE.IF REMOVED, REESTABLISH WITHIN 7 DAYS FROM INSTALLATION OF FENCE.4.SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDINGEFFICIENCY.5.THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THELENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS. WHEN JOINTS ARENECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORTPOST, WITH A MINIMUM OF A 6 INCH OVERLAP, AND SECURELY SEALED.6.THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THEFENCE, AND 8 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THEFABRIC SHALL NOT EXTEND MORE THAN 16 INCHES ABOVE THE ORIGINAL GROUNDSURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES.7.THE TRENCH SHALL BE BACKFILLED AND SOIL COMPACTED OVER THE FILTERFABRIC.8.SILT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULPURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLYSTABILIZED.9.THE USE OF STRAW WATTLES HAS PROVEN TO BE A VERSATILE AND EFFECTIVEESC BMP, ESPECIALLY IN RESIDENTIAL SETTINGS. STRAW WATTLES MAY BESUBSTITUTED FOR SILT FENCE.10.THE USE OF COMPOST FILTER SOCKS AND COMPOST BLANKETS ARE GAININGWIDER ACCEPTANCE NATIONWIDE. THEY ARE NOW APPROVED FOR USE ON ALLCOLUMBUS SWP3 PLANS AND CONSTRUCTION SITES.11.STRAW WATTLES AND COMPOST ROLLS TO BE A MINIMUM OF 12" IN DIAMETER.MAINTENANCE1.SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTEREACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANYREQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. SHOULD THE FABRIC ON A SILTFENCE OR FILTER BARRIER DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THEEND OF THE EXPECTED USABLE LIFE AND THE BARRIER IS STILL NECESSARY, THEFABRIC SHALL BE REPLACED PROMPTLY.2.SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEYMUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THEHEIGHT OF THE BARRIER.3.ANY SEDIMENT DEPOSITS REMAINING AFTER THE SILT FENCE OR FILTER BARRIERIS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTINGGRADE, PREPARED AND SEEDED.TRENCH DETAILINSTALLATION WITHOUT TRENCHING2" X 2" STAKES, SPACED A MAXIMUM OF 10'-0" APART ANDDRIVEN SECURELY INTO THE GROUND 12" (MINIMUM).CONTINUOUS SYNTHETICFILTER FABRICSTAPLE FILTER MATERIAL TOSTAKES AND EXTEND 8" OFFILTER MATERIAL INTO THEEXCAVATED TRENCH.FLOW4"X6" TRENCH WITHCOMPACTEDBACKFILLSTEEL OR WOOD POST 32"LENGTH MIN.6"DETAILSILT FENCEN.T.S.DMOUNTABLEBERM (6" MIN.)3'PROFILE100'MINIMUMLENGTH10' MIN.EXISTINGPAVEMENT20' MINIMUMWIDTH10' MIN.10' MIN.PLAN VIEWNOTES:1.LENGTH - MINIMUM OF 100'2.WIDTH - 20' MINIMUM, SHOULD BE FLARED AT THE EXISTING ROAD TO PROVIDE A TURNING RADIUS.3.GEOTEXTILE FABRIC (FILTER CLOTH) SHALL BE PLACED OVER THE EXISTING GROUND PRIOR TOPLACING STONE.4.STONE - CRUSHED AGGREGATE (#2 TO #3) OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENTSHALL BE PLACED AT LEAST 6" DEEP OVER THE LENGTH AND WIDTH OF THE ENTRANCE.5.SURFACE WATER - ALL SURFACE WATER FLOWING TO OR DIVERTED TOWARD CONSTRUCTIONENTRANCES SHALL BE PIPED THROUGH THE ENTRANCE, MAINTAINING POSITIVE DRAINAGE. PIPEINSTALLED THROUGH THE STABILIZED CONSTRUCTION ENTRANCE SHALL BE PROTECTED WITH AMOUNTABLE BERM WITH 5:1 SLOPES AND A MINIMUM OF 6" OF STONE OVER THE PIPE.6.LOCATION - A STABILIZED CONSTRUCTION ENTRANCE SHALL BE LOCATED AT EVERY POINTWHERE CONSTRUCTION TRAFFIC ENTERS OR LEAVES A CONSTRUCTION SITE. VEHICLES LEAVINGTHE SITE MUST TRAVEL OVER THE ENTIRE LENGTH OF THE STABILIZED CONSTRUCTION ENTRANCE.7.MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENTTRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODICTOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUTOF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED, ORTRACKED ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY.8.WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLICRIGHT-OF-WAYS. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITHSTONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE.9.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN.EXISTINGPAVEMENTMINIMUM 6" OF #2-#3 AGGREGATEOVER LENGTH AND WIDTH OFSTRUCTUREEARTH FILL12" PIPEGEOTEXTILE CLASS'C' OR BETTEREXISTING GROUND5:15:1DETAILSTABILIZED CONSTRUCTION ENTRANCEN.T.S.ESEWN IN SPOUTR15'15'TOP VIEWSIDE VIEWBAG PLACED ONAGGREGATE ORSTRAWHIGH STRENGTHDOUBLE STITCHED"J" TYPE SEAMSHIGHSTRENGTHSTRAPPINGFOR HOLDINGHOSE IN PLACEWATER FLOWFROM PUMPPUMP DISCHARGEHOSEOPENING ACCOMMODATESUP TO 4" DISCHARGE HOSEAGGREGATE OR STRAWUNDERLAYMENTDIRTBAGDETAILDEWATERING BAGN.T.S.ASIGN0.5 MM PLASTICLINER5' MIN.8' MIN.SILT FENCE PER DETAIL D, THIS SHEETHOLLOW OUT AREA6"MIN.5' MIN.HOLLOW OUT AREA6" MIN. DEPTH8' MIN.SILT FENCE PER DETAIL D, THIS SHEET.PLAN VIEWNOTES:1.CONCRETE TRUCKS SHALL UTILIZE AREAS TO WASHOUT TRUCKS.2.ACCUMULATED CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSEDPROPERLY.3.PLACE PLASTIC LINER OVER THE ENTIRE HOLLOW OUT AREA PRIOR TO USE.4.PROVIDE ITEMS NOTED ABOVE INCLUDING REMOVAL OF CONCRETE WASHOUT UPONCOMPLETION OF THE PROJECT AS NOTED IN THE BID PRICE FOR THE PROJECT.5.FILL HOLLOW AREA TO A DEPTH OF 4 TO 6 INCHES WITH CMSC ITEM 703 AGGREGATE, SIZE#57, #2, OR #4.6.USE OF ROLL AWAY OR OTHER PORTABLE CONTAINERS IS AN ACCEPTABLE ALTERNATIVE(AND HIGHLY ENCOURAGED) PROVIDED THEY ARE USED IN ACCORDANCE WITH NPDESGUIDELINES ON CONCRETE WASHOUT.CONCRETEWASHOUTAREASIGN ELEVATION4x4 Wood PostDETAILCONCRETE TRUCK WASHOUT AREAN.T.S.BSIGNINSTALLATION:1.REMOVE GRATE.2.INSTALL BAG (RESTS ON LIP OF CASTING).3.REINSTALL GRATE.MAINTENANCE:1.REMOVE GRATE.2.BAG CAN BE CLEANED SEVERAL WAYS:A) PICK UP BAG AND DUMP IT.B) SHOVELING DEBRIS OUT OF BAGC) VAC-UNIT3.SHAKE LOOSE DEBRIS OUT OF BAG ORRINSE WITH WATER.4.REINSTALL BAG.5.REINSTALL GRATE.TO BE USED ON STRUCTURES:EXISTING: EX2, EX3, EX5PROPOSED: 1, 2, 4, 5, 6DETAILINLET FILTER (BELOW GRATE INLET PROTECTION) N.T.S.CNOTES:1.ALL INLETS RECEIVING FLOW FROM RUNOFF, PUMPING ACTIVITIES, OR OTHER DIRECT DISCHARGESSHALL BE FITTED WITH AN INLET PROTECTION DEVICE THAT IS PROPERLY SIZED AND SECURED TOREDUCE THE DISCHARGE OF SEDIMENT INTO THE STORM SEWER AND RECEIVING STREAM. INLETPROTECTION IS REQUIRED ON ALL INLETS RECEIVING DISCHARGE REGARDLESS OF WHETHER OR NOTTHE INLET IS TRIBUTARY TO ANY DOWNSTREAM EROSION AND SEDIMENT CONTROLS.2.DISCHARGE HOSES USED DURING PUMPING ACTIVITIES SHALL BE FITTED WITH SEDIMENT BAGS THATARE PROPERLY SIZED PER MANUFACTURER'S RECOMMENDATIONS REGARDLESS OF WHAT OTHER SEDIMENT CONTROLS ARE IN PLACE FURTHER DOWNSTREAM. SEDIMENT BAGS MUST BE PROPERLY SECURED TO THE DISCHARGE HOSE AND PLACED OVER VEGETATED AREAS, WHERE FEASIBLE, DURINGDISCHARGE. SEE DETAIL ABOVE OF A TYPICAL SEDIMENT BAG INSTALLATION.REVISION:PROJECT NUMBER:20297Sheet Name:© 2021 M+A Architects04 MARCH 2022DATE:SHEET NUMBER:RENOVATION AND ADDITIONMEDVET CARMEL - ANIMALHOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032STATUS:PROJECT NUMBER:CHECKED BY:DESIGNED BY:1650 WATERMARK DRIVECOLUMBUS, OHIO 43215SUITE 200DRAWN BY:2021-0012DETAILSEROSION CONTROLC2.5AWMELIJAH MEHANJDBINSTALLATION:1.REMOVE GRATE.2.INSTALL BAG (RESTS ON LIP OF CASTING).3.REINSTALL GRATE.4.INSTALL BONNET GUARD WITH TABSBETWEEN GRATE & BONNET CASTINGMAINTENANCE:1.REMOVE THE BONNET GUARD.2.REMOVE GRATE.3.BAG CAN BE CLEANED SEVERAL WAYS:A) PICK UP BAG AND DUMP IT.B) SHOVELING DEBRIS OUT OF BAG.C) VAC-UNIT4.SHAKE LOOSE DEBRIS OUT OF BAG ORRINSE WITH WATER.5.REINSTALL BAG.6.REINSTALL GRATE.7.REINSTALL BONNET GUARD.TO BE USED ON STRUCTURES:EXISTING: EX4PROPOSED: N/A CA T V XXXXXXXXXX3.1'8.2'TC: 884.41Inv. 12" N 882.01Inv. 15" S 882.01TC: 884.98Inv. 10" E 883.23TC: 884.92Inv. Unable to OpenTC: 884.90Inv. Unable to OpenTC: 884.41Inv. 15" W 882.66TC: 885.76Inv. Unable to OpenTC: 884.12COCOCOMMTTTTTEx. End SectionInv. 881.42Ex. End SectionInv. 881.28Ex. End SectionInv. 880.88Ex. End SectionInv. 881.12Ex. End SectionInv. 880.90Ex. End SectionInv. 882.38Ex. End SectionInv. 881.65Ex. End SectionInv. 882.43Ex. End SectionInv. 882.408"W 8"W 8"W PLPLPLPLPLPL PL PL PLPLPL 2"W2"W2"W10"STM12"STM15"STM15"STMSTME E E E SANSANSANWetlandHCHCHCHCHC12"STM12"STM12" STM12" STM12"STMDSDSDSCOCO8"RD8"RD8"RD8"RD8"RD 124563EX1EX2EX3EX4EX5EX6G6"F6"F 6"F6"F12"STMPIVGG12PROPOSEDBUILDING ADDITIONEXISTING BUILDINGEXPOSEEXPOSEPR. HYDRANT1234567891011121314EXPOSEWater Service Coordinates1234567891011121314DESCRIPTION8"x6" TAP SADDLE6" TAPPING VALVE45° VERT. BEND6" TAPPING VALVE6" TAPPING VALVE45° VERT. BEND6"x6" TEE6" VALVE BOXFIRE HYDRANTPOST INDICATOR VALVE45° HORIZ. BEND45° HORIZ. BEND45° HORIZ. BEND45° HORIZ. BENDNORTHING1704660.931704660.871704659.081704659.051704657.941704657.901704656.221704659.221704662.221704656.131704654.381704649.311704550.701704545.85EASTING168147.47168143.47168026.48168024.48167951.49167948.49167838.68167838.63167838.61167832.35167717.72167712.80167714.31167719.35NORTHING AS-BUILTEASTING AS-BUILT℄ ELEVATIONX1.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINERELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BETHE DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOTOF PROPOSED RIGHT-OF-WAY LINE.2.DIMENSIONS AND COORDINATES ARE FROM FACE OF CURB OR EXTERIOR FACE OF BUILDING, UNLESS OTHERWISE NOTED.3.EXTEND UTILITIES TO WITHIN 5' OF FACE OF BUILDING, UNLESS OTHERWISE NOTED. COORDINATE EXACT LOCATION WITHPLUMBING CONTRACTOR. FINAL CONNECTION BY PLUMBING CONTRACTOR.4.REFER TO SHEETS C2.1-C2.2 FOR STORM SEWER INFORMATION.5.MAINTAIN MINIMUM 4'-0" COVER OVER ALL WATERLINES.6.MAINTAIN MINIMUM 18" VERTICAL CLEARANCE FROM THE OUTSIDE OF ANY WATERLINE PIPE TO THE OUTSIDE OF ANYSTORM OR SANITARY SEWER.7.PROVIDE THRUST BLOCKS OR RESTRAINED MECHANICAL JOINT PIPE AT EACH VALVE, TEE, FITTING, OR CHANGE INDIRECTION OF WATERLINE.8.REFER TO CITY OF CARMEL STANDARD DRAWINGS FOR TYPICAL FIRE HYDRANT INSTALLATION DETAILS.9.ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SEWER ARE PROHIBITED.10.CONNECTION TO EXISTING WATER MAINS SHALL NOT BE PERFORMED UNTIL THE NEW LINES HAVE BEEN SANITIZED AND ALLTESTS HAVE BEEN COMPLETED AS SPECIFIED BY THE CITY OF CARMEL AND THESE CONTRACT DOCUMENTS.11.ALL COORDINATES AND ELEVATIONS BASED ON SURVEY PERFORMED BY DLDS DATED 02/21/2022. REFER TO TOPOGRAPHICSURVEY SHEET.12.WHERE PLANS PROVIDE FOR A PROPOSED UTILITY TO BE CONNECTED TO, OR CROSS OVER, OR UNDER AN EXISTINGUNDERGROUND UTILITY, THE CONTRACTOR SHALL LOCATE THE EXISTING PIPES OR UTILITIES, BOTH AS TO LINE AND GRADEBEFORE STARTING TO LAY THE PROPOSED UTILITY. THESE LOCATIONS ARE NOTED THUS: EXPOSE. IF IT IS DETERMINEDTHAT THE ELEVATION OF THE EXPOSED UTILITY DIFFERS FROM THE PLAN ELEVATION, RESULTS IN A CHANGE IN THE PLANSEWER SLOPE, OR WILL INTERSECT AN EXISTING UTILITY AS SHOWN ON THE PLAN, THE ENGINEER SHALL BE NOTIFIEDBEFORE STARTING CONSTRUCTION OF ANY PORTION OF THE PROPOSED UTILITY WHICH WILL BE AFFECTED BY THEVARIANCE IN THE EXISTING ELEVATIONS.13.SUPPORT AND PROTECT ALL UTILITIES EXPOSED DURING EXCAVATION AND TRENCHING.14.ANY REQUIRED WATERLINE SHUT-DOWNS SHALL BE COORDINATED WITH THE OWNER AND/OR THE CITY.1.GAS LINE RELOCATION COORDINATED BY CENTER POINT ENERGY.2.PROVIDE CONNECTION INTO BUILDING PER DETAIL A/C3.2. COORDINATE FINAL LOCATION AND ELEVATION WITH PLUMBINGCONTRACTOR. FINAL CONNECTION BY PLUMBING CONTRACTOR.0GRAPHIC SCALESCALE IN FEET306090GENERAL NOTES:CODED NOTES:REVISION:PROJECT NUMBER:20297Sheet Name:© 2021 M+A Architects04 MARCH 2022DATE:SHEET NUMBER:RENOVATION AND ADDITION MEDVET CARMEL - ANIMAL HOSPITAL 9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032STATUS:PROJECT NUMBER:CHECKED BY:DESIGNED BY:1650 WATERMARK DRIVECOLUMBUS, OHIO 43215SUITE 200DRAWN BY:2021-0012UTILITY PLANC3.1AWMAWMJDBUTILITY LEGENDEXISTINGPROPOSEDPIVUNDERGROUND ELECTRIC LINEFIRE PROTECTION SERVICE LINEGAS LINESTORM SEWERFIRE HYDRANTGATE VALVE & CURB BOXPOST INDICATING VALVEFIRE DEPARTMENT CONNECTIONSTRUCTURE NUMBERREMOVE AND REPLACEPAVEMENT IN KIND PERSTD. DWG. 10-24EFGSTMWREFER TO TOPOGRAPHIC SURVEY1 6-INCH FIRE SUPRESSION Profile Scale: 1"=30' Horiz. 1"=5' Vert. 870 875 880 885 890 895 900 870 875 880 885 890 895 900 0+001+002+003+004+005+006+00 EX. 8" W ELEV. UNKNOWN +00, 8"x6" TAP SADDLECL ELEV. 879.10+04, 6" TAPPING VALVECL ELEV. 879.10+21, 45° VERT. BENDCL ELEV. 879.10+23, 45° VERT. BENDCL ELEV. 877.25+96, 45° VERT. BENDCL ELEV. 877.25+99, 45° VERT. BENDCL ELEV. 880.25+09, 6"x6" TEECL ELEV. 880.25+15, POST INDICATOR VALVECL ELEV. 880.25+30, 45° HORIZ. BENDCL ELEV. 880.25+37, 45° HORIZ. BENDCL ELEV. 880.25+35, 45° HORIZ. BENDCL ELEV. 880.25PR. BUILDING +48, REFER TO DETAIL A/C3.2CL ELEV. 880.25+42, 45° HORIZ. BENDCL ELEV. 880.25Ex. 12" STM Inv. 882.12 +/- Ex. SAN Inv. Elev. Unknown18"MIN.18"MIN.12 REVISION: PROJECT NUMBER: 20297 Sheet Name: © 2021 M+A Architects 04 MARCH 2022 DATE: SHEET NUMBER:RENOVATION AND ADDITIONMEDVET CARMEL - ANIMALHOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032STATUS: PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: 2021-0012 UTILITY DETAILS C3.2AWM AWM JDB 1'-6" PIPE SLEEVES SHALL BE PROVIDED AT ALL FLOOR PENETRATIONS. LEAD-IN FROM SITE UTILITY PIPING 1' MIN. NOTES: 1.ALL WORK WITHIN BUILDING SHALL BE PER PLUMBING SPECIFICATIONS. 2.COORDINATE FOOTING LOCATIONS AND SLEEVES WITH FOUNDATION CONSTRUCTION. 3.COORDINATE FINAL LOCATIONS AND ELEVATIONS WITH PLUMBING CONTRACTOR. 4.PROVIDE CEMENT-LINED DUCTILE IRON PIPE BEGINNING 5'-0" OUTSIDE OF THE BUILDING AND CONTINUING THROUGH THE FLOOR PENETRATION. CAP WATER SERVICE ABOVE GROUND FOR FUTURE CONNECTION BY THE PLUMBING CONTRACTOR.4'-6" MIN.1'-9" MIN. COORDINATE WITH PLUMBING CONTRACTOR UNI-FLANGE FINISH FLOOR ELEV 886.70 (2)-3/4" RODS ON PRIVATE DOMESTIC WATER SERVICE PIPE (TYP.) CONCRETE THRUST BLOCK PER DETAIL C/C3.2 PIPE SLEEVES SHALL BE PROVIDED AT ALL FOUNDATION PENETRATIONS. REFER TO STRUCTURAL DRAWINGS FOR DETAILS. 5'-0" MECHANICAL JOINT 90° ELBOW CEMENT-LINED DUCTILE IRON PIPE PROPOSED BUILDING FACE DETAIL WATER SERVICE TERMINATION (SLAB ON GRADE)N.T.S.A MUELLER CENTURION A-423 PAINTED "SAFETY YELLOW" 6" VALVE BOX BEDDING MATERIAL CONFORMING TO INDOT 903.02, SIZE NO. 8 ONE 8"X8"X16" SOLID CONC. BLOCK OR 6" MIN. CLASS "B" CONCRETE BASE ON UNDISTURBED GROUND DETAIL FIRE HYDRANT N.T.S.B NOTE: 1.ALL THREADS PROVIDED FOR FIRE DEPARTMENT CONNECTIONS SHALL BE PER LOCAL FIRE DEPARTMENT STANDARDS. 3'-0" MIN.4'-6" MIN. COVERAA L D4" MAX.A A LL VC.F.D"L"VC.F.D"L"VC.F.D"L"L"D"VC.F. 10.7 4.0 1.7 0.6 0.3 18 11 9 5 4 32 25 18 14 10 6.8 2.7 1.4 0.6 0.3 18 12 8 5 4 36 24 20 14 10 3.6 1.4 0.7 0.4 0.2 14 9 7 5 4 24 16 12 9 6 1.8 0.7 0.5 0.2 0.1 12 8 6 4 3 14 9 8 5 4 12" 8" 6" 4" 3" STEEL WILL BE USED AS REQUIRED BY ENGINEER DEGREE OF BENDSIZE OF PIPE 11-1/4°22-1/2°45°90° BENDS LESS THAN 90° 90° BENDS SECTION A-A 25.6264113.432366.718323.4161816" DETAIL BACKING FOR BENDS [HORIZONTAL & VERTICAL SAG]N.T.S.C CLASS C CONCRETE NOTES: 1.BACKER DESIGNED FOR 3000 PSF SOIL BEARING. 2.CONCRETE TO BE PLACED AGAINST UNDISTURBED EARTH. 3.PROVIDE CLEARANCE FOR REMOVAL OF BOLTS. 32" MIN.1/2" 5-1/2"10"5/8"2"10" 9'1" 7"3/4"2-1/2" 4-1/2"32"10-1/4"STEMRANGETOP STEM (MAX.)6"TOP STEM (MIN.) 2"2" 6"3" 1/2" VALVE BOX 120 LBS. 1/2"R.1"R. 9" 7" 6" 4-1/2" 2"-1/2" 1/2" 9" 12" 1/2"8" VALVE BOX BASE 41 LBS. 1" 2" 1"6-1/2" 8-1/2" VALVE BOX LID 17 LBS. SEC. B-B SEC. A-A 2" 1" 1/4" 1/2" 7/8"4-7/16" 5-3/4" 6-5/8" 3-1/8" 2" VALVE STEM SLEEVE 14 LBS. VALVE STEM 65LBS. (OR C.I. PIPE - ASA022) 7/16" DETAIL HD VALVE BOX N.T.S.D AA B B CC SEC. C-C D+2' LIMITING LINES FOR EXCAVATION LIMIT LINES FOR REPAVING 4'-0"UNLESS OTHERWISESHOWN℄OF WATER LINE BOTTOM OF TRENCH 6"D12" SECTION IN LAWN AREAS SECTION WITH PAVEMENT REPLACEMENT 6" TOPSOIL 2" HMA SURFACE COURSE, TYPE "C" EX. PAVEMENT SAWCUT FULL DEPTH 2" HMA INTERMEDIATE COURSE, TYPE "C" 6" HMA BASE, TYPE "C" COMPACTED * NATIVE OR * GRANULAR MATERIAL AT CONTRACTORS OPTION. COMPACT TO 98% STANDARD PROCTOR DENSITY COMPACTED GRANULAR MATERIAL PER ODOT ITEM #8 OR #57 TO TOP OF PIPE. COMPACT TO 98% STANDARD PROCTOR DENSITY COMPACTED NATIVE OR GRANULAR MATERIAL AT CONTRACTORS OPTION. COMPACT TO 95% STANDARD PROCTOR DENSITY LOWER LIMITS FOR ROCK EXCAVATION DETAIL TYPICAL WATER LINE TRENCH N.T.S.E X 1.BACKFILL WITH COMPACTED BACKFILL PER CARMEL STANDARD DRAWING 10-32. 2.BACKFILL WITH COMPACTED BACKFILL PER DETAIL E/C3.2. CODED NOTES: SM.H.EX. SAN M.H.RIM = 884.12XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMT ESMT ESMTESMTESMTESMTESMT ESMTESMTESMT3.1'8.2'.ESMT ESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESM T ESM T ESM T ESM T ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMTSANSANSANSANSANSANSANSANWWWWWWWTC: 884.12COCOCOTTTTTWetlandPROPOSEDBUILDINGADDITIONHCHCHCHCHCVANTREE PRESERVATIONFENCINGTREE PRESERVATIONFENCING48'-0"NORTH0feet401" = 20'2060LANDSCAPE PLANL-1MULCHMULCHMULCHMULCH2UF7SL3PW2CB25CN5SL4SL4SL5SL5VS5PL7SL10SLSignedDate3.4.22BRENT A. KING, LICENSE #918EXPIRATION DATE 12/31/2022kla studiosLANDSCAPE ARCHITECTURE + SITE PLANNING9240 Robinhood Circle Westerville Ohio 43082614.530.5273 bking@kla-studios.comwww.kla-studios.comSEEDSEEDSEEDSEEDSEEDSEEDSEED23VC223VC2TREEPROTECTIONFENCINGTREEPROTECTIONFENCINGSEEDSEEDSEED1CK1CK2UF4CK5JS3PW5JS4TD1QR1QR10JS2QR5JS1TD2TD12SN1MG1CK3CB22CK7PL4PG5JS7PL10PL4ZV15CK210JS6SN3CN5UF23JSTREEPROTECTIONFENCING5PLEXISTINGDECIDUOUSTREES (TYP)EXISTINGDECIDUOUSTREES (TYP.)EXISTINGSHRUBS (TYP)EXISTINGDECIDUOUSTREES (TYP)EXISTINGDECIDUOUSTREEEXISTINGSHRUBS (TYP)PROJECT NUMBER:Sheet Name:DATE:SHEET NUMBER:REVISION:STATUS:PROJECT NUMBER:Sheet Name:DATE:SHEET NUMBER:REVISION:STATUS:2029704 MARCH 2022MEDVET INDIANAPOLIS - ANIMAL HOSPITAL 9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032 RENOVATION AND ADDITION 1. SURVEY INFORMATION OBTAINED ELECTRONICALLY. KLASTUDIOS CANNOT ATTEST TO THE ACCURACY OR RELIABILITYOF LEGAL BOUNDARIES, EASEMENTS OR FIELD GATHEREDDATA.2. THE LOCATION OF THE EXISTING UNDERGROUND UTILITIESARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOTBEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITSREPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THEEXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TOCOMMENCING WORK AND AGREES TO BE FULLYRESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BEOCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLYLOCATE AND PRESERVE ANY AND ALL UNDERGROUNDUTILITIES.3. ALL DIMENSIONS ARE TAKEN TO FACE OF CURB ORBUILDING WHERE APPLICABLE UNLESS OTHERWISE NOTED.USE DIMENSIONAL INFORMATION GIVEN. DO NOT SCALEDRAWINGS.4. CONTRACTOR SHALL REFER QUESTIONS ON MATERIALS,FINISHES, LABOR, AND/OR PERFORMANCE STANDARDS NOTSPECIFIED HEREIN TO THE LANDSCAPE ARCHITECT.5. ALL CHANGES TO DESIGN OR PLANT SUBSTITUTIONS ARETO BE AUTHORIZED BY THE LANDSCAPE ARCHITECT.6. CONSULT PLANT SCHEDULE FOR PLANT SIZES ANDSPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR ALLPLANTS DRAWN ON PLANS. PLANT LIST QUANTITIES ARE FORCONVENIENCE ONLY.GENERAL PLANTING NOTES7. ALL PLANTS TO CONFORM TO THE AMERICAN STANDARDFOR NURSERY STOCK (ANSI-Z60.1-2014) IN REGARDS TOSIZING, GROWING AND B&B SPECIFICATIONS.8. ALL PROPOSED PLANTING BEDS TO BE TILLED TO AMINIMUM DEPTH OF 12".9. ALL PLANTING BEDS TO BE FERTILIZED WITH 10-10-10 ORAPPROVED EQUAL.10. PLANTING HOLES TO BE DUG A MINIMUM OF TWICE THEWIDTH AND 6-8 INCHES DEEPER THAN THE SIZE OF THE ROOTBALL OF BOTH SHRUB AND TREE AND TO BE AMENDED WITHORGANIC SOIL CONDITIONER.11. IN AREAS WHERE BEDROCK OR HEAVILY COMPACTEDROCK FILL IS ENCOUNTERED, THE PLANTING HOLES ARE TOBE DUG TO A MINIMUM OF THREE TIMES THE WIDTH AND ONEFOOT DEEPER THAN THE SIZE OF THE ROOT BALL. NOTIFYLANDSCAPE ARCHITECT IF FIELD CONDITIONS WARRANTADJUSTMENT OF PLANT LOCATIONS.12. CONTRACTOR TO PROVIDE A FULL 1 YEAR GUARANTEE ONALL PLANTS INSTALLED AND PROVIDE COMPLETEMAINTENANCE ON ALL WORK DONE BEGINNING ON THE DAYOF APPROVAL FROM OWNER'S REPRESENTATIVE ANDCONTINUING FOR A THREE MONTH DURATION AT WHICH TIMEOWNER'S REPRESENTATIVE WILL DECLARE JOB ACCEPTANCE.13. ALL EXISTING PLANT MATERIAL SHOWN ON THIS PLAN ISTO BE PRESERVED UNLESS SPECIFICALLY NOTEDOTHERWISE.14. ALL SHRUBS AND GROUND COVER BEDS (EXISTING ANDNEW), PLANTING BEDS, AND SHRUB MASSES SHALL HAVE AMINIMUM 3" DEEP SHREDDED HARDWOOD BARK MULCH.MULCH HEDGES IN A CONTINUOUS BED.15. EXISTING GRASS TO BE REMOVED, IF PRESENT, ANDTOPSOIL TO BE SPREAD SMOOTH AND HAND-RAKED TOREMOVE ALL ROCKS AND DEBRIS LARGER THAT 1 INCH INDIAMETER PRIOR TO LAYING SOD OR SEEDING.16. ALL AREAS DISTURBED BY CONSTRUCTION ARE TO BERESTORED, FINE GRADED AND SEEDED. (SEE LANDSCAPEPLANS) . SEEDING OR SODDING BY LANDSCAPE CONTRACTOR.17. IF APPLICABLE LANDSCAPE CONTRACTOR TO COORDINATEWITH EXISTING OR PROPOSED IRRIGATION SYSTEM. IFPROPOSED IRRIGATION SYSTEM COORDINATE WITHIRRIGATION CONTRACTOR AND INSTALLATION OF SYSTEM.TREESCODEQTYBOTANICAL NAMECOMMON NAMESIZECONTAINERREMARKSCB25Carpinus betulus `Fastigiata`Pyramidal European Hornbean2.5" Cal.B&BCK9Cladrastis kentukeaAmerican Yellowwood2.5" Cal.B&BMG1Metasequoia glyptostroboidesDawn Redwood2.5" Cal.B&BPW6Picea abiesNorway Spruce6` Ht.B&BPG4Picea glaucaWhite Spruce6` Ht.B&BQR4Quercus rubraRed Oak2.5" Cal.B&BTD7Taxodium distichumBald Cypress2.5" Cal.B&BUF9Ulmus x `Frontier`American Elm2.5" Cal.B&BZV4Zelkova serrata `Village Green`Sawleaf Zelkova2.5" Cal.B&BSHRUBSCODEQTYBOTANICAL NAMECOMMON NAMESIZECONTAINERREMARKSCK215Calamagrostis x acutiflora `Karl Foerster`Feather Reed Grass1 galCN8Chamaecyparis obtusa 'Nana Gracilis'Graceful Dwarf Hinoki False Cypress4` Ht.B&BJS63Juniperus chinensis `Sea Green`Sea Green Juniper18" Ht.Min.Cont.PL34Physocarpus opulifolius 'Little Devil' TMDwarf Ninebark3 galCont.SL42Schizachyrium scopariumLittle Bluestem Grass1 galCont.SN18Sorghastrum nutansIndian Grass3 galCont.VS5Viburnum opulus `Roseum`European Snowball Viburnum5 galCont.GROUND COVERSCODEQTYBOTANICAL NAMECOMMON NAMESIZECONTAINERSPACINGREMARKSVC246Vinca minorCommon PeriwinkleFlat P.P.18" o.c.PLANT SCHEDULEPLANT LIST AND DETAILSL-2kla studiosLANDSCAPE ARCHITECTURE + SITE PLANNING9240 Robinhood Circle Westerville Ohio 43082614.530.5273 bking@kla-studios.comwww.kla-studios.comSignedDate3.4.22BRENT A. KING, LICENSE #918EXPIRATION DATE 12/31/2022EXISTING TREES TO PRESERVED = 10 TOTALEXISTING SHRUBS TO PRESERVED = 15 TOTALPROJECT NUMBER:Sheet Name:DATE:SHEET NUMBER:REVISION:STATUS:PROJECT NUMBER:Sheet Name:DATE:SHEET NUMBER:REVISION:STATUS:2029704 MARCH 2022MEDVET INDIANAPOLIS - ANIMAL HOSPITAL 9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032 RENOVATION AND ADDITION TYPICAL NEW INTERIOR WALL CASED OPENING RECESSED ITEM PAIR WITH SIDE FRAME DOUBLE ACTING EXISTING TO REMAIN O NEW DOOR (TYPICAL) DOUBLE EGRESS 180 SWING DUTCH BL-A ( VISION PANEL) BORROWED LIGHT TYPICAL EXG. WALL TO REMAIN TYPICAL EXG. WALL TO BE DEMOLISHED A A AA A A TYPICAL EXG. WALL / DOOR TO BE DEMOLISHED FRAMED OPENING ? ?? ? ? ? ? ? ? WALL SECTION IDENTIFICATION DRAWING NUMBER LOCATION DETAIL IDENTIFICATION DOOR NUMBER IDENTIFICATION ROOM NUMBER IDENTIFICATION WINDOW IDENTIFICATION PARTITION TYPE EXISTING COLUMN LINE IDENTIFICATION NEW COLUMN LINE IDENTIFICATION ELEVATION TARGET REVISED DRAWING AREA REVISION NUMBER DRAWING NUMBER LOCATION A8.02 A B C ELEVATION IDENTIFICATION DRAWING NUMBER LOCATION ? PLAN, ELEVATION, SECTION, & DETAIL LEVEL ELEVATION 1 A4.1 ? ASPHALT PAVING CONCRETE - WALL CONCRETE PAVING ROOF SHINGLES - WOOD, ASPHALT BRICK CONCRETE MASONRY UNIT - HOLLOW INSULATION - BATT BRICK & CONCRETE MASONRY UNIT CONCRETE MASONRY UNIT - SOLID ASPHALT W/ AGGR BASE BRICK & CONCRETE MASONRY UNIT CONCRETE MASONRY UNIT - SOLID EARTH SUBGRADE AGGREGATE BASE CONCRETE BRICK CONCRETE MASONRY UNIT - HOLLOW TOPSOIL INSULATION - BATT INSULATION - RIGID PLYWOOD, PARTICLE BOARD WOOD - FINISH WOOD - ROUGH CONTINUOUS WOOD - ROUGH BLOCKING BRICK E.I.F.S., STUCCO METAL PANEL STONE, ASHLAR COURSING TILE CONCRETE MASONRY UNIT - RUNNING BOND GLASS - VISION METAL ROOF CONCRETE MASONRY UNIT - STACK BOND GLASS - SPANDREL SIDING - WOOD, VINYL, ALUMINUM STONE, UNCOURSED GYPSUM BOARD/SHEATHING ROOF SHINGLES - WOOD, ASPHALT PLAN SECTION/DETAIL ELEVATION © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 SYMBOLS & ABBREVIATIONS 04 MARCH 2022 A0.01MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONABBREVIATIONS DRAWING SYMBOLS SYMBOLS ABBREVIATIONS & AND ANGLE @ AT CENTERLINE Ø DIAMETER or ROUND # POUND or NUMBER ARCHITECTURAL STANDARDS DRAWING THE ABBREVIATIONS, MATERIAL, INDICATIONS, DRAWING SYMBOLS AND DIMENSIONING METHODS SHOWN ON THIS DRAWING APPLY TO THE ARCHITECTURAL DRAWINGS ONLY. REFER TO THE SITE SURVEY, SITE DEVELOPMENT, LANDSCAPING, STRUCTURAL, PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS FOR INFORMATION SPECIFIC TO THOSE DRAWINGS. SEVERAL ABBREVIATIONS HAVE MORE THAN ONE MEANING. CONTACT THE ARCHITECT FOR CLARIFICATION IF THE NOTE CONTEXT DOES NOT CLEARLY INDICATE THE INTENDED USAGE. ABBREVIATIONS ARE LISTED IN ALPHABETICAL ORDER, NOT THE WORDS THEY REPRESENT.MATERIAL INDICATIONS ABV ABOVE A.B. ANCHOR BOLT A.C. ACOUSTICAL CEILING ACOUS ACOUSTICAL A.C.T. ACOUSTICAL CEILING TILE A.D. AREA DRAIN ADJ ADJUSTABLE or ADJACENT A.F.F. ABOVE FINISH FLOOR AGGR AGGREGATE ALUM ALUMINUM ALT ALTERNATE ANOD ANODIZED A.P. ACCESS PANEL APPROX APPROXIMATE ARCH ARCHITECTURAL ASPH ASPHALT AUTO AUTOMATIC AVE AVENUE B/ BOTTOM OF BD BOARD B.F.F. BELOW FINISH FLOOR BITUM BITUMINOUS B.L. BORROWED LIGHT BLDG BUILDING BLK BLOCK BLKG BLOCKING BM BEAM BN BULLNOSE BOT BOTTOM BRDG BRIDGING BRG BEARING BRK BRICK BRK MTL BRAKE METAL B. RM BEDROOM BSMT BASEMENT B.U.R. BUILT-UP ROOFING B.W. BOTH WAYS C/L CENTERLINE CAB CABINET CB CHALKBOARD C.B. CATCH BASIN C.C.M. CAST CONCRETE MASONRY CEM CEMENT C.F.M.F. COLD-FORMED METAL FRAMING C.G. CORNER GUARD C.I. CAST IRON C.J. CONTROL JOINT CKTP COOKTOP CL CLOSET CLG CEILING CLKG CAULKING CLR CLEAR C.M.U. CONCRETE MASONRY UNIT CNTR COUNTER C.O. CLEAN OUT COL COLUMN COMP COMPACT (ED) CONC CONCRETE CONF CONFERENCE CONN CONNECT or CONNECTION CONST CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR COORD COORDINATE CORR CORRIDOR CPD CARPET PAD CPT CARPET CRS COURSE CTOP COUNTERTOP CTR CENTER CTSK COUNTERSUNK or COUNTERSINK DBL DOUBLE D. BR DECORATIVE BRICK DEMO DEMOLISH or DEMOLITION DEPT DEPARTMENT DET DETAIL D.F. DRINKING FOUNTAIN DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DISP DISPENSER DK DARK DN DOWN D.O. DOOR OPENING DP DEEP DR DOOR DS DOWNSPOUT DW DISHWASHER DWG DRAWING E EAST EA EACH E.T. ELECTRICAL CONTRACTOR E.E. EACH END E.F.S. EXTERIOR FINISH SYSTEM E.I.F.S. EXTERIOR INSULATION & FINISH SYSTEM E.J. EXPANSION JOINT EL ELEVATION (vertical height) ELEC ELECTRICAL ELEV ELEVATION (view) or ELEVATOR E.M. ENTRANCE MAT EMER EMERGENCY EQ EQUAL EQUIP EQUIPMENT E.W. EACH WAY E.W.C. ELECTRIC WATER COOLER EXH EXHAUST EXIST EXISTING EXP EXPOSED or EXPANSION EXT EXTERIOR F/ FACE OF F.A. FIRE ALARM FAB FABRICATE or FABRICATED F.D. FLOOR DRAIN FDN FOUNDATION F.E. FIRE EXTINGUISHER F.E.C. FIRE EXTINGUISHER CABINET FG FIBERGLASS F.H. FIRE HYDRANT F.H.C. FIRE HOSE CABINET FIN FINISH FLR FLOOR FLSH FLASH FLSHG FLASHING FLUOR FLUORESCENT F.P. FIRE PROTECTION F.R. FIRE RATED F.R.P. FIBERGLASS REINFORCED PLASTIC FRPF FIREPROOF F.R.T. FIRE RETARDANT TREATED F.R.T.W. FIRE RETARDANT TREATED WOOD FT FOOT or FEET FTG FOOTING FURN FURNACE or FURNITURE FURR FURRING FUT FUTURE F.V. FIELD VERIFY F.W.C. FABRIC WALL COVERING G GAS GA GAUGE GALV GALVANIZED G.B. GRAB BAR G.C. GENERAL CONTRACTOR G.F.R.C. GLASS FIBER REINFORCED CONCRETE G.F.R.G. GLASS FIBER REINFORCED GYPSUM G.M. GLASS-MAT GL GLASS GND GROUND GR GRADE GYP GYPSUM H HIGH (vertical length) H.B. HOSE BIBB H.C. HOLLOW CORE HCP HANDICAPPED H.D. HEAVY DUTY or HIGH DENSITY HDWD HARDWOOD HDWR HARDWARE HK HOOK H.M. HOLLOW METAL HORIZ HORIZONTAL HR HANDRAIL or HOUR HT HEIGHT I.D. INSIDE DIAMETER INSUL INSULATION or INSULATED INT INTERIOR JAN JANITOR JST JOIST JT JOINT KTN KITCHEN K.D. KNOCK DOWN or KILN-DRIED K.O.P. KNOCK OUT PANEL L LENGTH LAB LABORATORY LAM LAMINATE LAV LAVATORY LG LONG or LARGE LIN LINEAL LKR LOCKER L.L.H. LONG LEG HORIZONTAL L.L.V. LONG LEG VERTICAL LND LAUNDRY L. RM LIVING ROOM L.V.L. LAMINATED VENEER LUMBER L.V.T. LUXURY VINYL TILE LT LIGHT M MENS, METER MB MARKERBOARD MBL MARBLE MM MILLIMETER MAN MANUAL MAS MASONRY MATL MATERIAL MAX MAXIMUM M.C. MECHANICAL CONTRACTOR or MEDICINE CABINET M.D. MEDIUM DENSITY M.D.O. MEDIUM DENSITY OVERLAY MECH MECHANICAL or MECHANICALLY MED MEDIUM MEMB MEMBRANE MEZZ MEZZANINE MFR MANUFACTURER MH MANHOLE MW MICROWAVE MIL MIL (.001") MIN MINIMUM or MINUTE MIR MIRROR MISC MISCELLANEOUS M.O. MASONRY OPENING MTD MOUNTED MTG MOUNTING MTL METAL MUL MULLION N NORTH N.A. NOT APPLICABLE N.I.C. NOT IN CONTRACT NOM NOMINAL N.T.S. NOT TO SCALE OA OVERALL O.C. ON CENTER O.D. OUTSIDE DIAMETER OFF OFFICE O.H. OPPOSITE HAND OPNG OPENING OPP OPPOSITE ORIG ORIGINAL O.S.B. ORIENTED STRAND BOARD OV OVEN OVHD OVERHEAD OVHG OVERHANG O.W. OPERABLE WALL PART PARTITION PB PARTICLEBOARD PC PRECAST P.C. PLUMBING CONTRACTOR P.E.M.B. PRE-ENGINEERED METAL BUILDING PERF PERFORATED PERP PERPENDICULAR PL PLATE P.L. or ⅊PROPERTY LINE PLAS PLASTIC PLMG PLUMBING PLXG PLEXIGLASS PLYWD PLYWOOD POLY POLYETHYLENE PR PAIR PREENG PRE-ENGINEERED PREFAB PREFABRICATED PREFIN PREFINISHED PT POINT or PAINT P.T. PRESERVATIVE TREATED PTD PAINTED P.T.D. PAPER TOWEL DISPENSER P.T.D./R. PAPER TOWEL DISPENSER w/RECEPTACLE P.T.L. PAPER TOWEL RECEPTACLE P.V.C. POLYVINYL CHLORIDE QTZ QUARTZ R RISER or RESISTANCE (insulation) RAD RADIUS R.A.F. RESILIENT ATHLETIC FLOORING R.B. RESILIENT BASE R.C.P. REINFORCED CONCRETE PIPE RCPT RECEPTACLE R.D. ROOF DRAIN RECT RECTANGULAR RECPT RECEPTIONIST REINF REINFORCED or REINFORCING REM REMOVE REQD REQUIRED REQTS REQUIREMENTS RES RESILIENT RFG REFRIGERATOR RM ROOM RNG RANGE R.O. ROUGH OPENING R.O.W. RIGHT OF WAY R.P. RAISED PANEL (door) R.S.F. RESILIENT SHEET FLOORING RSN RESINOUS FLOORING R.T.F. RESILIENT TILE FLOORING S SOUTH SAN SANITARY S.C. SOLID CORE S. CONC SEALED CONCRETE SCH SCHEDULE S.D. SOAP DISPENSER S.D.T. STATIC DISSIPATIVE TILE SECT SECTION S.F. SQUARE FOOT SH SHELF SHR SHOWER SHT SHEET SHTG SHEATHING SIM SIMILAR S.N. STAIR NOSING S.N.D. SANITARY NAPKIN DISPENSER S.N.R. SANITARY NAPKIN RECEPTACLE SP SPACE or SPACES SPEC SPECIFICATION S. PR SPECIALTY PRODUCT SPKR SPEAKER SPRNK SPRINKLER SQ SQUARE S.S. STAINLESS STEEL S.S.M. SOLID SURFACE MATERIAL S.T. STAIR TREAD STA STATION STD STANDARD STL STEEL STM STORM STN STAINED STO STONE STOR STORAGE STRUCT STRUCTURAL SUSP SUSPENDED S.W.B. SECONDARY WATER-RESISTIVE BARRIER S.Y. SQUARE YARD SYM SYMMETRICAL SYS SYSTEM T TREAD or TEMPERED T/ TOP OF TB TACKBOARD T.B. TOWEL BAR T&B TOP AND BOTTOM T.D. TOWEL DISPENSER TEL TELEPHONE TEMP TEMPORARY TER TERRAZZO TFMR TRANSFORMER T&G TONGUE AND GROOVE THK THICK THRU THROUGH TL TILE T.P.D. TOILET PAPER DISPENSER T.S. TRANSITION STRIP TV TELEVISION TYP TYPICAL UG UNDERGROUND U.L. UNDERWRITERS LABORATORIES INC UNFIN UNFINISHED UNI UNISEX U.N.O. UNLESS NOTED OTHERWISE UR URINAL UTIL UTILITY V.B. VAPOR BARRIER V.C.T. VINYL COMPOSITION TILE VEND VENDING VERT VERTICAL VEST VESTIBULE V.I.F. VERIFY IN FIELD VIN VINYL V.R. VAPOR RETARDER W WIDTH, WEST, WATER, or WIDE FLANGE W/ WITH WC WALLCOVERING W.C. WATER CLOSET WD WOOD WD B. WOOD BASE W/I WITHIN WMP WIRE MESH PARTITION W/O WITHOUT WP WATERPROOF W.R. WATER RESISTANT W.R.B. WATER-RESISTIVE BARRIER WSCT WAINSCOT WT WEIGHT W.W.F. WELDED WIRE FABRIC YD YARD Y.D. YARD DRAIN WALL AND DOOR LEGEND RATED STUD WALL PENETRATION TEST DESIGNATION SCHEDULE RATED MASONRY WALL PENETRATION TEST DESIGNATION SCHEDULE PENETRATION TYPE SCHEDULE DETAIL "A" CONTINUE GYP. BD BEHIND STUD - PROVIDE PROPER PENETRATION PROTECTION AT PENETRATIONS OF WIRE, CONDUIT, ETC AT THIS AREA. PACK STUD CAVITY W/ FIRE SAFING @ LOWER CEILING LINE. ALT: RUN GYP BD TO TOP TRACK IN LIEU OF FIRE SAFING SEAL ALL PENETRATIONS IN TOP TRACK W/ FIRE SEALANT SEAL ALL PENETRATIONS IN TOP TRACK W/ FIRE SEALANT NON-RATED PARTITION 4" ABOVE CEILING W/ CEILINGS OF VARYING HEIGHT (NON-COMBUSTIBLE WALL) PARTITION FRAMING @ DOOR OPENING MTL DECK PROVIDE MIN 1/2" UNDERCUT @ MTL STUDS ANCHOR GYP BD TO STUDS NO CLOSER THAN 6" TO TRACK GYP BD EA SIDE NON RATED PARTITION TO UNDERSIDE OF DECK ANCHOR GYP BD TO STUDS NO CLOSER THAN 6" TO TRACK PROVIDE 1/2" UNDERCUT @ MTL STUDS MTL DECK DEEP LEG TRACK ATTACH TO UNDERSIDE OF DECK/STRUCTURE DO NOT ANCHOR STUDS TO TRACK MTL STUDS CONT. BRIDGING 1/2" MIN TOP EDGE OF GYP BD 1/2"MINGYP BD EA SIDE 6"ELECTRICAL OUTLET BOXES @ FIRE SEPARATION WALLS, & FIREWALLS 24" MIN BETWEEN BOXES RATED PARTITION TO UNDERSIDE OF DECKRATED / NON-RATED WALL INTERSECTIONS RATED WALL ASSEMBLY (2 HR SHOWN) CONTINUE GYP. BD BEHIND STUD - PROVIDE PROPER PENETRATION PROTECTION AT PENETRATIONS OF WIRE, CONDUIT, ETC AT THIS AREA. CEILING NON RATED WALL ASSEMBLY NON RATED WALL ASSEMBLY 1/2" MIN DEEP LEG TRACK ATTACH TO UNDERSIDE OF DECK/STRUCTURE DO NOT ANCHOR STUDS TO TRACK CONT. BRIDGING MTL STUDS TOP EDGE OF GYP BD FIRE SEALANT PACK DECK FLUTES TIGHT W/ FIRE SAFING 1/2"NON-RATED PARTITION 4" ABOVE CEILING MTL STUD BRACES TO STRUCT. ABOVE @ 48" O.C. ALTERNATE DIRECTION CEILING 45° MTL STUD BRACES TO STRUCT. ABOVE @ 48" O.C. ALTERNATE DIRECTION 45°4"45°MIN4"45° FLOOR LINE PROVIDE 1/2" GAP STUD TO TRACK PROVIDE ELONGATED SLOT FOR DEFLECTION SCREW TO STUD @ BTM OF SLOT 20 GA DEEP LEG TRACK MIN 6" LONG W/ 2 - #10 3/4" SELF TAPPING SCREWS TO STUD - ANCHOR TRACK TO STRUCTURE SEE DETAIL "A" 20 GA RUNNER DOOR OPENING MAX 6" SECURE RUNNER TRACK TO 20 GA STUDS W/ 20 GA CLIPS #(4) SELF TAPPING SCREWS MAX (2) 20GA STUDS FLOOR TO UNDERSIDE OF SLAB 6" STRUCTURE LINE DOOR FRAME PROVIDE 1/2" GAP EA SIDE BETWEEN JACK STUDS & FULL HEIGHT STUDS FOR CJ 5 6 3 1 4 2 TYPE OF SINGLE ITEM PENETRATION 1 HR ASSEMBLY "F" RATING 1 HR 2 HR ASSEMBLY "F" RATING 2 HR METALLIC CONDUIT 4"Ø OR SMALLER EMT CONDUIT 6"Ø OR SMALLER STEEL CONDUIT WL1091 WL1091 WL1091 WL1091 NON-METALLIC CONDUIT 2"Ø OR SMALLER SCH 40 PVC WL2038 WL2038 METALLIC PIPE/COPPER PIPE/TUBE 6"Ø OR SMALLER TYPE L OR HEAVIER TUBING 6"Ø OR SMALLER REGULAR OR HEAVIER PIPE WL1091 WL1091 WL1091 WL1091 NON-METALLIC PIPE/TUBE 2"Ø OR SMALLER SCH 40 PVC/CPVC 4"Ø OR SMALLER SCH 40 PVC/CPVC WL2003 WL2014 WL2003 WL2014 CABLE/WIRE W/ NON-COMB JACKETS/INSUL MAX 4 COPPER CONDUCTOR NO 2 AWG OR SMALLER ALUM OR STELL ARMORED/MTL CLAD CABLE WL3015 WL3015 NON-COMBUSTIBLE PIPES/TUBES/VENTS 6"Ø (MAX) TYPE L (OR HEAVIER) COPPER TUBE 6"Ø (MAX) REGULAR (OR HEAVIER) COPPER PIPE 24"Ø (MAX) SCH 10 (OR HEAVIER) STEEL PIPE 24"Ø (MAX) CAST OR DUCTILE IRON PIPE WL1091 WL1091 WL1091 WL1091 WL1091 WL1091 WL1091 WL1091 CABLE/WIRE W/ COMB JACKETS/INSUL MAX NO 10 AWG COPPER MULTI CONDUCTOR (NM) CABLE W/ PVC INSUL MAX 150 PAIR NO 24 AWG COPPER TELEPHONE CABLE W/ PVC INSUL WL3001 WL3001 WL3001 WL3001 COMBUSTIBLE PIPES/TUBES/VENTS 2"Ø (MAX) SCH 40 PVC/CPVC (DWV) PIPING 4"Ø (MAX) SCH 40 PVC/ABS/FRPP 8" OR 10"Ø SCH 40 PVC (DWV) PIPING WL2003 WL2005 WL2003 WL2005 NOTES: 1. TESTS NOTED ARE FOR SINGLE ITEM PENETRATIONS. ALL TEST DESIGNATIONS ARE UNDERWRITERS LABORATORIES (UL) UNLESS NOTED OTHERWISE. 2. FOR PENETRATIONS OTHER THAN THOSE LISTED REFER TO DWG LOCATION OF PENETRATION OR CURRENT UNDERWRITERS LABORATORY FIRE RESISTANCE DIRECTORY FOR PENETRATION TEST. ALL TEST DESIGNATIONS ARE UNDERWRITERS LABORATORIES (UL) UNLESS NOTED OTHERWISE. TYPE OF SINGLE ITEM PENETRATION 1 HR ASSEMBLY "F" RATING 1 HR 2 HR ASSEMBLY "F" RATING 2 HR METALLIC CONDUIT 4"Ø OR SMALLER EMT CONDUIT 6"Ø OR SMALLER STEEL CONDUIT WJ1032 WJ1032 NON-METALLIC CONDUIT 2"Ø OR SMALLER SCH 40 PVC WJ2002 WJ2002 METALLIC PIPE/COPPER PIPE/TUBE 6"Ø OR SMALLER TYPE L OR HEAVIER TUBING 6"Ø OR SMALLER REGULAR OR HEAVIER PIPE WJ1032 WJ1032 NON-METALLIC PIPE/TUBE 2"Ø OR SMALLER SCH 40 PVC/CPVC 4"Ø OR SMALLER SCH 40 PVC/CPVC WJ2015 WJ2015 CABLE/WIRE W/ NON-COMB JACKETS/INSUL MAX 12 COPPER CONDUCTOR NO 12 AWG OR SMALLER W/ TVL INSUL & FLAMTROL JACKET WJ3015 WJ3015 NON-COMBUSTIBLE PIPES/TUBES/VENTS 6"Ø (MAX) TYPE L (OR HEAVIER) COPPER TUBE 6"Ø (MAX) REGULAR (OR HEAVIER) COPPER PIPE 24"Ø (MAX) SCH 10 (OR HEAVIER) STEEL PIPE 24"Ø (MAX) CAST OR DUCTILE IRON PIPE WJ1032 WJ1032 CABLE/WIRE W/ COMB JACKETS/INSUL MAX NO 10 AWG COPPER MULTI CONDUCTOR (NM) CABLE W/ PVC INSUL MAX 100 PAIR NO 24 AWG COPPER TELEPHONE CABLE W/ PVC INSUL WJ3013 WJ3013 COMBUSTIBLE PIPES/TUBES/VENTS 4"Ø (MAX) SCH 40 PVC/CPVC (DWV) PIPING 4"Ø (MAX) SCH 40 PVC/ABS/FRPP 8" OR 10"Ø SCH 40 PVC (DWV) PIPING WJ2012 WJ2012 PENETRATION TYPE LOCATION ASSEMBLY PENETRATION TEST STEEL PIPE 4"Ø OR SMALLER SCH 5 OR HEAVIER IRON PIPE 4"Ø OR SMALLER CAST OR DUCTILE CONDUIT 4"Ø OR SMALLER STL EMT OR STL CONDUIT COPPER TUBE 4"Ø OR SMALLER TYPE L OR HEAVIER L524 SYS #13 G514 F-C-1010 C-AJ-1338 PVC PIPE 4"Ø OR SMALLER SCH 40 SOLID OR HEAVIER SOLID CORE (DWV) RIGID NON-METALLIC CONDUIT 4"Ø OR SMALLER SCH 40 CPVC PIPE 4"Ø OR SMALLER SDR 17 (DWV) WIRE/CABLE L524 SYS #13 G514 L524 SYS #13 G514 F-C-2032 C-AJ-2002 F-C-3013 BATHTUB L524 SYS #13 F-C-2036 WATER CLOSET L524 SYS #13 G514 F-C-2037 F-A-2075 FLOOR DRAIN L524 SYS #13 G514 F-A-2037 F-A-2056 SEE FLOOR PLAN FOR WALL TYPE BLOCKING AS NEEDED FIRESEALANT @ PERIMETER OF BOX (TYP) MAX SIZE IS 16 SQ. INCHES FOR STEEL ELECTRICAL BOXES WITH A MAX OF 100 SQ. INCHES IN 100 SF. OF WALL AREA RATED WALL ASSEMBLY (1 HR SHOWN) PARTITION NOTES INTERIOR WALL TYPES SCHEDULE 1. UNLESS NOTED OTHERWISE, ALL DIMENSIONS ARE FROM FINISHED WALLBOARD TO FINISHED WALLBOARD. 2. DIMENSIONS NOTED AS "(FIELD VERIFY)" SHALL BE CHECKED AT THE SITE BY THE CONTRACTOR AND REVIEWED BY THE ARCHITECT PRIOR TO THEIR INCORPORATION INTO THE WORK. 3. DIMENSIONS NOTED AS "(HOLD)" SHALL BE MAINTAINED WITHOUT VARIANCE. 4. DIMENSIONS NOTED AS "(N.T.S.)" ARE GREATER OR LESS THAN THE PHYSICAL RELATIONSHIP SHOWN. 5. DIMENSIONED WALL THICKNESSES ARE ACTUAL THICKNESSES UNLESS NOTED OTHERWISE. NOMINAL DIMENSIONS ARE USED TO DESCRIBE MATERIALS SUCH AS CONCRETE BLOCK, BRICK, AND WOOD FRAMING. DIMENSIONING METHOD 1. ALL PARTITIONS NOT OTHERWISE DESIGNATED WILL BE TYPE S3J. 2. REFER TO FLOOR PLANS AND LIFE SAFETY DRAWINGS FOR SMOKE PARTITION & FIRE SEPARATION WALL LOCATIONS. 3. PIPES, CABLE TRAYS, CONDUITS, ETC. WHEN PASS THRU A RATED ASSEMBLY SHALL BE PROVIDED WITH APPROPRIATE THRU PENETRATIONATED PROTECTION IN ACCORDANCE W/ UNDERWRITERS APPROVED SYSTEMS & PENETRATION SCHEDULES PROVIDED HEREIN. 4. WHERE PARTITIONS OF VARIOUS THICKNESSES MEET OR WHERE NEW WORK ADJOINS EXISTING CONSTRUCTION, A FLUSH SURFACE SHALL BE PROVIDED ON THE SIDE WHERE FACES ARE STRAIGHT & CONTINUOUS. 5. PARTITION TYPES INDICATED ON PLAN INDICATE THAT THE PARTITION TYPE SHALL RUN CONTINUOUS TO CORNER, EXTERIOR WALL, OR INTERSECTING PARTITION UNLESS NOTED OTHERWISE. 6. PARTITION TYPES REQUIRED TO BE RATED SHALL BE CONSTRUCTED IN ACCORDANCE W/ THE LISTED TESTING AGENCY ASSEMBLY INDICATED (UL = UNDERWRITERS LABORATORIES) ALL OTHER PARTITIONS SHALL BE CONSTRUCTED PER THE SPECIFICATIONS OR GENERALLY ACCEPTED CONSTRUCTION PRACTICES. 7. ALL LOCATIONS TO RECEIVE TILE SHALL HAVE CEMENT BACKER BOARD SUBSTITUTED FOR DRYWALL. 8. WALL AT WET LOCATIONS WHICH ARE NOT RECEIVING TILE SHALL HAVE MOISTURE AND MOLD RESISTANT DRYWALL FOR 4' EACH SIDE AND ABOVE WET LOCATION. 9. U.N.O. SOUND BATTS SHALL BE 3 1/2" AND SHALL BE FROM THE FLOOR TO 4" ABV THE CLG. NOTES: 1. TESTS NOTED ARE FOR SINGLE ITEM PENETRATIONS. ALL TEST DESIGNATIONS ARE UNDERWRITERS LABORATORIES (UL) UNLESS NOTED OTHERWISE. 2. FOR PENETRATIONS OTHER THAN THOSE LISTED REFER TO DWG LOCATION OF PENETRATION OR CURRENT UNDERWRITERS LABORATORY FIRE RESISTANCE DIRECTORY FOR PENETRATION TEST. ALL TEST DESIGNATIONS ARE UNDERWRITERS LABORATORIES (UL) UNLESS NOTED OTHERWISE. INTERIOR PARTITIONS LEGEND S3A S = CORE MATERIAL IDENTIFIER 3 = CORE MATERIAL THICKNESS A = WALL DETAIL MODIFIER CORE MATERIAL THICKNESS CONCRETE* 4 = 4" CONCRETE 6 = 6" CONCRETE 8 = 8" CONCRETE 12 = 12" CONCRETE MASONRY * 4 = 4" CMU 8 = 8" CMU 12 = 12" CMU * VERIFY ALL SIZES W/ STRUCTURAL DRAWINGS CORE MATERIAL INDENTIFERS C = CONCRETE M = MASONRY S = STEEL W = WOOD STEEL* 1 = 1 1/2" STUD 2 = 2 1/2" STUD 3 = 3 5/8" STUD 4 = 4" STUD 6 = 6" STUD WOOD* 1 = FURRING (SEE SPECS) 2 = 2X2 STUD 4 = 2X4 STUD 6 = 2X6 STUD WALL DETAIL MODIFIER A. BLANK B. BLANK C. BLANK D. ONE SIDED GYP - GYP. TO 6" ABV CEILING E. BLANK F. BLANK G. TWO SIDED GYP - GYP. TO 6" ABV CEILING H. TWO SIDED GYP - FULL HT. B.O. STRUCT/ DECK (1 HR. RATED) I. TWO SIDED GYP - KNEE WALL J. TWO SIDED GYP - FULL HT. B.O. STRUCT/ DECK (ACOUSTIC PARTITION) K. ONE SIDED GYP - FULL HT. B.O. STRUCT/ DECK (ACOUSTIC PARTITION) L. BLANK M. BLANK N. LEAD LINED PARTITION, STUDS FULL HEIGHT. ONE SIDED GYP BD TO 6" ABOVE CEILING, LEAD LINING TO 7'-0" A.F.F. (PER PHYSICIST REPORT). O. TWO SIDED GYP - FULL HT. B.O. STRUCT / DECK (ISO CLIP HIGH STC ACOUSTIC PARTITION) P. LEAD LINED PARTITION, STUDS FULL HEIGHT,OUTSIDE LAYER OF GYP.BD. FULL HT. INSIDE GYP BD TO 6" ABOVE CEILING, LEAD LINING TO 7'-0" A.F.F. INSIDE GYP BD (PER PHYSICIST REPORT). Q. 8" CMU PARTITION, COORDINATE WITH STRUCTURAL DRAWINGS (1 HR. RATED) R. TWO SIDED GYP - FULL HT. B.O. STRUCT / DECK (ISO CLIP HIGH STC ACOUSTIC PARTITION), LEAD LINING TO 7'-0" A.F.F. INSIDE GYP BD (PER PHYSICIST REPORT) UNDERSIDE OF STRUCTURE OR BRACING CEILING LINE 1 1/2" MTL STUD AT 16" O.C.SCHEDULED BASE (TYP.)FLOOR DEFLECTION TRACK UL RATING/ GA FILE NO.NO6"MAX.1/2"UNDERCUT STUD 1/2" MIN. WALL TYPE - S1D 5/8" DRYWALL ONE SIDE ONLY INTERIOR PARTITION WALL CONSTRUCTION UNDERSIDE OF STRUCTURE OR BRACING CEILING LINE 3 5/8" MTL STUD AT 16" O.C.SCHEDULED BASE (TYP.)FLOOR DEFLECTION TRACK UL RATING/ GA FILE NO. NO6"UNDERCUT STUD 1/2" MIN. WALL TYPE - S3D 5/8" DRYWALL ONE SIDE ONLYMAX.1/2"CEILING LINE 3 5/8" MTL STUD AT 16" O.C. SCHEDULED BASE (TYP.) FLOOR UL RATING/ GA FILE NO. NO6"WALL TYPE - S3GMAX.1/2"UNDERSIDE OF STRUCTURE OR BRACING CEILING LINE DEFLECTION TRACK UNDERCUT STUD 1/2" MIN. UNDERSIDE OF STRUCTURE CEILING LINE 3 5/8" MTL STUD AT 16" O.C. SCHEDULED BASE (TYP.) FLOOR DEFLECTION TRACK UL RATING/ GA FILE NO. STC-44VARIESMAX.1/2"UNDERCUT STUD 1/2" MIN. WALL TYPE - S3J SOUND ATTENUATION SEAL TO RESIST THE PASSAGE OF SMOKE 5/8" GYPSUM BOARD ACOUSTICAL SEALANT (TYP) UNDERSIDE OF STRUCTURE CEILING LINE 3 5/8" MTL STUD AT 16" O.C. SCHEDULED BASE (TYP.) FLOOR DEFLECTION TRACK UL RATING/ GA FILE NO. UL U465VARIESMAX.1/2"UNDERCUT STUD 1/2" MIN. WALL TYPE - S3H SOUND ATTENUATION FIRESTOP SEALANT (TYP) 5/8" GYPSUM BOARD FIRESTOP SEALANT (TYP) 1-HR RATED EXTEND FIRE RATING INTO DECK FLUTES 3 5/8" MTL STUD AT 16" O.C. UL RATING/ GA FILE NO. NO WALL TYPE - S3P UNDERSIDE OF STRUCTURE CEILING LINE DEFLECTION TRACK MAX.1/2"UNDERCUT STUD 1/2" MIN. LEAD LINING PER PHYSICIST REPORT 6"SCHEDULED BASE (TYP.) FLOOR SOUND ATTENUATION UL RATING/ GA FILE NO. NO WALL TYPE - S3O UNDERSIDE OF STRUCTURE CEILING LINE 3 5/8" MTL STUD AT 16" O.C. SCHEDULED BASE (TYP.) FLOOR DEFLECTION TRACK MAX.1/2"UNDERCUT STUD 1/2" MIN. 5/8" DRYWALL SOUND ATTENUATION ACOUSTICAL SEALANT ACOUSTICAL SEALANT (2) 5/8" DRYWALL 25 ga, 7/8" x 2-9/16" FURRING CHANNEL ISO CLIP (ISOMAX BY KNC OR EQUAL) 7 1/4" UL RATING/ GA FILE NO. NO WALL TYPE - S3R UNDERSIDE OF STRUCTURE CEILING LINE 3 5/8" MTL STUD AT 16" O.C. SCHEDULED BASE (TYP.) FLOOR DEFLECTION TRACK MAX.1/2"UNDERCUT STUD 1/2" MIN. 5/8" DRYWALL SOUND ATTENUATION ACOUSTICAL SEALANT ACOUSTICAL SEALANT (2) 5/8" DRYWALL 25 ga, 7/8" x 2-9/16" FURRING CHANNEL ISO CLIP (ISOMAX BY KNC OR EQUAL) 7 1/4" LEAD LINING PER PHYSICIST REPORT 3 5/8" MTL STUD AT 16" O.C. UL RATING/ GA FILE NO. NO WALL TYPE - S3N UNDERSIDE OF STRUCTURE CEILING LINE DEFLECTION TRACK MAX.1/2"UNDERCUT STUD 1/2" MIN. LEAD LINING PER PHYSICIST REPORT 6"FLOOR SOUND ATTENUATION UL RATING/ GA FILE NO. STC-34 WALL TYPE - S3K UNDERSIDE OF STRUCTURE CEILING LINE 3 5/8" MTL STUD AT 16" O.C. SCHEDULED BASE (TYP.) FLOOR DEFLECTION TRACK MAX.1/2"UNDERCUT STUD 1/2" MIN. SOUND ATTENUATION SEAL TO RESIST THE PASSAGE OF SMOKE 5/8" GYPSUM BOARD ACOUSTICAL SEALANT (TYP) UNDERSIDE OF STRUCTURE FLOOR UL RATING/ GA FILE NO. 1 HR RATED UL U905 WALL TYPE - M8Q 8" CMU FIRE RATED SEALANT AND BACKER ROD MINERAL WOOL CEILING LINE UNDERSIDE OF STRUCTURE CEILING LINE 3 5/8" MTL STUD AT 16" O.C. SCHEDULED BASE (TYP.) FLOOR DEFLECTION TRACK UL RATING/ GA FILE NO. UL U465VARIESMAX.1/2"UNDERCUT STUD 1/2" MIN. WALL TYPE - S3L SOUND ATTENUATION FIRESTOP SEALANT (TYP) 5/8" GYPSUM BOARD FIRESTOP SEALANT (TYP) 1-HR RATED EXTEND FIRE RATING INTO DECK FLUTES UNDERSIDE OF STRUCTURE OR BRACING CEILING LINE 1 1/2" MTL STUD AT 16" O.C. SCHEDULED BASE (TYP.) FLOOR DEFLECTION TRACK UL RATING/ GA FILE NO. NO6"MAX.1/2"UNDERCUT STUD 1/2" MIN. WALL TYPE - S1M 5/8" DRYWALL ONE SIDE ONLY SOUND ATTENUATION LEAD LINING PER PHYSICIST REPORT LEAD LINING PER PHYSICIST REPORT UL RATING/ GA FILE NO. NO WALL TYPE - S6F UNDERSIDE OF STRUCTURE CEILING LINE 6" MTL STUD AT 16" O.C. SCHEDULED BASE (TYP.) UNDERCUT STUD 1/2" MIN. SOUND ATTENUATION SEAL TO RESIST THE PASSAGE OF SMOKE VARIESMAX.1/2"FLOOR DEFLECTION TRACK 5/8" GYPSUM BOARD ACOUSTICAL SEALANT (TYP) © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 INTERIOR PARTITION SCHEDULE 04 MARCH 2022 A0.02MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONWALL CONSTRUCTION TERMINATION FIRE RATING STC RATING COMMENTSDESIGNATION SIDE 1 CORE SIDE 2 5/8" GYP BD 3 5/8" MTL STUDS 5/8" GYP BD STUDS & GYP BD LOW WALL HT AS INDICATED - - - - M8Q --- 8" RUNNING BOND - - - FULL HT TO UNDERSIDE OF DECK OR FIRE RESISTANCE RATED ASSEMBLY 1 HOUR FIRE BARRIER, UL# U905 1 - HOUR WALL - SEE PLAN FOR OTHER PARTITION TYPES THAT MAY BE ASSOCIATED WITH THE CMU WALL.. COORDINATE WITH STRUCTURAL DRAWINGS. S1D 5/8" GYP BD 1 1/2" MTL STUDS - - - STUDS FULL HT, GYP BD 6" ABV CLG OR TO DECK W/ NO CLG - - - - S1M 5/8" GYP BD 1 1/2" MTL STUDS - - - STUDS FULL HT, GYP BD 6" ABV CLG OR TO DECK W/ NO CLG - - - - S3D 5/8" GYP BD 3 5/8" MTL STUDS - - - STUDS FULL HT, GYP BD 6" ABV CLG OR TO DECK W/ NO CLG - - - - S3G 5/8" GYP BD 3 5/8" MTL STUDS 5/8" GYP BD STUDS FULL HT, GYP BD 6" ABV CLG OR TO DECK W/ NO CLG - - - - S3H 5/8" GYP BD 3 5/8" MTL STUDS 5/8" GYP BD FULL HT TO UNDERSIDE OF DECK OR FIRE RESISTANCE RATED ASSEMBLY 1 HOUR FIRE BARRIER, UL# U465 STC 44 1 - HOUR WALL S3J 5/8" GYP BD 3 5/8" MTL STUDS 5/8" GYP BD FULL HT TO UNDERSIDE OF DECK OR FIRE RESISTANCE RATED ASSEMBLY - - - STC 44 ACOUSTIC PARTITION S3K 5/8" GYP BD 3 5/8" MTL STUDS - - - FULL HT TO UNDERSIDE OF DECK OR FIRE RESISTANCE RATED ASSEMBLY - - - STC 34 S3L 5/8" GYP BD 3 5/8" MTL STUDS 5/8" GYP BD FULL HT TO UNDERSIDE OF DECK OR FIRE RESISTANCE RATED ASSEMBLY 1 HOUR FIRE BARRIER, UL# U465 STC 44 1 - HOUR WALL S3N 5/8" GYP BD - LEAD LINED INSIDE LAYER OF SPACE 3 5/8" MTL STUDS - - - STUDS FULL HT, ONE SIDE TO 6" ABV CLG - - - STC 34 LEAD LINED GYP. BD. (PER PHYSICIST REPORT) ON INSIDE LAYER TO 7'-0" A.F.F. S3O 5/8" GYP BD 3 5/8" MTL STUDS WITH ISO CLIPS (2) 5/8" GYP BD FULL HT TO UNDERSIDE OF DECK OR FIRE RESISTANCE RATED ASSEMBLY - - - STC 60 ACOUSTIC PARTITION, PROVIDE ACOUSTICAL BATT INSULATION AND ACOUSTICAL SEALANT AT ALL PENETRATIONS. S3P 5/8" GYP BD - LEAD LINED INSIDE LAYER OF SPACE 3 5/8" MTL STUDS 5/8" GYP BD STUDS FULL HT, ONE SIDE TO 6" ABV CLG OTHER SIDE TO DECK - - - STC 44 LEAD LINED GYP. BD. (PER PHYSICIST REPORT) ON INSIDE LAYER TO 7'-0" A.F.F. S3R 5/8" GYP BD - LEAD LINED INSIDE LAYER OF SPACE 3 5/8" MTL STUDS WITH ISO CLIPS (2) 5/8" GYP BD FULL HT TO UNDERSIDE OF DECK OR FIRE RESISTANCE RATED ASSEMBLY - - - STC 60 ACOUSTIC PARTITION, PROVIDE ACOUSTICAL BATT INSULATION AND ACOUSTICAL SEALANT AT ALL PENETRATIONS. LEAD LINED GYP. BD. (PER PHYSICIST REPORT) ON INSIDE LAYER TO 7'-0" A.F.F.. S6J 5/8" GYP BD 6" MTL STUDS 5/8" GYP BD FULL HT TO UNDERSIDE OF DECK OR FIRE RESISTANCE RATED ASSEMBLY - - - STC 44 ACOUSTIC PARTITION miscellaneous toilet room accessories miscellaneous toilet room accessories wall mounted equipment wall mounted devices 3/8"=1'-0" 3/8"=1'-0" 3/8"=1'-0" 3/8"=1'-0"MAX TO DISPENSER3' - 11"PTD-2 SEE ALSO ACCESSIBILITY SHEET PAPER TOWEL DISPENSER CH-1A COAT HOOKSMAX FOR ADA HEIGHT3' - 11"NON-ADA HEIGHT5' - 6"SND-1 SANITARY NAPKIN DISPOSAL F.V. 2' - 6"MAX REACH3' - 11"BCS-H1 BABY CHANGING STATIONS M-1 MIRRORS FRAMED MIRROR TOILET PAPER DISPENSER TPD-2 MIN1' - 4"CH-1 3' - 0" MAX UNO2' - 9" MINGB-1- GRAB BARS GB-1-18: 18" GB-1-24: 24" GB-1-30: 30" GB-1-36: 36"3' - 5" MAX3' - 3" MINMIN1' - 6"GD-1 SHP-1EDIT AS NEEDED3' - 11"GLOVE HOLDERS SHARPS HOLDER ANALOG CLOCK 7' - 2"3' - 11"MIN1' - 4"LIGHT SWITCH ELECTRIC AND DATA RECEPTACLES MAX3' - 11"ABOVE 34" H COUNTERSAT FLOOR 2' - 10"THERMOSTAT 5' - 0"AT WALL MTD TVS 7' - 6"AT WALL MTD TVSTYP ALIGN TOP WITH DOOR FRAMES7' - 2"WHITEBOARD / MARKERBOARDS W / LEDGE TACKBOARDS UNDER 30" H COUNTERS2' - 6"2' - 0"1' - 8"COUNTERTOP WIRE MANAGEMENT TRAY ACCESS GROMMET UNDER 35" H COUNTERS2' - 11"2' - 5"2' - 1"COUNTERTOP WIRE MANAGEMENT TRAY ACCESS GROMMET MAX3' - 11"MIN1' - 4" MINFEC1' - 6" TYPMARKER LEDGE SCONCE FIXTURE OVER MIRROR 6' - 6"AIPHONE FIRE ALARM PULL SD-1 AD-1 SOAP AND SANITIZER DISPENSERSMAX TO OPERABLE PART3' - 11"MAX TO OPERABLE PART3' - 11"GD-2 GD-3 2' - 11"WALL MOUNTED MONITOR ARM AND KEYBOARD 1' - 6"3' - 0"3' - 2"RECESSED COUNTERTOP BRACE 3' - 6" TYP.SLATWALL3' - 2 1/2"3' - 11 1/2"ADJUST HT TO MISS WALL PROTECTION7' - 2"SEE ELEVATIONS VARIES 3' - 4" MAX.TO BOTTOM OF REFLECTIVE SURFACE© 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 TYP MOUNTING HEIGHTS 04 MARCH 2022 A0.03MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION building blocks accessible route accessible lavatories and water closets accessible kitchens, break rooms, & appliances accessible showers and bathing facilities 4'-6" MINIMUM 3'-3" MIN 3'-5" MAX 1'-6" MINEQUAL2'-10" MAX2'-1" MAX TO F/ CFS 2'-9 MIN3'-0" MAX3'-6" MIN 1'-0" MAX LENGTH OF TUB5'-0" MINIMUM2'-8" MIN 1'-3" MIN1'-4" MAX4'-2" MIN 5'-0" MIN1'-3"1 1/2"4'-2" MIN 5'-2" MIN ≤2'-0"*4'-2" MIN3'-3" MIN3'-5" MAXEQUAL 4'-2" MIN 2'-8" MIN2'-8" MIN 4'-2" MIN1'-5" MIN2'-1" MAX2'-1"MAXWHICHEVER IS HIGHER4'-2" MIN 2'-8" MINEQ EQ 3'-0" MAX FOR LO3'-2" TO 3'-7" FOR HI2'-3" MIN≥4" NTS OBSTRUCTED HIGH FORWARD REACHUNOBSTRUCTED FORWARD REACH NOTE: 2'-6" MIN WIDE CLEAR FLOOR SPACE MUST BE PROVIDED UNDER OBSTRUCTION. MAXIMUM REACH DEPTH IS 2'-1" UNOBSTRUCTED SIDE REACH OBSTRUCTED HIGH SIDE REACH CLEAR FLOOR SPACE PARALLEL APPROACH FORWARD APPROACHCIRCULAR TURNING SPACE NOTE: THE TURNING SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCES 'T'-SHAPED TURNING SPACE NOTE: THE TURNING SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCES ONLY AT EITHER BASE OR THE END OF EITHER ARM KNEE AND TOE CLEARANCES NOTE: CLEAR FLOOR WIDTH AT KNEE AND TOE CLEARANCE SPACE SHALL BE 2'-8" MINIMUM. ADDITIONAL SPACE BEYOND KNEE AND TOE CLEARANCES SHALL BE PERMITTED BENEATH ELEMENTS. LIMITS OF PROTRUDING OBJECTS NOTE: HANDRAILS MAY PROTRUDE 4-1/2" AND DOOR CLOSERSAND DOOR STOPS SHALL BE PERMITTED TO BE 6'-6" A.F.F. REDUCED VERTICAL CLEARANCE NOTE: WHERE VERTICAL CLEARANCE IS LESS THAN 6'-8" A.F.F. AND EXTENDS BEYOND 4" FROM THE SIDE WALL, A BARRIER MUST BE PROVIDED. THE LEADING EDGE OF SUCH BARRIER SHALL BE 2'-3" MAXIMUM A.F.F. AND BE LESS THAN 4" FROM THE POINT OVERHEAD WHERE THE OBSTRUCTION BEGINS CARPET EDGES NOTE: EXPOSED EDGES OF CARPET SHALL HAVE TRIM ALONG THE ENTIRE EDGE OF THE ENTIRE LENGTH OF THE EXPOSED EDGE CARPET SHALL BE SECURELY ATTACHED, IF CUSHIONED IT SHALL BE FIRM, AND THE PILE SHALL BE 1/2" MAXIMUM IN HEIGHT VERTICAL CHANGE IN LEVEL RAMPED CHANGE IN LEVELBEVELED CHANGE IN LEVEL 2 1 DIMENSIONS ARE TO THE BOTTOM OF THE LOWER RECEPTACLE, NOT THE OF THE OUTLET OUTLETS, SWITCHES, & ENVIRONMENTAL CONTROL HEIGHTS AREA OF REFUGE SIGNAGE HEIGHT ALL CHARACTERS MUST BE HIGH CONTRAST, TACTILE CHARACTERS SHALL BE RAISED 1/32" MIN ABOVE THEIR BACKGROUND. ACCESSIBLE LAVATORY A 32"x50" CLEAR FLOOR AREA SHALL BE PROVIDED UNDER THE LAVATORY PER THE INDICATED DIMENSIONS WITH FULL KNEE AND TOE CLEARANCES, THUS CABINETS ARE NOT PERMITTED UNDER THE LAVATORY WITHIN THE REQUIRED CLEAR FLOOR AREA. FRONT EDGE OF VANITY COUNTERTOP COUNTERTOP MOUNTED LAVATORY WALL-HUNG LAVATORY FRONT EDGE OF CLEAR FLOOR SPACE EDGE OF REQUIRED KNEE AND TOE CLEARANCES LAVATORY SECTION INSULATED PIPE PROTECTION AT DRAIN AND HOT WATER SUPPLY ACCESSIBLE WATER CLOSET A CLEAR FLOOR AREA POSITIONED FOR A FORWARD OR PARALLEL APPROACH SHALL BE PROVIDED AT THE WATER CLOSET PER THE LOCATION ABOVE. NOTHING SHALL BE PERMITTED IN THE CLEAR FLOOR AREA EXCEPT FOR GRAB BARS AND OTHER TOILET ROOM ACCESSORIES, ACCESSIBLE ROUTES, TURING RADII, AND OTHER FIXTURES' CLEAR FLOOR AREAS. NO OTHER FIXTURES OR OBSTRUCTIONS ARE PERMITTED IN THE CLEAR FLOOR AREA. FLUSH CONTROLS SHALL BE ON APPROACH SIDE OF TOILET WATER CLOSET MAY BE TANK, FLOOR MOUNTED FLUSH VALVE, OR WALL HUNG FLUSH VALVE. ACCESSIBLE WATER CLOSET REAR WALL GRAB BARS ACCESSIBLE WATER CLOSET SIDE WALL GRAB BARS *DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROL DELIVERY OR PROHIBIT A CONTINUOUS PAPER FLOW DISPENSER LOCATION* ACCESSIBLE URINAL A CLEAR FLOOR SPACE, POSITIONED FOR A FORWARD APPROACH, SHALL BE PROVIDED AND CENTERED ON THE FIXTURE. NOTHING SHALL BE PERMITTED IN THE CLEAR FLOOR AREA EXCEPT FOR THE FIXTURE ITSELF. FLUSH CONTROLS SHALL BE AUTOMATIC OR HAND CONTROLLED. IF HAND CONTROLLED, THEY SHALL BE WITHIN APPLICABLE REACH RANGES. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL BE 1 1/4" TO 1 1/2" OUTSIDE DIAMETER, OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. IF HANDRAILS OR GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1 1/2". ACCESSIBLE LAVATORY SECTION LAVATORIES SHALL BE MOUNTED WITH THE RIM OR COUNTER SURFACE NO HIGHER THAN 34 IN ABOVE THE FINISH FLOOR. PROVIDE A CLEARANCE OF AT LEAST 27 IN ABOVE THE FINISH FLOOR TO THE BOTTOM OF THE APRON. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. ACCESSIBLE BATHTUB w/ REMOVABLE SEAT ACCESSIBLE BATHTUB w/ PERMANENT SEAT CONTROL ENDWALL CONTROL ENDWALL NOTHING SHALL BE PERMITTED IN THE CLEAR FLOOR AREA EXCEPT FOR GRAB BARS AND OTHER TOILET ROOM ACCESSORIES, ACCESSIBLE ROUTES, TURNING RADII, AND OTHER FIXTURES' CLEAR FLOOR AREAS. NOTHING SHALL BE PERMITTED IN THE CLEAR FLOOR AREA EXCEPT FOR GRAB BARS AND OTHER TOILET ROOM ACCESSORIES, ACCESSIBLE ROUTES, TURNING RADII, AND OTHER FIXTURES' CLEAR FLOOR AREAS. ACCESSIBLE BATHTUB GRAB BARS AND CONTROLS CONTROL (FOOT) WALL BACK WALLHEAD WALL THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL BE 1 1/4" TO 1 1/2" OUTSIDE DIAMETER, OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. IF HANDRAILS OR GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1 1/2". TUB FACUET CONTROLS SHALL BE IN THE LOCATION SHOWN. A SHOWER SPRAY UNIT WITH A HOSE AT LEAST 60" LONG THAT CAN BE USED AS BOTH A FIXED SHOWER HEAD AND AS A HAND-HELD SHOWER SHALL BE PROVIDED. BACK WALL CONTROL WALL ACCESSIBLE TRANSFER SHOWER GRAB BARS AND CONTROLSCONTROL (FOOT) WALLHEAD WALLHEAD WALL@ TUB W/FIXED SEATBACK WALLBACK WALLCONTROL LOCATION ADJUSTABLE HANDSHOWER W/ 60" MIN HOSE ACCESSIBLE TRANSFER SHOWER w/ FOLD-DOWN SEAT SHOWER SEAT SHALL BE 17"-19" A.F.F. , 15" MIN WIDE, AND THE FULL DEPTH OF THE SHOWER STALL.CONTROL WALLSEAT WALLBACK WALLSEAT WALLCONTROL LOCATION FRONTTHE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL BE 1 1/4" TO 1 1/2" OUTSIDE DIAMETER, OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. IF HANDRAILS OR GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1 1/2". SHOWER FAUCET CONTROLS SHALL BE IN THE LOCATION SHOWN. A SHOWER SPRAY UNIT WITH A HOSE AT LEAST 60" LONG THAT CAN BE USED BOTH AS BOTH A FIXED SHOWER HEAD AND AS A HAND-HELD SHOWER SHALL BE PROVIDED. ADJUSTABLE HANDSHOWER W/ 60" MIN HOSE ACCESSIBLE UNIT ROLL-IN SHOWER A LAVATORY WITH KNEE & TOE CLEARANCES ARE PERMITTED ON THE CONTROL END OF THE SHOWER. SHOWER DIMENSIONS ARE MEASURED FROM THE INSIDE FACE OF THE FINISHED SHOWER WALL. NOTE: THE CLEAR FLOOR SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCES SIGNAGE CLEAR FLOOR SPACE ALL REQUIRED SIGNS MUST HAVE A 1'-8" x 1'-8" MIN CLEAR FLOOR SPACE ON THE LATCH SIDE OF THE DOOR WITH THE SIGN MOUNTED IN THE CENTER OF THE CLEAR FLOOR SPACE CHANGES IN LEVEL NOTE: DIAGRAMS ARE NOT TO SCALE PUSH SIDE: FRONT APPROACH PUSH SIDE: FRONT APPROACH W/ CLOSER AND LATCH PUSH SIDE: HINGE APPROACH PUSH SIDE: HINGE APPROACH W/ CLOSER AND LATCH PUSH SIDE: LATCH APPROACH PUSH SIDE: LATCH APPROACH WITH CLOSER PULL SIDE: FRONT APPROACH PULL SIDE: HINGE APPROACH OPTION 1 PULL SIDE: HINGE APPROACH OPTION 2 PULL SIDE: LATCH APPROACH OPTION 1 PULL SIDE: LATCH APPROACH OPTION 2 BIFOLD,BIPASS, OR POCKET DOOR: STOP APPROACH RECESSED DOOR: WHEN DOOR IS RECESSED MORE THAN 7", CLEAR FLOOR AREA FOR A FRONT APPROACH W/ CLOSER AND LATCH MUST BE USED DOORWAYS WITHOUT DOORS: REQUIRED WIDTH AND CLEAR FLOOR AREA BIFOLD, BIPASS, OR POCKET DOOR: HINGE OR POCKET APPROACH DOOR AND DOORWAY MANEUVERING CLEARANCES NOTE: DIAGRAMS ARE NOT TO SCALE TWO DOORS IN A SERIES ACCESSIBLE SINK A CLEAR FLOOR SPACE, POSITIONED FOR A PARALLEL OR FORWARD APPROACH, SHALL BE PROVIDED AND CENTERED ON THE FIXTURE. A FORWARD APPROACH IS ONLY REQUIRED IF A STOVE OR RANGE IS ALSO PROVIDED. THE SINK SHALL BE NO HIGHER THAN 34" A.F.F. FAUCET CONTROLS SHALL BE AUTOMATIC OR HAND CONTROLLED. IF HAND CONTROLLED, THEY SHALL BE WITHIN APPLICABLE REACH RANGES AND USABLE WITHOUT PINCHING, GRASPING TIGHTLY, OR REQUIRE TWISTING OF THE WRIST. PARALLEL APPROACH FORWARD APPROACH INSULATED PIPE PROTECTOR IF LEFT OPEN LINE OF KNEE & TOE CLEARANCE. IF FOOD GRINDER IS PROVIDED, IT MUST FALL BEHIND THIS LINE SECTION AT FORWARD APPROACH WASHER OR DRYER CLEAR FLOOR AREA MUST BE CENTERED ON THE APPLIANCE. WASHER AND DRYER SHALL HAVE CONTROLS WITHIN THE REACH RANGE. FRONT LOADING DOORS SHALL BE 1'-3" MIN TO THE BOTTOM OF THE DOOR AND 2'-10" MAX TO THE TOP OF THE DOOR COOKTOP/RANGE CONTROLS MUST BE LOCATED AS TO NOT REQUIRE REACHING OVER ANY BURNER. VENT HOOD CONTROLS MUST BE LOCATED WITHIN THE REACH RANGES REFRIGERATOR/FREEZER AT LEAST 50% OF THE FREEZER COMPARTMENT SHELVES INCLUDING THE BOTTOM OF THE FREEZER SHALL BE 46" A.F.F. MAX DISH WASHER DISHWASHER CLEAR FLOOR AREA MUST BE BEYOND OR ADJACENT TO THE SWING OF THE DISHWASHER DOOR. DRINKING FOUNTAIN A CLEAR FLOOR SPACE MUST BE PROVIDED FOR THE LOW DRINKING FOUNTAIN. BOTH HIGH AND LOW SHALL NOT PROJECT BEYOND THE SURROUNDING WALL MORE THAN 3-1/2". WATER STREAM SHALL EXTEND 4" ABOVE SPOUT OUTLET NOTE: THESE DIAGRAMS ARE BASED ON THE AMERICANS WITH DISABILITIES ACT ACCESSIBLE GUIDLINES, 2010 EDITION AS WELL AS ANSI A117.1-2009. NOT ALL CONDITIONS SHOWN MAY EXIST IN THE PROJECT. CONTRACTOR SHALL REVIEW ALL DIAGRAMS PRIOR TO LAYOUT AND VERIFY ALL CLEAR AREAS, MOUNTING HEIGHTS, AND OTHER CLEARANCES AS SHOWN ARE PROVIDED. MATERIALS, PRODUCTS AND SIZES OF FIXTURES AND EQUIPMENT SHOWN MAY NOT REFLECT THE ACTUAL PRODUCTS OR MATERIALS SPECIFIED IN THE ARCHITECTURAL DRAWINGS. REFER TO THE ACTUAL PRODUCT SPECIFIED OR PROVIDED FOR VERIFICATION. TACTILE SIGN PERMITTED ON PUSH SIDE OF DOORS WITH A CLOSER2' - 8"2' - 10"MAX2' - 3"MINMIN9"MIN 8" MIN 11" MIN 6" 2' - 1" MAX 1' - 5"MIN M IN IM U Mø 5 ' - 2 "5' - 2"MINIMUM MINIMUM 1' - 0" MINIMUM 3' - 2" MINIMUM 1' - 0"MIMIMUM3' - 2"MINIMUM2' - 0"MINIMUM5' - 2"4' - 2" NOTHING SHALL BE PERMITTED IN THE CLEAR FLOOR AREA EXCEPT FOR GRAB BARS AND OTHER TOILET ROOM ACCESSORIES, ACCESSIBLE ROUTES, TURING RADII, AND OTHER FIXTURES' CLEAR FLOOR AREAS. THRESHOLDS FOR TRANSFER SHOWERS SHALL BE 1/2" HIGH 2 1 DOOR ACTUATOR BUTTON CLEAR FLOOR AREA CENTERED ON BUTTON AND BEYOND THE SWING OF ANY DOOR DOOR OPERATOR: REQUIRED CLEAR FLOOR AREA 1 234 567 18 17 16 15 14 13 12 9 8 1011 19 20 2122 33 31 30 29 28 27 26 25 24 2332 TO. F/ CFS2'-1" MAXEQ EQ 4'-2" MIN2'-8" MINF/ VANITY1'-5" MIN TOF/ SINK1'-5" MIN TOEQ EQ TO F/ CFS2'-1" MAX4'-2" MIN2'-8" MIN T/ SINK RIM2'-10" MAX TO2'-3" MINF/ VANITY OR SINK 1'-5" MIN TO 8" MIN 11" MIN 6" MAX 9" MIN.5' - 2" MIN HOLD 1' - 5" SIDE OPPOSITE APPROACH 3'-0" MAX2'-9" MINSEAT HT1'-5" - 1'7"MIN 2' - 0" MIN 1' - 0"6" MAX HOLD 1' - 5" 3' - 5" MIN TO URINAL LIP1'-1 1/2" MINEQ EQ 4' - 2" MIN2' - 8" MIN IF MANUALLY CONTROLLED3' - 7" MAXTO URINAL LIP 1'-1 1/2" MIN URINAL LIP1' - 5" MAXSINK RIM OR COUNTER2'-10" MAX A.F.F. TOA.F.F.2' - 3" MIN2'-8" MIN4'-2" MIN EQ EQ 4'-2" MIN 2'-8" MINEQ EQ 2'-8" MIN4'-2" MIN NTS NTS 2' - 8"MINSEAT DEPTH1' - 4" MINLENGTH OF TUB5' - 0"MIN3'-0" MAX2'-9" MIN6" MAX3"MINMIN1' - 6"1 1/2"MIN1"2' - 0"MIN EQ EQ 3'-0" MAX2'-9" MINMIN 1' - 0"1" @ TUB W/ FIXED SEATING 4'-0" MIN @ TUB W/ FIXED SEAT 1'-3" MAX MAX 1' - 0" MIN 2' - 0" MAX 2' - 0"3'-0" MAX2'-9" MIN3'-0" WIDE ENTRY MIN3' - 2"3'-0" HOLDCONTROL WALLBACK WALL 3' - 0" HOLD MIN 1' - 6"MAX4' - 0"MIN3' - 2"2' - 10" MIN 2" MAX 1' - 6" 4" MAX MIN1' - 6"6" MAX3" MIN3'-0" MAX2'-9" MINMIN 1' - 4"5'-0" MIN5'-0" MIN.2' - 8" MIN 2' - 6" MIN 5" MAX1'-3" MIN2'-8" MIN MIN 1' - 4"3 1/2" MAXMIN4' - 2"3'-2" TO 3'-7" FOR HI3'-0" MAX FOR LO>2' - 3"MAX 4"≥6' - 8"<4" ≥4"MAX2' - 3"<6'-8"1/4" MAX1/4" MAX1/4" MAX1/2" MAX1/4" MIN1/4" MAX4'-2" MIN+0'-2" MIN DOOR WIDTH 4'-2" MIN1'-2" MIN + 1'-2" MIN DOOR WIDTH + 2'-2" MIN DOOR WIDTH 3'-8" MIN2'-2" MIN 4'-2" MIN+ 2'-2" MIN DOOR WIDTH 2'-2" MIN + 2'-2" MIN DOOR WIDTH 3'-8" MIN2'-2" MIN 4'-2" MIN2'-2" MIN + 2'-2" MIN DOOR WIDTH + 2'-2" MIN DOOR WIDTH 3'-8" MIN2'-8" MIN 2'-2" MIN 4'-2" MIN FRONT3'-8" MIN SIDE> 2'-0"≤ 2'-0"**2'-8" CLEAR MIN 3'-2" CLEAR MIN 1'-4"EQ1'-4"EQDOORS SWING OUT 5'-2" MIN WHEN BOTH BOTH DOOR SWING OUT5'-2" MIN WHEN BOTHDOOR SWINGS IN D.W. + 1'-8" MIN WHENBOTH DOORS SWING IND.W. + 4'-2" + D.W. MIN WHENONE DOOR SWINGS IND.W. + 4'-2" MIN WHEN(D.W.)DOOR WIDTH4'-2" MIN+1'-2" MINDOOR WIDTH1'-2"MIN1'-8"MIN>7">7"+ 1'-8" MINDOOR WIDTH2'-8" MIN 2'-2" MIN 3'-8" MIN+ 2'-2" MIN OPEN WIDTH + 3'-8" MIN DOOR WIDTH4'-8" MIN3'-8" MIN 2'-2" MIN 4'-2" MIN+ 2'-2" MIN DOOR WIDTH + 3'-8" MIN DOOR WIDTH4'-8" MIN3'-8" MIN 1'-8"MIN3'-2" MIN + 3'-2" MIN DOOR WIDTH4'-2" MIN2'-2"MIN5'-2" MIN+ 1'-8" MIN DOOR WIDTH 1'-8" MIN3'-11" MAX1'-4" MIN3'-11" MAX1'-4" MINMAX 10"2' - 3" MIN2'-10" MAX*3'-7" MAX3'-11" MAX*>1'-8" TO 2'-1" MAX 1'-8" MAX *3'-7" MAX3'-11" MAX2'-10" MAX*>10" TO 2'-0" 10" MAX MIN1' - 4"3'-7" MAX OBSTRUCTED REACH3'-11" MAX UNOBSTRUCTED REACHDIMENSIONS ARE TO THE TOP OF THE OPERABLE PART, NOT THE OF THE DEVICE MIN 10" MIN 1' - 8"1' - 8" MINTACTILE CHARACTERS4'-11" MAX FOR4'-1" MIN FOR TACTILE SIGNS3'-5" FOR VISUAL CHARACTERS4'-11" MAX4'-1" MIN2" MAX5/8" MINNTS NTS 9" MAX 7" MIN © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 ACCESSIBILITY STANDARDS 04 MARCH 2022 A0.04MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION 1, 2, 3 or 4 HR. FIRE RESISTANCE RATING STC 54; SOUND TEST: RAL-TL83-216 Design No. U415 BXUV.U415 Fire Resistance Ratings - ANSI/UL 263 Design/System/Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. • When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's Mark are considered Certified. Design No. U415 April 24, 2019 Nonbearing Wall Ratings — 1, 2, 3 or 4 Hr * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on April 24, 2019 * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Questions? Print this page Terms of Use Page Top © 2019 UL LLC UL DESIGN NO. U415 UL DESIGN NO. U415 (CONTINUED) UL DESIGN NO. U415 (CONTINUED) UL DESIGN NO. U415 (CONTINUED) 1. Floor, Side and Ceiling Runners — "J" - shaped runner, min 2-1/2 in. deep (min 4 in. deep when System C is used), with unequal legs of 1 in. and 2 in., fabricated from min 24 MSG (min 20 MSG when Item 4A, 4B, 4C, 4D or 7 are used) galv steel. Runners positioned with short leg toward finished side of wall. Runners attached to structural supports with steel fasteners located not greater than 2 in. from ends and not greater than 24 in. OC. "E" - shaped studs (Item 2A) may be used as side runners in place of "J" - shaped runners. 2. Steel Studs — "C-H" - shaped studs, min 2-1/2 in. deep (min 4 in. deep when System C is used), fabricated from min 25 MSG (min 20 MSG when Items 2D, 4A, 4B, 4C, 4D or 7 is used) galv steel. Cut to lengths 3/8 to 1/2 in. less than floor-to-ceiling height and spaced 24 in. or 600 mm OC (max 16 in. OC when Items 4A, 4B, 4C, or 4D are used). 2A. Steel Studs — (Not Shown) — "E" - shaped studs installed back to back in place of "C-H" - shaped studs (Item 2) "E" - shaped studs secured together with steel screws spaced a maximum 12 in. OC. Fabricated from min 25 MSG (min 20 MSG when Item 2D, 4A, 4B or 7 is used) galv steel, min 2-1/2 in. deep (min 4 in. deep when System C is used), with one leg 1 in. long and two legs 3/4 in. long. Shorter legs 1 in. apart to engage gypsum liner panels. Cut to lengths 3/8 to 1/2 in. less than floor to ceiling heights. 2B. Furring Channels — (Optional, Not Shown) — For use with single or double layer systems. Resilient furring channels fabricated from min 25MSG corrosion protected steel, installed horizontally, and spaced vertically a max 24 in. OC. Flange portion of channel attached to each intersecting "C-H" or "E" stud on side of stud opposite the 1 in. liner panels with 1/2 in. long Type S or S-12 pan-head steel screws. When furring channels are used, wallboard to be installed vertically only. Not to be used with Type FRX-G gypsum wallboard, Type RB-LBG (Item 4A), Type Nelco (Item 4B) or cementitious backer units (Item 7). 2C. Furring Channels — For use with System I - "Hat" - shaped, 25 MSG galv steel furring channels attached directly over the inner layers of wallboard to each stud with 2 in. long Type S pan head steel screws. Screws alternate from top flange to bottom flange at each stud intersection. Furring channels spaced vertically max 24 in. OC. 2D. Steel Framing Members* — (Optional, Not Shown) —For use with single or double layer systems. Furring channels and Steel Framing Members as described below. Not to be used with Type FRX-G gypsum wallboard, Type RB-LBG (Item 4A), Type Nelco (Item 4B) or cementitious backer units (Item 7): a. Furring Channels — Formed of No. 25 MSG galv steel. 2-9/16 in. or 2-23/32 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board installed vertically only and attached to furring channels as described in Item 4. b. Steel Framing Members* — Used to attach furring channels (Item 2Da) to studs (Item 2 or 2A). Clips spaced max. 24 in. OC., and secured to studs with No. 8 x 1-1/2 in. minimum self-drilling, S-12 steel screw through the center grommet. Furring channels are friction fitted into clips. RSIC-1 clip for use with 2-9/16 in. wide furring channels. RSIC-1 (2.75) clip for use with 2-23/32 in. wide furring channels. PAC INTERNATIONAL L L C — Types RSIC-1, RSIC-1 (2.75) 2E. Steel Framing Members* — (Optional, Not Shown) —Furring channels and Steel Framing Members as described below. . Not to be used with Type FRX-G gypsum wallboard, Type RB-LBG (Item 4A), Type Nelco (Item 4B), Type X-Ray Shielded Gypsum (Item 4C), Type RPP-Lead Lined Drywall (Item 4F) or cementitious backer units (Item 7). a. Furring Channels — Formed of No. 25 MSG galv steel. Spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 AWG galvanized steel wire.Gypsum board attached to furring channels as described in Item 4. b. Steel Framing Members* — Used to attach furring channels (Item 2Ea) to studs. Clips spaced 24 in. OC., and secured to studs with 2 in. coarse drywall screw with 1 in. diam washer through the center hole. Furring channels are friction fitted into clips. STUDCO BUILDING SYSTEMS — RESILMOUNT Sound Isolation Clips - Type A237R 2F. Steel Framing Members* — (Optional, Not Shown) —For use with single or double layer systems. Furring channels and Steel Framing Members as described below. Not to be used with Type FRX-G gypsum wallboard, Type RB-LBG (Item 4A), Type Nelco (Item 4B) or cementitious backer units (Item 7): a. Furring Channels — Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board installed vertically only and attached to furring channels as described in Item 3. b. Steel Framing Members* — Used to attach furring channels (Item 2Da) to studs (Item 2 or 2A ). Clips spaced max. 24 in. OC. GENIECLIPS secured to studs with No. 8 x 1-1/2 in. minimum self-drilling, S-12 steel screw through the center grommet. Furring channels are friction fitted into clips. PLITEQ INC — Type GENIECLIP 2G. Steel Framing Members* — (Optional, Not Shown) —Furring channels and Steel Framing Members as described below. Not to be used with Type FRX-G gypsum wallboard, Type RB-LBG (Item 4A), Type Nelco (Item 4B), Type X-Ray Shielded Gypsum (Item 4C), Type RPP-Lead Lined Drywall (Item 4F) or cementitious backer units (Item 7): a. Furring Channels — Formed of No. 25 MSG galv steel. Spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item 2Gb. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 AWG galvanized steel wire. Gypsum board attached to furring channels as described in Item 4. b. Steel Framing Members* — Used to attach furring channels (Item 2Ga) to studs. Clips spaced 24 in. OC., and secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center hole. Furring channels are friction fitted into clips. REGUPOL AMERICA — Type SonusClip 2H. Steel Framing Members* — (Optional, Not Shown) —Resilient channels and Steel Framing Members as described below. Not to be used with Type FRX-G gypsum wallboard, Type RB-LBG (Item 4A), Type Nelco (Item 4B), Type X-Ray Shielded Gypsum (Item 4C), Type RPP-Lead Lined Drywall (Item 4F) or cementitious backer units (Item 7):: a. Resilient Channels — Formed of No. 25 MSG galv steel, spaced 24 in. OC, and perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels overlapped 6 in. and secured in place with two No. 8 15 x 1/2 in. Philips Modified Truss screws spaced 2-1/2 in. from the center of the overlap. Gypsum board attached to resilient channels as described in Item 4. b. Steel Framing Members* — Used to attach resilient channels (Item 2Ha) to studs. Clips spaced 48 in. OC., and secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center hole. Resilient channels are secured to clips with one No. 10 x 1/2 in. pan-head self-drilling screw. KEENE BUILDING PRODUCTS CO INC — Type RC+ Assurance Clip 2I. Steel Framing Members* — (Optional, Not Shown) —For use with single or double layer systems. Furring channels and Steel Framing Members as described below. Not to be used with Type FRX-G gypsum board, lead backed gypsum boards (Items 4A-4D), or cementitious backer units (Item 7): a. Furring Channels — Formed of No. 25 MSG galv steel. 2-23/32 in. wide by 7/8 in. or 1-1/2 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board installed vertically only and attached to furring channels as described in Item 4. b. Steel Framing Members* — Used to attach furring channels (Item 2Ia) to studs (Item 2 or 2A). Clips spaced max. 24 in. OC., and secured to studs with No. 8 x 1-1/2 in. minimum self-drilling, S-12 steel screw through the center grommet. Furring channels are friction fitted into clips. CLARKDIETRICH BUILDING SYSTEMS — Type ClarkDietrich Sound Clip 3. Gypsum Board* — Gypsum liner panels, nom 1 in. thick, 24 in. or 600 mm (for metric spacing) wide. Panels cut 1 in. less in length than floor to ceiling height. Vertical edges inserted in "H" portion of "C-H" studs or the gap between the two 3/4 in. legs of the "E" studs. Free edge of end panels attached to long leg of vertical "J" - runners with 1-5/8 in. long Type S steel screws spaced not greater than 12 in. OC. When wall height exceeds liner panel length, liner panel may be butted to extend to the full height of the wall. Horizontal joints need not be backed by steel framing. In System I, butt joints in liner panels are staggered min 36 in. Butt joints backed with 6 in. by 22 in. strips of 3/4 in. thick gypsum wallboard (Item 4). Wallboard strips centered over butt joints and secured to liner panels with six 1-1/2 in. long Type G steel screws, three screws along the 22 in. dimension at the top and bottom of the strips. CGC INC — Type SLX UNITED STATES GYPSUM CO — Type SLX USG BORAL DRYWALL SFZ LLC — Type SLX USG MEXICO S A DE C V — Type SLX 4. Gypsum Board* — System A — 1 Hr Gypsum panels, with beveled, square or tapered edges, nom 5/8 in. thick, 48 in. or 1200 mm wide, applied vertically or horizontally, attached to studs with 1 in. long Type S steel screws spaced 12 in. when installed vertically or 8 in OC when installed horizontally. Horizontal joints need not be backed by steel framing. CGC INC — Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULX, USGX, WRC, WRX UNITED STATES GYPSUM CO — Types AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SGX, SHX, ULIX, ULX, WRC, WRX, USGX. When ULIX is used insulation, Item 6, Batts and Blankets* is required and minimum stud depth is 4 in. USG BORAL DRYWALL SFZ LLC — Types C, SCX, SGX, USGX USG MEXICO S A DE C V — Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULX, USGX, WRC, WRX System B — 2 Hr Gypsum panels, with beveled, square or tapered edges, nom 1/2 in. or 5/8 in. thick, 48 in. or 1200 mm wide, applied vertically or horizontally in two layers. Inner or base layer attached to studs with 1 in. long Type S steel screws spaced 24 in. OC when installed vertically or 16 in. OC when installed horizontally. Outer or face layer attached to studs with 1-5/8 in. long Type S steel screws spaced 12 in. OC when installed vertically and staggered 12 in. from base layer screws or 8 in. OC when installed horizontally and staggered 8 in. from base layer screws. Horizontal joints between inner and outer layers staggered a min of 12 in. Horizontal joints need not be backed by steel framing. Vertical joints centered over studs and staggered 24 in. CGC INC — 1/2 in. Type C, IP-X2, IPC-AR or WRC; 5/8 in. Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULX, USGX, WRC, WRX UNITED STATES GYPSUM CO — 1/2 in. Types C, IP-X2, IPC-AR, or WRC; 5/8 in. Types AR, C, FRX-G, IP-AR, IP- X1, IP-X2, IPC-AR, SCX, SGX, SHX, ULIX, ULX, USGX, WRC, WRX. USG BORAL DRYWALL SFZ LLC — 1/2 in. Type C; 5/8 in. Types C, SCX, SGX, USGX USG MEXICO S A DE C V — 1/2 in. Types C, IP-X2, IPC-AR or WRC; 5/8 in. Types AR, C, IP-AR, IP-X1, IP-X2, IPC- AR, SCX, SHX, ULX, USGX, WRC, WRX System C — 2 Hr Gypsum panels, with beveled, square or tapered edges, nom 3/4 in. thick, 48 in. or 1200 mm wide, applied vertically or horizontally, secured with 1-1/4 in. long Type S steel screws spaced 8 in. OC along vertical edges and 12 in. OC in the field when installed vertically or 8 in. OC along the vertical edges and in the field when installed horizontally. Horizontal joints need not be backed by steel framing. Screws along side joints offset 4 in. Requires min 4 in. deep framing per Items 1, 2 and 3. Requires min 3 in. thick mineral wool batts per Item 6. CGC INC — Types IP-X3 or ULTRACODE UNITED STATES GYPSUM CO — Types IP-X3 or ULTRACODE USG BORAL DRYWALL SFZ LLC — Type ULTRACODE USG MEXICO S A DE C V — Types IP-X3 or ULTRACODE System D — 2 Hr Gypsum panels, with beveled, square or tapered edges, nom 5/8 in. thick, 48 in. or 1200 mm wide, applied vertically or horizontally, attached directly to studs with 1 in. long Type S steel screws spaced 24 in. when installed vertically or 16 in. OC when installed horizontally. Horizontal joints need not be backed by steel framing. Requires face layer of 1/2 or 5/8 in. thick cementitious backer units per Item 7 and min 1-1/2 in. thick mineral wool batts per Item 6. CGC INC — Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULX, USGX, WRC, WRX UNITED STATES GYPSUM CO — Types AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SGX, SHX, ULIX, ULX, USGX, WRC, WRX. USG BORAL DRYWALL SFZ LLC — Types C, SCX, SGX, USGX USG MEXICO S A DE C V — Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULX, USGX, WRC, WRX System E — 2 Hr Gypsum panels, with beveled, square or tapered edges, nom 1/2 in. or 5/8 in. thick, 48 in. or 1200 mm wide, applied vertically or horizontally, attached to studs with 1 in. long Type S steel screws spaced 12 in. OC when installed vertically or 8 in. when installed horizontally. Horizontal joints need not be backed by steel framing. CGC INC — 1/2 in. Types C, IP-X2, IPC-AR; 5/8 in. Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULX, USGX, WRC, WRX UNITED STATES GYPSUM CO — 1/2 in. Types C, IP-X2, IPC-AR; 5/8 in. Types AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SGX, SHX, ULIX, ULX, USGX, WRC, WRX. USG BORAL DRYWALL SFZ LLC — 1/2 in. Type C; 5/8 in. Types C, SCX, SGX, USGX USG MEXICO S A DE C V — 1/2 in. Types C, IP-X2, IPC-AR; 5/8 in. Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULX, USGX, WRC, WRX System F — 2 Hr Gypsum panels, with beveled, square or tapered edges, nom 1/2 in. or 5/8 in. thick, 48 in. or 1200 mm wide, applied vertically in two layers. Inner or base layer attached to resilient furring channels (Item 2B) with 1 in. long Type S steel screws spaced 24 in. Outer or face layer attached to resilient furring channels (Item 2B) with 1-5/8 in. long Type S steel screws spaced 12 in. OC and staggered 12 in. from base layer screws. Joints between inner and outer layers staggered 24 in. CGC INC — 1/2 in. Type C, IP-X2, IPC-AR or WRC; 5/8 in. Types AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULX, USGX, WRC, WRX UNITED STATES GYPSUM CO — 1/2 in. Type C, IP-X2, IPC-AR or WRC; 5/8 in. Types AR, C, FRX-G, IP-AR, IP- X1, IP-X2, IPC-AR, SCX, SGX, SHX, ULIX, ULX, USGX, WRC, WRX. USG BORAL DRYWALL SFZ LLC — 1/2 in. Type C; 5/8 in. Types C, SCX USG MEXICO S A DE C V — 1/2 in. Types C, IP-X2, IPC-AR or WRC; 5/8 in. Types AR, C, IP-AR, IP-X1, IP-X2, IPC- AR, SCX, SHX, ULX, USGX, WRC, WRX System G — 3 Hr Gypsum panels, with beveled, square or tapered edges, nom 5/8 in. thick, 48 in. or 1200 mm wide, applied vertically or horizontally in three layers. Inner or base layer attached to studs with 1 in. long Type S steel screws spaced 24 in. OC when installed vertically or 16 in OC when installed horizontally. Middle layer attached to studs with 1-5/8 in. long Type S steel screws spaced 24 in. when installed vertically or 16 in. OC when installed horizontally. Outer or face layer attached to studs with 2-1/4 in. long Type S steel screws spaced 16 in. when installed vertically or 12 in. OC when installed horizontally. Screws offset 6 in. from layer below. Horizontal joints on adjacent layers staggered a min of 12 in. . Horizontal joints need not be backed by steel framing. Vertical joints centered over studs and staggered 24 in. on adjacent layers. CGC INC — Types C, IP-X2, IPC-AR, WRC UNITED STATES GYPSUM CO — Types C, IP-X2, IPC-AR, WRC USG BORAL DRYWALL SFZ LLC — Type C USG MEXICO S A DE C V — Types C, IP-X2, IPC-AR, WRC System H — 3 Hr Gypsum panels, with beveled, square or tapered edges, nom 5/8 in. thick, 48 in. or 1200 mm wide, applied vertically or horizontally, two layers over the flange of the "C" section of the studs, one layer over the flange of the "H" section of the studs. Inner or base layer attached to studs with 1 in. long Type S steel screws spaced 24 in. OC when installed vertically or 16 in. OC when installed horizontally. Face layer attached to studs with 1-5/8 in. long Type S steel screws spaced 16 in. when installed vertically or 12 in. OC when installed horizontally. Screws offset 6 in. from layer below. Horizontal joints on adjacent layers staggered a min of 12 in. Horizontal joints need not be backed by steel framing. Vertical joints centered over studs and staggered 24 in. on adjacent layers. CGC INC — Types C, IP-X2, IPC-AR, WRC UNITED STATES GYPSUM CO — Types C, IP-X2, IPC-AR, WRC USG BORAL DRYWALL SFZ LLC — Type C USG MEXICO S A DE C V — Types C, IP-X2, IPC-AR, WRC System I — 4 Hr Gypsum panels, with beveled, square or tapered edges, nom 3/4 in. thick, 4 ft wide (or 1200 mm for metric spacing) wallboard with square or tapered edges. Total of four layers to be used. First and second (inner) layers applied vertically or horizontally over the steel studs. Horizontal joints need not be backed by steel framing. When applied vertically, joints centered over studs and staggered min 24 in., otherwise all joints staggered min 12 in. First layer secured to studs with 1-1/4 in. long Type S self-drilling, self-tapping bugle-head steel screws spaced 24 in. OC. Second layer secured to studs with 2-1/4 in. long Type S self-drilling, self-tapping bugle-head steel screws spaced 12 in. OC. Third layer applied vertically over the furring channels (Item 2C) with a 1-1/4 in. long Type S self-drilling, self- tapping bugle-head steel screws spaced 12 in. OC. Fourth layer applied vertically or horizontally with 2-1/4 in. long Type S self-drilling, self-tapping bugle-head steel screws spaced 12 in. OC. When applied vertically, joints to be staggered min 24 in. from third layer, otherwise all joints staggered min 12 in. CGC INC — Types IP-X3 or ULTRACODE UNITED STATES GYPSUM CO — Types IP-X3 or ULTRACODE USG BORAL DRYWALL SFZ LLC — Type ULTRACODE USG MEXICO S A DE C V — Types IP-X3 or ULTRACODE 4A. Gypsum Board* — (As an alternate to Item 4 Systems A, B, C, D, E, G, H, and I when used as the base layer, For direct attachment only) — Nom 5/8 in. or 3/4 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over 20 MSG steel studs and staggered min 1 stud cavity on opposite sides of studs. See Items 1, 2, 2A, 2B and 2D. Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. For Joint Compound see Item 5. To be used with Lead Batten Strips (see Item 9) or Lead Discs or Tabs (see Item 10). RAY-BAR ENGINEERING CORP — Type RB-LBG 4B. Gypsum Board* — (As an alternate to Item 4 Systems A, B, C, D, E, G, H, and I when used as the base layer, For direct attachment only) — Nominal 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 (or #6 by 1-1/4 in. long bugle head fine driller) steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. NEW ENGLAND LEAD BURNING CO INC, DBA NELCO — Type Nelco 4C. Gypsum Board* — (As an alternate to Item 4 Systems A, B, C, D, E, G, H, and I when used as the base layer, For direct attachment only) — Nom 5/8 or 3/4 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over 20 MSG steel studs and staggered min 1 stud cavity on opposite sides of studs. See Items 1, 2, 2A, 2B and 2D. Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. For Joint Compound see Item 5. To be used with Lead Batten Strips (see Item 9A) or Lead Discs (see Item 10A). Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 2 in. wide, max 10 ft long with a max thickness of 0.140 in. placed on the face of studs and attached to the stud with two 1 in. long Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip. MAYCO INDUSTRIES INC — Type X-Ray Shielded Gypsum 4D. Gypsum Board* — (As an alternate to Item 4 Systems A, B, C, D, E, G, H, and I when used as the base layer, For direct attachment only) — Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws gypsum panel steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 2 in. wide, max 8 ft long with a max thickness of 0.14 in. placed on the face of studs and attached to the stud with construction adhesive and two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, nominal 3/8 in. diam by max 0.085 in. thick. Compression fitted or adhered over the screw heads. Lead batten strips and discs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". RADIATION PROTECTION PRODUCTS INC — Type RPP - Lead Lined Drywall 5. Joint Tape and Compound — (Not Shown) Systems A, B, C, E, F, G, H, I Joints on outer layers of gypsum boards (Item 4 and 4A) covered with paper tape and joint compound. Paper tape and joint compound may be omitted when gypsum boards are supplied with square edges. Exposed screw heads covered with joint compound. 6. Batts and Blankets* — Systems A, B, E, F, G, H, I (Optional) — Mineral wool or glass fiber batts partially or completely filling stud cavity. Any mineral wool or glass fiber batt mineral bearing the UL Classification Marking as to Fire Resistance. System A With Type ULIX Gypsum Boards Placed in stud cavities, any min. 3-1/2 in. thick glass fiber insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. Systems C & D Min 3 in. (System C) and min 1-1/2 in. (System D) thick mineral wool batts, friction fitted between the studs and floor and ceiling runners. ROCKWOOL — Type AFB THERMAFIBER INC — Type SAFB, SAFB FF 7. Cementitious Backer Units* — (System D) — Nom 1/2 or 5/8 in. thick panels, square edge, attached to studs over gypsum wallboard with 1-5/8 in. long, Type S-12, corrosion resistant steel screws spaced 8 in. OC and staggered 8 in. from gypsum wall board screws. Joints covered with glass fiber mesh tape. Vertical joints staggered one stud cavity from gypsum wallboard joints. Horizontal joints staggered a min of 12 in. from the gypsum wallboard joints. UNITED STATES GYPSUM CO — Type DCB 8. Laminating Adhesive* — (Optional, Not Shown) — Used to bond outer layer of Cementitious Backer Units (Item 7) to inner layers of Gypsum Board (Item 4) in System D. ANSI A136.1 Type 1 organic adhesive applied with 1/4 in. square notched trowel. See Adhesives (BYWR) in the Fire Resistance Directory or Adhesives (BJLZ) in the Building Materials Directory for names of Classified companies. 9. Lead Batten Strips — (Not Shown, For Use With Item 4A) — Lead batten strips, min 1-1/2 in. wide, max 10 ft long with a max thickness of 0.125 in. Strips placed on the interior face of studs and attached from the exterior face of the stud with two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 4A) and optional at remaining stud locations. Required behind vertical joints. 9A. Lead Batten Strips — (Not Shown, for use with Item 4C) — Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of 0.140 in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. 1 in. long min. Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.5% meeting the Federal specification QQ-L-201f, Grades "B, C or D".. Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 6) and optional at remaining stud locations. 10. Lead Discs or Tabs — (Not Shown, For Use With Item 4A) — Used in lieu of or in addition to the lead batten strips (Item 9) or optional at other locations - Max 3/4 in. diam by max 0.125 in. thick lead discs compression fitted or adhered over steel screw heads or max 1/2 in. by 1-1/4 in. by max 0.125 in. thick lead tabs placed on gypsum boards (Item 4A) underneath screw locations prior to the installation of the screws. Lead discs or tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". 10A. Lead Discs — (Not Shown, for use with Item 4C) — Max 5/16 in. diam by max 0.140 in. thick lead discs compression fitted or adhered over steel screw heads. Lead discs to have a purity of 99.5% meeting the Federal Specification QQ-L-201f, Grades "B, C or D". 11. Lead Batten Strips — (Not Shown, For Use With Item 4B) — Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of 0.142 in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. 1 in. long min. Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 4B) and optional at remaining stud locations. 12. Lead Tabs — (Not Shown, For Use With Item 4B) — 2 in. wide, 5 in. long with a max thickness of 0.142 in. Tabs friction-fit around front face of stud, the stud folded back flange, and the back face of the stud. Tabs required at each location where a screw (that secures the gypsum boards, Item 4B) will penetrate the steel stud. Lead tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead tabs may be held in place with standard adhesive tape if necessary. © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 UL DESIGN NO. U415 04 MARCH 2022 A0.30MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION 1 HR. FIRE RESISTANCE RATING STC 54; SOUND TEST: RAL-TL83-216 Design No. U419 BXUV.U419 Fire Resistance Ratings - ANSI/UL 263 Design/System/Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. • When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's Mark are considered Certified. Design No. U419 March 06, 2018 Nonbearing Wall Ratings — 1, 2, 3 or 4 Hr (See Items 4 & 5 through 5K) * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. 1. Floor and Ceiling Runners — (Not Shown) — For use with Item 2 — Channel shaped, fabricated from min 25 MSG corrosion-protected steel, min depth to accommodate stud size, with min 1-1/4 in. long legs, attached to floor and ceiling with fasteners 24 in. OC max. 1A. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with Item 2B, proprietary channel shaped runners, 3-5/8 in. deep attached to floor and ceiling with fasteners 24 in. OC max. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper25™ Track CRACO MFG INC — SmartTrack25™ MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper25™ Track FUSION BUILDING PRODUCTS — Viper25™ Track IMPERIAL MANUFACTURING GROUP INC — Viper25™ Track 1B. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with Item 2C, proprietary channel shaped runners, 1-1/4 in. wide by 3-5/8 in. deep fabricated from min 0.018 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper20™ Track MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20™ Track FUSION BUILDING PRODUCTS — Viper20™ Track IMPERIAL MANUFACTURING GROUP INC — Viper20™ Track 1C. Framing Members* — Floor and Ceiling Runners — (Not Shown) — In lieu of Item 1 — Channel shaped, attached to floor and ceiling with fasteners 24 in. OC. max. ALLSTEEL & GYPSUM PRODUCTS INC — Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC — Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC — Type SUPREME Framing System UNITED METAL PRODUCTS INC — Type SUPREME Framing System 1D. Floor and Ceiling Runners — (Not Shown) — For use with Item 2A — Channel shaped, fabricated from min 20 MSG corrosion- protected or galv steel, min depth to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners spaced max 24 in. OC. 1E. Framing Members* — Floor and Ceiling Runners — (Not Shown, As an alternate to Item 1) — For use with Items 2E, 5F or 5G or 5I only, channel shaped, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 in. OC. max. CLARKDIETRICH BUILDING SYSTEMS — CD ProTRAK DMFCWBS L L C — ProTRAK MBA METAL FRAMING — ProTRAK RAM SALES L L C — Ram ProTRAK STEEL STRUCTURAL PRODUCTS L L C — Tri-S ProTRAK 1F. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with Item 2F, proprietary channel shaped runners, minimum width to accommodate stud size, with 1- 1/8 in. long legs fabricated from min 0.015 in. (min bare metal thickness) galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. SUPER STUD BUILDING PRODUCTS — The Edge 1G. Framing Members* — Floor and Ceiling Runner — For use with Item 2G, proprietary channel shaped runners, minimum width to accommodate stud size attached to floor and ceiling with fasteners 24 in. OC max. STUDCO BUILDING SYSTEMS — CROCSTUD Track 1H. Floor and Ceiling Runners — (Not Shown) — Channel shaped, fabricated from min 0.02 in. galv steel, min width to accommodate stud size, with min 1 in. long legs, for use with studs specified below and fabricated from min 0.018 in. galv steel or thicker, attached to floor and ceiling with fasteners spaced max 24 in. OC. MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20™ Track VT100 FUSION BUILDING PRODUCTS — Viper20™ Track VT100 IMPERIAL MANUFACTURING GROUP INC — Viper20™ Track VT100 1I. Framing Members* — Floor and Ceiling Runners — (Not Shown, As an alternate to Item 1) — For use with Items 2H, channel shaped, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 in. OC. max. TELLING INDUSTRIES L L C — TRUE-TRACK™ 1J. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with Item 2I, proprietary channel shaped runners, 3-5/8 in. deep attached to floor and ceiling with fasteners 24 in. OC max. TELLING INDUSTRIES L L C — Viper25™ Track 1K. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with Item 2J, proprietary channel shaped runners, 1-1/4 in. wide by 3-5/8 in. deep fabricated from min 0.018 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. TELLING INDUSTRIES L L C — Viper20™ Track 1L. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with Item 2N, proprietary channel shaped runners, 1-1/4 in. wide by min. 3-1/2 in. deep fabricated from min 0.018 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. STEEL INVESTMENT GROUP L L C — AlphaTRAK 1M. Framing Members* — Floor and Ceiling Runners — Not Shown — As an alternate to Item 1 — For use with Item 2O, proprietary channel shaped runners, min width to accommodate stud size, galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. RONDO BUILDING SERVICES PTY LTD — Rondo Wall Track 1N. Framing Members* — Floor and Ceiling Runners — Not Shown — As an alternate to Item 1 — For use with Item 2P, proprietary channel shaped runners, min width to accommodate stud size, galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. OEG BUILDING MATERIALS — OEG Track 1O. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with Item 2Q, proprietary channel shaped runners, min width to accommodate stud size, fabricated from min. 25 MSG (0.018 in. min. bare metal thickness), attached to floor and ceiling with fasteners spaced 24 in. OC max. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper X Track 2. Steel Studs — Channel shaped, fabricated from min 25 MSG corrosion-protected steel, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. 2A. Steel Studs — (As an alternate to Item 2, For use with Items 5B, 5E, 5H, 5J and 5K) — Channel shaped, fabricated from min 20 MSG corrosion-protected or galv steel, 3-1/2 in. min depth, spaced a max of 16 in. OC. Studs friction-fit into floor and ceiling runners. Studs to be cut 5/8 to 3/4 in. less than assembly height. 2B. Framing Members* - Steel Studs — (As an alternate to Item 2, For use with Items 5C, 5I or 5K) — Proprietary channel shaped studs, 3-5/8 in. deep spaced a max of 24 in. OC. Studs to be cut 3/4 in less than the assembly height and installed with a 1/2 in. gap between the end of the stud and track at the bottom of the wall. For direct attachment of gypsum board only. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper25™ CRACO MFG INC — SmartStud25™ MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper25™ FUSION BUILDING PRODUCTS — Viper25™ IMPERIAL MANUFACTURING GROUP INC — Viper25™ 2C. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — proprietary channel shaped steel studs, min depth as indicated under Item 5, spaced a max if 24 in. OC, fabricated from min 0.018 in. thick galv steel. Studs cut 3/8 in. to 3/4 in. less in lengths than assembly heights. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper20™ MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20™ FUSION BUILDING PRODUCTS — Viper20™ IMPERIAL MANUFACTURING GROUP INC — Viper20™ 2D. Framing Members* — Steel Studs — In lieu of Item 2 — Channel shaped studs, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. ALLSTEEL & GYPSUM PRODUCTS INC — Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC — Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC — Type SUPREME Framing System UNITED METAL PRODUCTS INC — Type SUPREME Framing System 2E. Framing Members* — Steel Studs — (Not Shown, As an alternate to Item 2) — For use with Items 5F or 5G or 5I or 5K only, channel shaped studs, min depth as indicated under Item 5F, 5G or 5I, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. CLARKDIETRICH BUILDING SYSTEMS — CD ProSTUD DMFCWBS L L C — ProSTUD MBA METAL FRAMING — ProSTUD RAM SALES L L C — Ram ProSTUD STEEL STRUCTURAL PRODUCTS L L C — Tri-S ProSTUD 2F. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — proprietary channel shaped steel studs, minimum width indicated under Item 5, 1-1/4 in. deep fabricated from min 0.015 in. (min bare metal thickness) galvanized steel. Studs 3/8 in. to 3/4 in. less in lengths than assembly heights. SUPER STUD BUILDING PRODUCTS — The Edge 2G. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — proprietary channel shaped studs, minimum width indicated under Item 5, Studs to be cut 3/8 to 3/4 in less than the assembly height. STUDCO BUILDING SYSTEMS — CROCSTUD 2H. Framing Members* — Steel Studs — (Not Shown, As an alternate to Item 2) — Fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. TELLING INDUSTRIES L L C — TRUE-STUD™ 2I. Framing Members* — Steel Studs — (As an alternate to Item 2, For use with Items 5C or 5L or 5K) — Proprietary channel shaped studs, 3-5/8 in. deep spaced a max of 24 in. OC. Studs to be cut 3/4 in less than the assembly height and installed with a 1/2 in. gap between the end of the stud and track at the bottom of the wall. For direct attachment of gypsum board only. TELLING INDUSTRIES L L C — Viper25™ 2J. Framing Members* — Metal Studs — Not Shown — In lieu of Item 2 — proprietary channel shaped steel studs, min depth as indicated under Item 5, spaced a max if 24 in. OC, fabricated from min 0.018 in. thick galv steel. Studs cut 3/8 in. to 3/4 in. less in lengths than assembly heights TELLING INDUSTRIES L L C — Viper20™ 2K. Framing Members* — Steel Studs — As an alternate to Item 2 — For use with Item 1, channel shaped studs, fabricated from min 25 MSG corrosion-protected steel, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. EB METAL INC — NITROSTUD 2L. Framing Members* — Steel Studs — As an alternate to Item 2 — For use with Item 1, channel shaped studs, fabricated from min 25 MSG corrosion-protected steel, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. OLMAR SUPPLY INC — PRIMESTUD 2M. Framing Members* — Steel Studs — As an alternate to Item 2 — For use with Item 1, channel shaped studs, fabricated from min 25 MSG corrosion-protected steel, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. MARINO/WARE, DIV OF WARE INDUSTRIES INC — StudRite™ 2N. Framing Members*— Steel Studs — As an alternate to Item 2 — proprietary channel shaped steel studs, min depth 3-1/2 in. and as indicated under Item 5, spaced a max of 24 in. OC, fabricated from min 0.018 in. thick galv steel. Studs cut 3/8 in. to 3/4 in. less in length than assembly height. STEEL INVESTMENT GROUP L L C — AlphaSTUD 2O. Framing Members* — Steel Studs — As an alternate to Item 2 — proprietary channel shaped steel studs, min width as indicated under Item 5, galv steel. Studs to be cut 3/8 to 3/4 in. less in lengths than assembly height. Spaced 24 in. OC max. RONDO BUILDING SERVICES PTY LTD — Rondo Lipped Wall Stud 2P. Framing Members* — Steel Studs — As an alternate to Item 2 — proprietary channel shaped steel studs, min width as indicated under Item 5, min 25 MSG galv steel. Studs to be cut 3/8 to 3/4 in. less in lengths than assembly height. Spaced 24 in. OC max. OEG BUILDING MATERIALS — OEG Stud 2Q. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — For use with Item 1O, proprietary channel shaped steel studs, min depth as indicated under Item 5, spaced a max of 24 in. OC, fabricated from min 25 MSG (0.018 in. min. bare metal thickness). Studs cut 3/8 in. to 3/4 in. less in lengths than assembly heights. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper X 3. Wood Structural Panel Sheathing — (Optional, For use with Item 5 Only) — (Not Shown) — 4 ft wide, 7/16 in. thick oriented strand board (OSB) or 15/32 in. thick structural 1 sheathing (plywood) complying with DOC PS1 or PS2, or APA Standard PRP-108, manufactured with exterior glue, applied horizontally or vertically to the steel studs. Vertical joints centered on studs, and staggered one stud space from wallboard joints. Attached to studs with flat-head self-drilling tapping screws with a min. head diam. of 0.292 in. at maximum 6 in. OC. in the perimeter and 12 in. OC. in the field. When used, gypsum panels attached over OSB or plywood panels and fastener lengths for gypsum panels increased by min. 1/2 in. 4. Batts and Blankets* — (Required as indicated under Item 5) — Mineral wool batts, friction fitted between studs and runners. Min nom thickness as indicated under Item 5. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 4A. Batts and Blankets* — (Optional) — Placed in stud cavities, any glass fiber or mineral wool insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 4B. Batts and Blankets* — For use with Item 5K. Placed in stud cavities, any min. 3-1/2 in. thick glass fiber insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 4C. Fiber, Sprayed* — (Optional) and as an alternate to Batts and Blankets (Item 4B) where insulation is required - Spray applied granulated mineral fiber material. The fiber is applied with adhesive at a minimum density of 4.0 pcf to completely fill the wall cavity in accordance with the application instructions supplied with the product. See Fiber, Sprayed (CCAZ). AMERICAN ROCKWOOL MANUFACTURING, LLC — Type Rockwool Premium Plus 5. Gypsum Board* — Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in. The thickness and number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows: Gypsum Board Protection on Each Side of Wall Gypsum Board Protection on Each Side of Wall Gypsum Board Protection on Each Side of Wall Gypsum Board Protection on Each Side of Wall Last Updated on 2018-03-06 * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Questions? Print this page Terms of Use Page Top © 2018 UL LLC UL DESIGN NO. U419 UL DESIGN NO. U419 (CONTINUED) UL DESIGN NO. U419 (CONTINUED) CGC INC — 1/2 in. thick Type C, IP-X2 or IPC-AR; WRC, 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRX or WRC; 3/4 in. thick Types IP-X3 or ULTRACODE UNITED STATES GYPSUM CO — 1/2 in. thick Type C, IP-X2, IPC-AR or WRC; 5/8 in. thick Type SCX, SGX, SHX, WRX, IP-X1, AR, C, WRC, FRX-G, IP-AR, IP-X2, IPC-AR; 3/4 in. thick Types IP-X3 or ULTRACODE USG BORAL DRYWALL SFZ LLC — 1/2 in. Type C; 5/8 in. Types C, SCX, SGX, ULTRACODE USG MEXICO S A DE C V — 1/2 in. thick Type C, IP-X2, IPC-AR or WRC; 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRX, WRC or; 3/4 in. thick Types IP-X3 or ULTRACODE When Item 7B, Steel Framing Members*, is used, Nonbearing Wall Rating is limited to 1 Hr. Min. stud depth is 3-1/2 in., min. thickness of insulation (Item 4) is 3 in., and two layers of gypsum board panels (1/2 in. or 5/8 in. thick) shall be attached to furring channels as described in Item 6. One layer of gypsum board panels (1/2 in. or 5/8 in. thick) attached to opposite side of stud without furring channels as described in Item 6. 5A. Gypsum Board* — (As an alternate to Item 5) — 5/8 in. thick, 24 to 54 in. wide, applied horizontally as the outer layer to one side of the assembly. Secured as described in Item 6. CGC INC — Type SHX. UNITED STATES GYPSUM CO — Type FRX-G, SHX. USG MEXICO S A DE C V — Type SHX. 5B. Gypsum Board* — (Not Shown) — As an alternate to Item 5 when used as the base layer on one or both sides of wall when 5/8 in or 3/4 in. thick products are specified. For direct attachment only to steel studs Item 2A, (not to be used with Item 3) — Nom 5/8 in. or 3/4 in. may be used as alternate to all 5/8 in. or 3/4 in. shown in Item 5, Wallboard Protection on Each Side of Wall table. Nom 5/8 in. or 3/4 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Gypsum board secured to 20 MSG steel studs Item 2A with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. To be used with Lead Batten Strips (see Item 11) or Lead Discs or Tabs (see Item 12). RAY-BAR ENGINEERING CORP — Type RB-LBG 5C. Gypsum Board* — (For Use With Item 2B) — Rating Limited to 1 Hour. 5/8 in. thick, 48 in. wide, Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. (Vertical Application) - The gypsum board is to be installed on each side of the studs with 1 in. long Type S coated steel screws spaced 8 in. OC starting 4 in. from the edge of the board at the vertical edges and 12 in. OC starting 6 in. from the edge of the board at the center of each board. Gypsum boards are to be secured to the top and bottom track with screws spaced 8 in. OC starting 4 in. from the board edge. Fasteners shall not penetrate through both the stud and the track at the same time. Vertical joints are to be centered over studs and staggered one stud cavity on opposite sides of studs. (Horizontal Application) - The gypsum board is to be installed on each side of the studs with 1 in. long Type S coated steel screws spaced 8 in. OC starting 4 in. from the edge of the board at the vertical edges and 12 in. OC starting 6 in. from the edge of the board at the center of each board. Gypsum boards are to be secured to the top and bottom track with screws spaced 8 in. OC starting 4 in. from the board edge. Fasteners shall not penetrate through both the stud and the track at the same time. All horizontal joints are to be backed as outlined under section VI of Volume 1 in the Fire Resistive Directory. CGC INC — Type SCX. UNITED STATES GYPSUM CO — Type SCX, SGX. USG BORAL DRYWALL SFZ LLC — Type SCX USG MEXICO S A DE C V — Type SCX 5D. Gypsum Board* — (As an alternate to Item 5) — 5/8 in. thick, 48 in. wide, applied vertically or horizontally. Secured as described in Item 6. For use with Items 1 and 2 only. CGC INC — Type USGX UNITED STATES GYPSUM CO — Type USGX USG BORAL DRYWALL SFZ LLC — Type USGX USG MEXICO S A DE C V — Type USGX 5E. Gypsum Board* — (Not Shown) — (As an alternate to Item 5 when used as the base layer on one or both sides of wall when 1/2 in. or 5/8 in thick products are specified, For direct attachment only to steel studs Item 2A, not to be used with Item 3). Nominal 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 (or No. 6 by 1-1/4 in. long bugle head fine driller) steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. NEW ENGLAND LEAD BURNING CO INC, DBA NELCO — Nelco 5F. Gypsum Board* — (As an alternate to Item 5) — For use with Items 1E and 2E and limited to 1 Hour Rating only, Gypsum panels with beveled, square or tapered edges, applied vertically, and fastened to the steel studs with 1 in. long Type S screws spaced 8 in. OC along vertical and bottom edges and 12 in. OC in the field. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Steel stud depth shall be a minimum 3-5/8 in. UNITED STATES GYPSUM CO — 5/8 in. thick Type SCX, SGX USG BORAL DRYWALL SFZ LLC — 5/8 in. thick Type SCX, SGX 5G. Gypsum Board* — (As an alternate to Item 5) — For use with Items 1E and 2E only, Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally, as specified in the table below and fastened to the steel studs as described in Item 6. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in. The thickness and number of layers for the 2 hr, 3 hr and 4 hr ratings are as follows: CGC INC — 1/2 in. thick Type C, IP-X2 or IPC-AR;, 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, or; 3/4 in. thick Types IP-X3 or ULTRACODE UNITED STATES GYPSUM CO — 1/2 in. thick Type C, IP-X2, IPC-AR or; 5/8 in. thick Type SCX, SGX, SHX, IP-X1, AR, C, , FRX-G, IP- AR, IP-X2, IPC-AR, ULIX; 3/4 in. thick Types IP-X3 or ULTRACODE USG BORAL DRYWALL SFZ LLC — 1/2 in. Type C; 5/8 in. Types C, SCX, SGX, ULTRACODE USG MEXICO S A DE C V — 1/2 in. thick Type C, IP-X2, IPC-AR or; 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, or; 3/4 in. thick Types IP-X3 or ULTRACODE 5H. Gypsum Board* — (Not Shown) — (As an alternate to Item 5 when used as the base layer on one or both sides of wall when 5/8 or 3/4 in thick products are specified. For direct attachment only to steel studs Item 2A, (not to be used with Item 3) - Nom 5/8 or 3/4 in. may be used as alternate to all 5/8 or 3/4 in. shown in Item 5, Wallboard Protection on Each Side of Wall table. Nom 5/8 or 3/4 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over 20 MSG steel studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Gypsum board secured to 20 MSG steel studs Item 2B with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. For Joint Compound see Item 5. To be used with Lead Batten Strips (see Item 11A) or Lead Discs (see Item 12A). MAYCO INDUSTRIES INC — Type X-Ray Shielded Gypsum 5I. Gypsum Board* — (As an alternate to Item 5) — Nom. 5/8 in. thick gypsum panels with beveled, square or tapered edges installed as described in Item 5. Steel stud minimum depth shall be as indicated in Item 5. CGC INC — Type ULX UNITED STATES GYPSUM CO — Type ULX USG MEXICO S A DE C V — Type ULX 5J. Gypsum Board* — (Not Shown) — (As an alternate to Item 5 when used as the base layer on one or both sides of wall when 1/2 in. or 5/8 in thick products are specified, For direct attachment only to steel studs Item 2A, not to be used with Item 3). Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws gypsum panel steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 2 in. wide, max 8 ft long with a max thickness of 0.14 in. placed on the face of studs and attached to the stud with construction adhesive and two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, nominal 3/8 in. diam by max 0.085 in. thick. Compression fitted or adhered over the screw heads. Lead batten strips and discs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". RADIATION PROTECTION PRODUCTS INC — Type RPP - Lead Lined Drywall 5K. Gypsum Board* — (Not Shown) — (As an alternate to Item 5) — Nom. 5/8 in. thick gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) need not be staggered. The number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows: UL DESIGN NO. U419 (CONTINUED) UNITED STATES GYPSUM CO — 5/8 in. thick Type ULIX 6. Fasteners — (Not Shown) — For use with Items 2 and 2F - Type S or S-12 steel screws used to attach panels to studs (Item 2) or furring channels (Item 7). Single layer systems: 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 8 in. OC when panels are applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. Two layer systems: First layer- 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC with screws offset 8 in. from first layer.Three-layer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in., 5/8 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. Four-layer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 24 in. OC. Fourth layer- 2-5/8 in. long for 1/2 in. thick panels or 3 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. 7. Furring Channels — (Optional, Not Shown, for single or double layer systems) — Resilient furring channels fabricated from min 25 MSG corrosion-protected steel, spaced vertically a max of 24 in. OC. Flange portion attached to each intersecting stud with 1/2 in. long Type S-12 steel screws. Not for use with Item 5A. 7A. Framing Members* — (Optional on one or both sides, not shown, for single or double layer systems) —As an alternate to Item 7, furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. 2-9/16 in. or 2-23/32 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A. b. Steel Framing Members* — Used to attach furring channels (Item 7Aa) to studs (Item 2). Clips spaced max. 48 in. OC. RSIC-1 and RSIC-1 (2.75) clips secured to studs with No. 8 x 1-1/2 in. minimum self-drilling, S-12 steel screw through the center grommet. RSIC-V and RSIC-V (2.75) clips secured to studs with No. 8 x 9/16 in. minimum self-drilling, S-12 steel screw through the center hole. Furring channels are friction fitted into clips. RSIC-1 and RSIC-V clips for use with 2-9/16 in. wide furring channels. RSIC-1 (2.75) and RSIC-V (2.75) clips for use with 2-23/32 in. wide furring channels. PAC INTERNATIONAL L L C — Types RSIC-1, RSIC-V, RSIC-1 (2.75), RSIC-V (2.75). 7B. Framing Members* — (Optional, Not Shown) — As an alternate to Item 7, for single or double layer systems, furring channels and Steel Framing Members on only one side of studs as described below: a. Furring Channels — Formed of No. 25 MSG galv steel, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Batts and Blankets placed in stud cavity as described in Item 5. Two layers of gypsum board attached to furring channels as described in Item 5. Not for use with Item 5A. b. Steel Framing Members* — Used to attach furring channels (Item 7Ba) to one side of studs (Item 2) only. Clips spaced 48 in. OC., and secured to studs with two No. 8 x 2-1/2 in. coarse drywall screws, one through the hole at each end of the clip. Furring channels are friction fitted into clips. KINETICS NOISE CONTROL INC — Type Isomax 7C. Framing Members* — (Not Shown) — (Optional on one or both sides, not shown, for single or double layer systems) — As an alternate to Item 7, furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A. b. Steel Framing Members* — Used to attach furring channels (Item 7Ca) to studs (Item 2). Clips spaced max. 48 in. OC. GENIECLIPS secured to studs with No. 8 x 1-1/2 in. minimum self-drilling, S-12 steel screw through the center grommet. Furring channels are friction fitted into clips. PLITEQ INC — Type GENIECLIP 7D. Steel Framing Members* — (Optional on one or both sides, not shown, for single or double layer systems) — Furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. Spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 AWG galvanized steel wire.. Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A. b. Steel Framing Members* — Used to attach furring channels (Item 7Da) to studs. Clips spaced 48 in. OC., and secured to studs with 2 in. coarse drywall screw with 1 in. diam washer through the center hole. Furring channels are friction fitted into clips STUDCO BUILDING SYSTEMS — RESILMOUNT Sound Isolation Clips - Type A237 or A237R 7E. Steel Framing Members* — (Optional on one or both sides, not shown, for single or double layer systems) — Furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. Spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item 7Eb. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 AWG galvanized steel wire.. Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A and 5E. b. Steel Framing Members* — Used to attach furring channels (Item 7Ea) to studs. Clips spaced 48 in. OC., and secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center hole. Furring channels are friction fitted into clips. REGUPOL AMERICA — Type SonusClip 8. Joint Tape and Compound — Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of outer layers. Paper tape, nom 2 in. wide, embedded in first layer of compound over all joints of outer layer panels. Paper tape and joint compound may be omitted when gypsum panels are supplied with a square edge. 9. Siding, Brick or Stucco — (Optional, Not Shown) —Aluminum, vinyl or steel siding, brick veneer or stucco, meeting the requirements of local code agencies, installed over gypsum panels. Brick veneer attached to studs with corrugated metal wall ties attached to each stud with steel screws, not more than each sixth course of brick. 10. Caulking and Sealants* — (Optional, Not Shown) —A bead of acoustical sealant applied around the partition perimeter for sound control. UNITED STATES GYPSUM CO — Type AS 11. Lead Batten Strips — (Not Shown, For Use With Item 5B) — Lead batten strips, min 1-1/2 in. wide, max 10 ft long with a max thickness of 0.125 in. Strips placed on the interior face of studs and attached from the exterior face of the stud with two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 5B) and optional at remaining stud locations. Required behind vertical joints. 11A. Lead Batten Strips — (Not Shown, For Use With Item 5H) — Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of 0.140 in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. 1 in. long min. Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.5% meeting the Federal specification QQ-L-201f, Grades "B, C or D". Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. 12. Lead Discs or Tabs — (Not Shown, For Use With Item 5B) — Used in lieu of or in addition to the lead batten strips (Item 11) or optional at other locations - Max 3/4 in. diam by max 0.125 in. thick lead discs compression fitted or adhered over steel screw heads or max 1/2 in. by 1-1/4 in. by max 0.125 in. thick lead tabs placed on gypsum boards (Item 5B) underneath screw locations prior to the installation of the screws. Lead discs or tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". 12A. Lead Discs — (Not Shown, for use with Item 5H) — Max 5/16 in. diam by max 0.140 in. thick lead discs compression fitted or adhered over steel screw heads. Lead discs to have a purity of 99.5% meeting the Federal Specification QQ-L-201f, Grades "B, C or D". 13. Lead Batten Strips — (Not Shown, For Use With Item 5E) — Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of 0.142 in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. 1 in. long min. Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 5E) and optional at remaining stud locations. 14. Lead Tabs — (Not Shown, For Use With Item 5E) — 2 in. wide, 5 in. long with a max thickness of 0.142 in. Tabs friction-fit around front face of stud, the stud folded back flange, and the back face of the stud. Tabs required at each location where a screw (that secures the gypsum boards, Item 5E) will penetrate the steel stud. Lead tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead tabs may be held in place with standard adhesive tape if necessary. The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow-Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non- misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "© 2018 UL LLC". © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 UL DESIGN NO. U419 04 MARCH 2022 A0.31MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION UL DESIGN NO. U905 Design No. U905 BXUV - Fire-resistance Ratings - ANSI/UL 263 Certified for United States Design/System/Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. • When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's Mark are considered Certified. Design No. U905 June 10, 2019 Bearing Wall Rating — 2 HR. Nonbearing Wall Rating — 2 HR This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used — See Guide BXUV or BXUV7 * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. 1. Concrete Blocks* — Various designs. Classification D-2 (2 hr). See Concrete Blocks category for list of eligible manufacturers. 2. Mortar — Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. Portland Cement Stucco or Gypsum Plaster — Add 1/2 hr to classification if used. Where combustible members are framed in wall, plaster or stucco must be applied on the face opposite framing to achieve a max. Classification of 1-1/2 hr. Attached to concrete blocks (Item 1). 4. Loose Masonry Fill — If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated perlite loose fill insulation add 2 hr to classification. 5. Foamed Plastic* — (Optional-Not Shown) — 1-1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks (Item 1). ATLAS ROOFING CORP — "EnergyShield Pro Wall Insulation", "EnergyShield Pro 2 Wall Insulation", EnergyShield CGF Pro and EnergyShield Ply Pro CARLISLE COATINGS & WATERPROOFING INC — Type R2+ SHEATHE FIRESTONE BUILDING PRODUCTS CO L L C — "Enverge™ CI Foil Exterior Wall Insulation" and "Enverge™ CI Glass Exterior Wall Insulation" HUNTER PANELS — Types "Xci-Class A", "Xci Foil (Class A)", "Xci 286" RMAX OPERATING L L C — Types "TSX-8500", "ECOMAXci FR", "TSX-8510", "ECOMAX xi FR White", "ECOMAXci", "ECOMAXci FR Air Barrier", "Thermasheath-XP", "Thermasheath", "Durasheath", "Thermasheath-3", "Durasheath-3". THE DOW CHEMICAL CO — Types Thermax Sheathing, Thermax Light Duty Insulation, Thermax Heavy Duty Insulation, Thermax Metal Building Board, Thermax White Finish Insulation, Thermax ci Exterior Insulation, Thermax XARMOR ci Exterior Insulation, Thermax IH Insulation, Thermax Plus Liner Panel, Thermax Heavy Duty Plus (HDP) and TUFF-R™ ci Insulation 5A. Building Units — As an alternate to Items 5, min. 1-in thick polyisocyanurate composite foamed plastic insulation boards, nom. 48 by 48 or 96 in. HUNTER PANELS — "Xci NB", "Xci Ply" RMAX OPERATING L L C — "Thermasheath-SI", "ECOBASEci", "ThermaBase-CI", "ECOMAXci FR Ply", "ECOMAXci Ply". * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.Last Updated on 2019-06-10 Horizontal Section-Nonbearing Wall Design No. U455 STC = 65 PER RAL-TL84-150 Design/System/Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. • When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's Mark are considered Certified. Design No. U455 April 24, 2019 Nonbearing Wall Ratings - 3 Hr * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. 1. Studs — Channel-shaped, 3-1/2 in. wide by 1-1/4 in. deep with 5/16 in. folded back return flange legs. Fabricated from No. 20 MSG galv steel. Max stud spacing 24 in. OC. Studs to be cut 1 in. less than assembly height. 2. Floor and Ceiling Runners — (Not Shown) — Channel-shaped runners, 3-1/2 in. wide by 1-1/4 in. deep, fabricated from No. 20 MSG galv steel. Attached to floor and ceiling with fasteners, 24 in. OC, max. 3. Resilient Channel — 25 MSG galv steel resilient channels spaced vertically max 24 in. OC, flange portion attached to each intersecting stud with 1/2 in. long Type S-12 pan head steel screws. 3A Steel Framing Members* — (Not Shown) — As an alternate to Item 3, furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. 2-9/16 in. or 2-23/32 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self-tapping #6 framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. b. Steel Framing Members* — Used to attach furring channels (Item a) to studs (Item 1). Clips spaced 48 in. OC., and secured to studs with 1-5/8 in. wafer or hex head Type S steel screw through the center grommet. Furring channels are friction fitted into clips. RSIC-1 clip for use with 2-9/16 in. wide furring channels. RSIC-1 (2.75) clip for use with 2-23/32 in. wide furring channels. PAC INTERNATIONAL L L C — Type RSIC-1, RSIC-1 (2.75). 3B Steel Framing Members* — (Optional, Not Shown) — Furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. Spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 AWG galvanized steel wire. Gypsum board attached to furring channels as described in Item 5. b. Steel Framing Members* — Used to attach furring channels (Item 3Ba) to studs. Clips spaced 48 in. OC., and secured to studs with 2 in. coarse drywall screw with 1 in. diam washer through the center hole. Furring channels are friction fitted into clips. STUDCO BUILDING SYSTEMS — RESILMOUNT Sound Isolation Clips - Type A237R 3C. Steel Framing Members* — (Optional, Not Shown) —Furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. Spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item 3Cb. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 AWG galvanized steel wire. Gypsum board attached to furring channels as described in Item 5. b. Steel Framing Members* — Used to attach furring channels (Item 3Ca) to studs. Clips spaced 48 in. OC, and secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center hole. Furring channels are friction fitted into clips. REGUPOL AMERICA — Type SonusClip 3D. Steel Framing Members* — (Optional, Not Shown) —Resilient channels and Steel Framing Members as described below: a. Resilient Channels — Formed of No. 25 MSG galv steel, spaced 24 in. OC, and perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels overlapped 6 in. and secured in place with two No. 8 15 x 1/2 in. Philips Modified Truss screws spaced 2-1/2 in. from the center of the overlap. Gypsum board attached to resilient channels as described in Item 5. b. Steel Framing Members* — Used to attach resilient channels (Item 3Da) to studs. Clips spaced 48 in. OC., and secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center hole. Resilient channels are secured to clips with one No. 10 x 1/2 in. pan-head self-drilling screw. KEENE BUILDING PRODUCTS CO INC — Type RC+ Assurance Clip 3E. Steel Framing Members* — (Not Shown) — As an alternate to Item 3, furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. 2-23/32 in. wide by 7/8 or 1-1/2 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self-tapping #6 framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. b. Steel Framing Members* — Used to attach furring channels (Item a) to studs (Item 1). Clips spaced 48 in. OC., and secured to studs with 1-5/8 in. wafer or hex head Type S steel screw through the center grommet. Furring channels are friction fitted into clips. CLARKDIETRICH BUILDING SYSTEMS — Type ClarkDietrich Sound Clip 4. Batts and Blankets — Placed to fill interior of stud cavity, 3 in. min thickness. ROCKWOOL — Type AFB THERMAFIBER INC — Type SAFB, SAFB FF. 5. Gypsum Board — 1/2 in. thick, 4 ft wide. Attached to resilient or furring channels, base layer with 1 in. Type S steel screws spaced 24 in. OC, face layer with 1-5/8 in. Type S screws spaced 12 in. OC. Wallboard on direct attached side first layer attached to studs with 1 in. Type S-12 steel screws spaced 24 in. OC. Second layer attached to studs with 1-5/8 in. Type S-12 steel screws spaced 24 in. OC. Third layer attached to studs with 2-1/4 in. Type S-12 steel screws spaced 12 in. OC. Wallboard joints oriented vertically, located over studs and offset between layers. CABOT MANUFACTURING ULC — Type C. AMERICAN GYPSUM CO — Types AG-C. CERTAINTEED GYPSUM INC — Type C. CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C —Type LGFC-C/A. GEORGIA-PACIFIC GYPSUM L L C — Types 5, DAPC, TG-C. NATIONAL GYPSUM CO — Types eXP-C, FSK-C, FSW-C, FSMR-C. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type PG-C. PANEL REY S A — Type PRC SAINT-GOBAIN GYPROC MIDDLE EAST FZE — Type Gyproc FireStop, Gyproc FireStop MR, Gyproc FireStop M2TECH, Gyproc FireStop ACTIV'Air, Gyproc FireStop MR ACTIV'Air, Gyproc FireStop M2TECH ACTIV'Air THAI GYPSUM PRODUCTS PCL — Type C. 5A. Gypsum Board (as an alternate to Item 5) — 1/2 in. thick, 4 ft wide. Attached to resilient channels, base layer with 1 in. Type S steel screws spaced 24 in. OC, face layer with 1-5/8 in. Type S screws spaced 12 in OC. Wallboard on direct attached side first layer attached to studs with 1 in. Type S-12 steel screws spaced 24 in. OC. Second layer attached to studs with 1-5/8 in. Type S-12 steel screws spaced 24 in. OC. Third layer attached to studs with 2-1/4 in. Type S-12 steel screws spaced 12 in OC. Wallboard joints oriented vertically, located over studs and offset between layers. As an option, the wallboard joints may be oriented horizontally on the resilient channel side. Joints shall be located over resilient channels with butt joints located over studs with all joints offset between layers. CGC INC — Types C, IP-X2, IPC-AR, WRC UNITED STATES GYPSUM CO — Types C, IP-X2, IPC-AR, WRC USG BORAL DRYWALL SFZ LLC — Type C USG MEXICO S A DE C V — Types C, IP-X2, IPC-AR, WRC 5B. Gypsum Board* — (As an alternate to Items 5, 5A) — 5/8 in. thick. Installed as described in Item 5. NATIONAL GYPSUM CO — Type FSMR-C. UNITED STATES GYPSUM CO — Type ULIX 6. Joint Tape and Compound — Vinyl, dry or premixed joint compound, applied to joints and screw heads; paper tape, 2 in. wide, embedded in first layer of compound over all joints. As an alternate, nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. 7. Caulking and Sealants* — (Optional, Not Shown) — A bead of acoustical sealant applied around the partition perimeter for sound control. UNITED STATES GYPSUM CO — Type AS. 8. Wall and Partition Facings and Accessories* — (Optional, Not Shown) — Nominal 1/2 in. thick, 4 ft wide panels, for optional use as an additional layer on one or both sides of the assembly. Panels attached in accordance with manufacturer's recommendations. When the QR-500 or QR-510 panel is installed between the steel framing and the UL Classified gypsum board, the required UL Classified gypsum board layer(s) is/are to be installed as indicated as to fastener type and spacing, except that the required fastener length shall be increased by a minimum of 1/2 in. Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type QuietRock QR-500 and QR-510 * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.Last Updated on 2019-04-24 UL DESIGN NO. U455 Horizontal Section-Nonbearing Wall © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 UL DESIGN NO. U455 & U905 04 MARCH 2022 A0.32MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION CODE DATA INFORMATION LIFE SAFETY DEVICES LEGEND FIRE EXTINGUISHER FIRE EXTINGUISHER MRI (NON-FERROUS) EXIT DOOR CARD READER FE WALL RATING LEGEND GENERAL LIFE SAFETY NOTES: 1. PROVIDE STENCIL OF WALL RATING ON ALL WALLS WITHIN THE LIMITS OF CONSTRUCTION. STENCIL TO BE RED, 3" HIGH LEGIBLE LETTERING, MINIMUM OF 5'-0" O/C ALONG THE FULL WALL LENGTH, ABOVE CEILING. 2. WALL RATINGS SHOWN ON EXISTING WALLS DENOTE EXISTING WALL RATINGS AS PROVIDED BY THE OWNER. WITHIN THE LIMIT OF CONSTRUCTION, REPAIR / FIRE/STOP WALLS TO MEET EXISTING WALL RATINGS. 3. REFER TO DOOR SCHEDULE FOR DOOR RATING REQUIREMENTS. 0 HOUR SMOKETIGHT PARTITION BUILT TIGHT TO UNDERSIDE OF FLOOR / ROOF DECK ABOVE (EXG) SMOKE BARRIER (EXG) 1/2 HOUR FIRE BARRIER (EXG) ONE-HOUR RATED FIRE BARRIER (EXG) TWO-HOUR RATED FIRE BARRIER (EXG) THREE-HOUR RATED FIRE BARRIER (EXG) PROJECT DESCRIPTION: TURNKEY ANIMAL HOSPITAL FOR MEDVET. ANIMAL HOSPITAL IS A 15,205 SF. RENOVATION AND 15,100 SF. ADDITION OF A TWO STORY 30,305 SQUARE FOOT BUILDING SET ON AN EXISTING 4.5 ACRE SITE. CODE SUMMARY: SITE ZONING: RENOVATION / ADDITION APPLICABLE BUILDING CODES: 2012 INTERNATIONAL BUILDING CODE 2012 INTERNATIONAL MECHANICAL CODE 2006 INTERNATIONAL PLUMBING CODE 2009 INDIANA ELECTRIC CODE 2016 NFPA 72 FOR FIRE ALARMS INDIANA BUILDING CODE 2014 EDITITION (ANSI A117.1-2009) 2012 INTERNATIONAL FIRE CODE 2012 INTERNATIONAL FUEL GAS CODE SAFETY CODE FOR ELEVATORS AND ESCALATORS (ASME A17.1,2007) INDIANA ENERGY CONSERVATION CODE (ANSI/ASHRAE 90.1, 2007) NOTE: ALL MODEL CODES WITH INDIANA AMENDMENTS EXISTING BUILDING DESIGN DATA: - USE GROUP: B BUSINESS - CONSTRUCTION TYPE: II-B TYPE OF WORK PROPOSED: NEW BUILD BUILDING HEIGHT PER IBC 504 - 55' (35'-6" ACTUAL HEIGHT) AREA OF WORK :AREA OCCUPANTS (IBC, TABLE 1004.1.2) FIRST FLOOR: BUSINESS B @ 100 SF GROSS/OCCUPANT: 18,838 SF 190 SECOND FLOOR: BUSINESS B @ 100 SF GROSS/OCCUPANT: 10,895 SF 109 ASSEMBLY A @ 15 SF NET/OCCUPANT: 572 SF 39 TOTAL:30,305 SF 338 MAXIMUM ALLOWABLE FLOOR AREA (IBC 506.2) 92,000 SF FIRE SUPPRESSION AND MONITORING DATA THE BUILDING IS FULLY SPRINKLED. SPRINKLERS WILL BE MODIFIED TO ACCOMMODATE THE NEW TENANT LAYOUT. AUTOMATIC FIRE DETECTION SYSTEM IS EXISTING. SYSTEM WILL BE MODIFIED TO ACCOMMODATE THE NEW TENANT LAYOUT. FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (IBC TABLE 601) PRIMARY STRUCTURAL FRAME: 0 HR BEARING WALLS: EXTERIOR 0 HR INTERIOR 0 HR NONBEARING WALLS EXTERIOR (IBC TABLE 602): 0 HR INTERIOR: 0 HR FLOOR CONSTRUCTION: 0 HR ROOF CONSTRUCTION: 0 HR CORRIDORS (SPRINKLERED) 0 HR (IBC 1018.1) EGRESS: MIN. STAIRWAYS EGRESS WIDTH REQ. (IBC 1009.4): 44" MIN. STAIRWAYS EGRESS WIDTH PROVIDED: 44" MIN. EGRESS WIDTH REQ. (IBC 1005.3.1 EXCEPTION 1): 67.6 IN. EGRESS WIDTH PROVIDED: 192 IN. NUMBER OF EXITS REQ. (IBC 1015.1): 2 NUMBER OF EXITS PROVIDED: 6 MIN. CORRIDOR WIDTH (IBC 1018.2): 44" MAX. COMMON PATH OF TRAVEL DISTANCE (SPRINKLERED) IBC 1021.2.b: 100'-0" MAXIMUM EXIT ACCESS TRAVEL DISTANCE (SPRINKLERED) IBC 1016.2: 300'-0" MAXIMUM DEAD END CORRIDOR LENGTH (SPRINKLERED) IBC 1018.4: 50'-0" INTERIOR WALL AND CEILING FINISH REQUIREMENTS (IBC TABLE 803.9) CLASS INTERIOR EXIT STAIRWAYS AND RAMPS AND EXIT PASSAGEWAYS: B CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND RAMPS: C ROOMS AND ENCLOSED SPACES:C PLUMBING (INDIANA BUILDING CODE (2014 EDITION) TABLE 2902.1): CLASSIFICATION: BUSINESS OCCUPANCY: B (338 occupants = 169 Men & 169 Women) SPACE USE LOAD RATIO 1 PER 25 FOR THE FIRST 50, 1 PER 50 FOR REMAINING M 2 RATIO 1 PER 25 FOR THE FIRST 50, 1 PER 50 FOR REMAINING F WATER CLOSETS RATIO 1 PER 40 FOR THE FIRST 80, 1 PER 80 FOR REMAINING M 2 F LAVATORIES 1 PER 100 SERVICE SINK 3.38 1338B SUBTOTAL 4.38 3.1 3.38 1 5 4 4 1 5 5 4 - REQUIRED PROVIDED 1 DRINKING FOUNTAINS RATIO REQUIRED F M 169 169 EXIT FE MRI 2.38 2 4.38 5 5 2.38 1.1 2 3.1 4 5 1.1 CR AREA SHELLED AT TIME OF THIS CONSTRUCTION COMPLETION x1x5x6x6.5x7x8x10 87654321 2.2 DD F A A C C BB x11 x5.5 E xA xB xC xD xE xF WAITING ROOM 101 EX STAIR S101 RR 105T EXAM 2 122 EXAM 6 126 RR 106T TRIAGE 107A TRAUMA 108 PHARMACY 109 CAT WARD 110 ISOLATION 111B ANTE 111A ISOLATION 111 ICU 112 CLINCAL TEAM 107B ER/TRIAGE 107 PROCEDURE ROOM 107C XRAY 113 RR 114T JAN. 107D WARD 115 BARKING ROOM 115A ? ? ONCOLOGY SHELL SPACE 117 CARDIOLOGY 118 ECHO 118C RR 119T ELEVATOR SURGERY RECEIVING 141 DOCTORS OFFICE 142 EX MEP 120 MEP 135 EXAM 1 121 EXAM 3 123 EXAM 4 124 EXAM 5 125 EXAM 8 128 EXAM 7 127 EXAM 15 136 GRIEF 138 GRIEF 137 EXAM 12 132 EXAM 11 131 EXAM 10 130 EXAM 13 133 EXAM 14 134 EXAM 9 129 SHELLED CT 152A RAD. TECH WORK AREA 152 EX MRI CASSETTE 151 ELECT. 150 RECEIVING / MORGUE 149 READING RM 148 SHELL REHAB 146 ULTRASOUND 145 NEURO SHELL SPACE 144 ENDOSCOPY 143AINTERNAL MEDICINE 143 CORRIDOR X150 RR 140T VESTIBULE 100 CORRIDOR X130 CORRIDOR X120 CORRIDOR X110 CORRIDOR X140 STAIR S100 RR EXIT EXITEXITEXITEXITFE FE FEFE FE FE 40'-0" 34" OPENING PROVIDED 32" MIN. OPENING REQUIRED EXIT ON GRADE 34" OPENING PROVIDED 32" MIN. OPENING REQUIRED EXIT ON GRADE EXITEXITEXIT52'-0"48'-0"81'-0" 68" OPENING PROVIDED 32" MIN. OPENING REQUIRED EXIT ON GRADE CRCR CR 82'-0" 46" OPENING PROVIDED 32" MIN. OPENING REQUIRED EXIT ON GRADE 34" OPENING PROVIDED 32" MIN. OPENING REQUIRED EXIT ON GRADE PRIVATE WK RM 118B WORK RM 118A x2 Y Z NEW GENERATOR / ENCLOSURE PET RELIEF AREA ISOLATION PET RELIEF AREA FE MRI RECEPTION 102 © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 FIRST FLOOR LIFE SAFETY PLAN 04 MARCH 2022 A0.50MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION3/32" = 1'-0"A0.50 1 overall first floor life safety plan x1x5x6x6.5x7x8 x9 x10 87654321 2.2 D F A C B x11 x5.5 E xA xB xC xD xE xF EXIT EXIT92'-0"98'-0" 100'-0" 329 SF BREAK ROOM 230 KITCHENETTE 231 MOTHERS ROOM 225 IT 226 403 SF LOCKER ROOM 224 RR 228T RR 227T WELLNESS 229 581 SF CENTRAL SUPPLY 223 TEAM WORK ROOM 210A DOCTORS 210B SURGERY SUITE 210 XRAY 208 FLUOROSCOPY OR 206 CLEAN STERILE PROCESSING 207B DIRTY STERILE PROCESSING 207A OR 4 204 DIRTY PROCEDURE 205 CORRIDOR X210 OR 1 201 OPEN TO BELOW OR 2 202 OR 3 203 CORRIDOR X220 EX STAIR STAIR CHASE ELEVATOR PRIVATE WORK 221A DENTISTRY 221 DENTISTRY WK RM 221B CAT I-131 219A CAT I-131 ANTE RM 219 MARKETING CLOSET 218 RR 220T COMMUNICATIONS 211 CLINCAL MANAGERS 217 OFFICE 216 OFFICE 215 WORK STATIONS 214 OFFICE 213 OFFICE 212 CORRIDOR X240 B-USE B-USE B-USE FEFE FEFE CR 34" OPENING PROVIDED 32" MIN. OPENING REQUIRED 34" OPENING PROVIDED 32" MIN. OPENING REQUIRED x2 Y Z 1 HR RATED CEILING IN CORRIDOR (UL I504) 572 SF CONFERENCE ROOM 232 EXITFE EXIT46' - 2 7/8" 1 HR RATED CEILING IN CORRIDOR (UL I504) CODE DATA INFORMATION LIFE SAFETY DEVICES LEGEND FIRE EXTINGUISHER FIRE EXTINGUISHER MRI (NON-FERROUS) EXIT DOOR CARD READER FE WALL RATING LEGEND GENERAL LIFE SAFETY NOTES: 1. PROVIDE STENCIL OF WALL RATING ON ALL WALLS WITHIN THE LIMITS OF CONSTRUCTION. STENCIL TO BE RED, 3" HIGH LEGIBLE LETTERING, MINIMUM OF 5'-0" O/C ALONG THE FULL WALL LENGTH, ABOVE CEILING. 2. WALL RATINGS SHOWN ON EXISTING WALLS DENOTE EXISTING WALL RATINGS AS PROVIDED BY THE OWNER. WITHIN THE LIMIT OF CONSTRUCTION, REPAIR / FIRE/STOP WALLS TO MEET EXISTING WALL RATINGS. 3. REFER TO DOOR SCHEDULE FOR DOOR RATING REQUIREMENTS. 0 HOUR SMOKETIGHT PARTITION BUILT TIGHT TO UNDERSIDE OF FLOOR / ROOF DECK ABOVE (EXG) SMOKE BARRIER (EXG) 1/2 HOUR FIRE BARRIER (EXG) ONE-HOUR RATED FIRE BARRIER (EXG) TWO-HOUR RATED FIRE BARRIER (EXG) THREE-HOUR RATED FIRE BARRIER (EXG) PROJECT DESCRIPTION: TURNKEY ANIMAL HOSPITAL FOR MEDVET. ANIMAL HOSPITAL IS A 15,205 SF. RENOVATION AND 15,100 SF. ADDITION OF A TWO STORY 30,305 SQUARE FOOT BUILDING SET ON AN EXISTING 4.5 ACRE SITE. CODE SUMMARY: SITE ZONING: RENOVATION / ADDITION APPLICABLE BUILDING CODES: 2012 INTERNATIONAL BUILDING CODE 2012 INTERNATIONAL MECHANICAL CODE 2006 INTERNATIONAL PLUMBING CODE 2009 INDIANA ELECTRIC CODE 2016 NFPA 72 FOR FIRE ALARMS INDIANA BUILDING CODE 2014 EDITITION (ANSI A117.1-2009) 2012 INTERNATIONAL FIRE CODE 2012 INTERNATIONAL FUEL GAS CODE SAFETY CODE FOR ELEVATORS AND ESCALATORS (ASME A17.1,2007) INDIANA ENERGY CONSERVATION CODE (ANSI/ASHRAE 90.1, 2007) NOTE: ALL MODEL CODES WITH INDIANA AMENDMENTS EXISTING BUILDING DESIGN DATA: - USE GROUP: B BUSINESS - CONSTRUCTION TYPE: II-B TYPE OF WORK PROPOSED: NEW BUILD BUILDING HEIGHT PER IBC 504 - 55' (35'-6" ACTUAL HEIGHT) AREA OF WORK :AREA OCCUPANTS (IBC, TABLE 1004.1.2) FIRST FLOOR: BUSINESS B @ 100 SF GROSS/OCCUPANT: 18,838 SF 190 SECOND FLOOR: BUSINESS B @ 100 SF GROSS/OCCUPANT: 10,895 SF 109 ASSEMBLY A @ 15 SF NET/OCCUPANT: 572 SF 39 TOTAL:30,305 SF 338 MAXIMUM ALLOWABLE FLOOR AREA (IBC 506.2) 92,000 SF FIRE SUPPRESSION AND MONITORING DATA THE BUILDING IS FULLY SPRINKLED. SPRINKLERS WILL BE MODIFIED TO ACCOMMODATE THE NEW TENANT LAYOUT. AUTOMATIC FIRE DETECTION SYSTEM IS EXISTING. SYSTEM WILL BE MODIFIED TO ACCOMMODATE THE NEW TENANT LAYOUT. FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (IBC TABLE 601) PRIMARY STRUCTURAL FRAME: 0 HR BEARING WALLS: EXTERIOR 0 HR INTERIOR 0 HR NONBEARING WALLS EXTERIOR (IBC TABLE 602): 0 HR INTERIOR: 0 HR FLOOR CONSTRUCTION: 0 HR ROOF CONSTRUCTION: 0 HR CORRIDORS (SPRINKLERED) 0 HR (IBC 1018.1) EGRESS: MIN. STAIRWAYS EGRESS WIDTH REQ. (IBC 1009.4): 44" MIN. STAIRWAYS EGRESS WIDTH PROVIDED: 44" MIN. EGRESS WIDTH REQ. (IBC 1005.3.1 EXCEPTION 1): 67.6 IN. EGRESS WIDTH PROVIDED: 192 IN. NUMBER OF EXITS REQ. (IBC 1015.1): 2 NUMBER OF EXITS PROVIDED: 6 MIN. CORRIDOR WIDTH (IBC 1018.2): 44" MAX. COMMON PATH OF TRAVEL DISTANCE (SPRINKLERED) IBC 1021.2.b: 100'-0" MAXIMUM EXIT ACCESS TRAVEL DISTANCE (SPRINKLERED) IBC 1016.2: 300'-0" MAXIMUM DEAD END CORRIDOR LENGTH (SPRINKLERED) IBC 1018.4: 50'-0" INTERIOR WALL AND CEILING FINISH REQUIREMENTS (IBC TABLE 803.9) CLASS INTERIOR EXIT STAIRWAYS AND RAMPS AND EXIT PASSAGEWAYS: B CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND RAMPS: C ROOMS AND ENCLOSED SPACES:C PLUMBING (INDIANA BUILDING CODE (2014 EDITION) TABLE 2902.1): CLASSIFICATION: BUSINESS OCCUPANCY: B (338 occupants = 169 Men & 169 Women) SPACE USE LOAD RATIO 1 PER 25 FOR THE FIRST 50, 1 PER 50 FOR REMAINING M 2 RATIO 1 PER 25 FOR THE FIRST 50, 1 PER 50 FOR REMAINING F WATER CLOSETS RATIO 1 PER 40 FOR THE FIRST 80, 1 PER 80 FOR REMAINING M 2 F LAVATORIES 1 PER 100 SERVICE SINK 3.38 1338B SUBTOTAL 4.38 3.1 3.38 1 5 4 4 1 5 5 4 - REQUIRED PROVIDED 1 DRINKING FOUNTAINS RATIO REQUIRED F M 169 169 EXIT FE MRI 2.38 2 4.38 5 5 2.38 1.1 2 3.1 4 5 1.1 CR AREA SHELLED AT TIME OF THIS CONSTRUCTION COMPLETION © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 SECOND FLOOR LIFE SAFETY PLAN 04 MARCH 2022 A0.51MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION3/32" = 1'-0"A0.51 1 overall second floor life safety plan A. PHASING DIAGRAMS ARE SCHEMATIC IN NATURE SHOWING THE PREFERRED ORDER OF CONSTRUCTION FOR THE PROJECT. THE CONTRACTOR SHALL GENERATE A CONSTRUCTION PHASING WORK PLAN BASED ON THESE DIAGRAMS INCLUDING THE ENTIRE SCOPE OF WORK FOR THE PROJECT. ANY VARIATIONS OF THE ORDER SHALL BE DISCUSSED WITH THE A/E AND OWNER FOR APPROVAL BEFORE MAKING ANY PHASE CHANGES. B. ANY AREAS OF WORK SHOWN IN THE DOCUMENTS, BUT NOT DETAILED HERE IN THE PHASING PLANS SHALL BE SCHEDULED BY THE CONTRACTOR WITHIN AN APPROPRIATE PHASE OF WORK. REVIEW DETAILS WITH THE A/E AND OWNER FOR APPROVAL. C. THE CONTRACTOR SHALL CONSTRUCT TEMPORARY ICRA BARRIERS AROUND THE PROJECT AREA AS NEEDED. THESE PHASING PLANS SHOW THE MINIMUM NUMBER OF BARRIERS REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE ADDITIONAL BARRIERS AS NEEDED. D. THESE DRAWINGS SHOW THE MINIMUM NUMBER OF CONSTRUCTION DOOR ENTRANCES AND STICKY PAD LOCATIONS FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE ADDITIONAL DOORS AND PAD LOCATIONS AS NEEDED. E. USE ICRA BARRIER TYPE 2 TYPICALLY. USE ICRA BARRIER TYPE 3 BETWEEN LAB AND CONSTRUCTION AREAS. F. PROVIDE TEMPORARY BLOCKING OF EXIT SIGNS LEADING TO EXITS WHICH ARE TEMPORARILY CLOSED AND AFFECTED BY CONSTRUCTION; INFORM THE A/E AND OWNER OF AFFECTED DATES TWO WEEKS IN ADVANCE MINIMUM TO ALLOW DISSEMINATION OF INFORMATION TO BUILDING STAFF ON IMPACTED EXITS DURING EACH PHASE OF CONSTRUCTION. PHASE I - MOVE EXTERIOR UTILITIES PHASE II PHASE III PHASE IV PHASE IIA7' - 10 3/8"NEW GENERATOR / ENCLOSURE PET RELIEF AREA ISOLATION PET RELIEF AREA LINE OF EXISTING / NEW FLOOR BELOW CONSTRUCTION SIDEOCCUPIED SIDE SEAL PERIMETER OF WALL WITH DUCT TAPE TYPE-2 CONSTRUCTION BARRIER: TEMPORARY FULL HEIGHT PARTITION WALL FROM FLOOR TO DECK ABOVE; 5/8" TYPE 'X' GYP. BD. ON 3-5/8" 25 GA. METAL STUDS 24" O.C.; FINISHED SIDE WITH GLOSS PAINT; BATT INSULATION TO DECK. LINE OF EXISTING OR NEW CEILING CLOSE OPEN DUCTS WITH 6 MIL POLY; SEAL WITH DUCT TAPE EXISTING / NEW FLOOR SLAB ABOVE SEAL AROUND ALL PIPE AND DUCT PENETRATIONS IN THE PARTITION AND POLY BARRIER WITH DUCT TAPE SEAL PERIMETER OF WALL WITH DUCT TAPE CLASS 'C' 3/4 HOUR FIRE/SMOKE RATED DOOR WITH SELF CLOSING DEVICE AND KEYED LOCK OCCUPIED SIDECONSTRUCTION SIDETYPE-2 CONSTRUCTION BARRIER PLAN VIEW SECTION CONTRACTOR TO INSTALL AIR PRESSURE INDICATOR © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 PHASING PLAN 04 MARCH 2022 A0.90MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONPHASING PLAN GENERAL NOTES 1" = 20'-0"A0.90 1 overall first floor existing phasing plan 1" = 20'-0"A0.90 2 overall first floor phasing plan 1" = 20'-0"A0.90 3 overall second floor phasing plan PHASING PLAN LEGEND KEY PLAN A BCD 1/4" = 1'-0"A0.90 4 section - icra barrier type 2 UP UP A. REGARDLESS OF SPECIFIC DEMOLITION NOTED HERE, THE CONTRACTORS SHALL PERFORM ALL DEMOLITION AS REQUIRED FOR NEW CONSTRUCTION. B. REGARDLESS OF SPECIFIC INFORMATION NOTED HERE AND ON NEW WORK PLANS, THE CONTRACTORS SHALL PATCH ANY DEMOLISHED AREAS AS REQUIRED FOR "AS NEW" FINAL APPEARANCE, IF NOT OTHERWISE SPECIFICALLY DIRECTED ON NEW WORK PLANS AND / OR IN THE SPECIFICATIONS. VERIFY FINISH INFORMATION FOR ANY SUCH WORK WITH THE ARCHITECT PRIOR TO STARTING. C. DO NOT DEMOLISH CONCEALED MECHANICAL OR ELECTRICAL SERVICES THAT ARE NOT SPECIFICALLY CALLED OUT FOR DEMOLITION ON THE ENGINEERING DRAWINGS WITHOUT FIRST VERIFYING WITH AND RECEIVING WRITTEN DIRECTION FROM THE ARCHITECT. D. EXISTING FLOORING VARIES - FIELD VERIFY EXISTING CONDITIONS DURING THE PRE-BID WALK THROUGH AGAINST REQUIREMENTS FOR NEW FLOORING SHOWN ON THE NEW WORK / FINISH PLANS. THE EXISTING CONCRETE FLOOR SHALL BE PATCHED / LEVELED / PREPARED AS REQUIRED PRIOR TO INSTALLATION OF NEW FLOORING. THE EXISTING PLYWOOD FLOORS ON LEVEL 2 SHALL BE PATCHED AND REPAIRED AS REQUIRED PRIOR TO INSTALLATION OF NEW FLOORING. COORDINATE WITH SPECIFICATIONS FOR PREP OF PLYWOOD FLOOR. E. WHERE INSTALLING NEW WALL FINISH / PROTECTION OR FLOORING, OR WHERE OTHER NEW WORK REQUIRES IT, REMOVE EXISTING-TO-REMAIN MECHANICAL AND ELECTRICAL FIXTURES AND ACCESSORIES, CLEAN AS NECESSARY, AND RE- INSTALL "AS NEW" OVER CONTINUOUS NEW WALL OR FLOOR FINISH. F. WHERE NEW SPRINKLERS ARE BEING INSTALLED, G.C. SHALL DEMOLISH AND PATCH EXISTING HARD CEILINGS AND WALLS AS REQUIRED TO ACCOMMODATE THAT WORK. CONSULT SPRINKLER DRAWINGS AND SPRINKLER CONTRACTOR FOR EXTENT OF REQUIRED WORK. G. REMOVE EXISTING SLAB AS NECESSARY FOR NEW PLUMBING. SEE PLUMBING DRAWINGS. PATCH FLOOR TO BE LEVEL IN PREPARATION FOR NEW FINISHES. H. SEE FIRE PROTECTION, PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION NOTES. I. PROTECT THE FINISH OF THE ELEVATOR'S FLOOR, CEILING AND WALL SURFACES AND ITS CONTROLS UNTILL BUILDING IS TURNED OVER TO OWNER. J. PROTECT EXISTING TO REMAIN ITEMS FROM ANY NEW CONSTRUCTION. REPAIR WITH LIKE MATERIALS IF DAMAGED DURING CONSTRUCTION. K. OWNER TO REMOVE ALL FURNITURE, ARTWORK AND MOVABLE EQUIPMENT PRIOR TO THE START OF CONSTRUCTION. L. CONTRACTOR IS RESPONSIBLE TO REMOVE ALL REMAINING WALL HUNG ITEMS, INCLUDING TOILET ACCESSORIES, MIRRORS, MARKERBOARDS, TACKBOARDS, CHALKBOARDS, PROJECTION SCREENS, FIRE EXTINGUISHER CABINETS, FIRE EXTINGUISHERS, WINDOW BLINDS, ROOM SIGNS, ETC. M. PATCH ALL RATED PARTITION WALLS TO REMAIN IN PROJECT AREA. FIRE STOP ANY OPENINGS IN PARTITIONS. SEE LIFE SAFETY DRAWINGS FOR RATED PARTITIONS. N. SEE PROJECT MANUAL FOR REQUIREMENTS REGARDING DUST CONTROL, INCLUDING TEMPORARY DUST PARTITIONS, AND THE PROTECTION OF SMOKE DETECTORS AND REVIEW ALL OWNER ICRA REQUIREMENTS. O. REMOVE EXISTING FLOORING AND BASE FROM SPACES UNLESS INDICATED OTHERWISE ON DRAWINGS OR FINISH SCHEDULE. P. REMOVE EXISTING CEILING, GRID AND CEILING FIXTURES AS REQUIRED FOR NEW CONSTRUCTION. COORDINATE WITH FINISH SCHEDULE, ELECTRICAL AND MECHANICAL DRAWINGS. Q. PATCH AND REPAIR ANY OPENINGS IN EXISTING LEVEL 2 SUB-FLOOR LEFT BY STAIR OR MECHANICAL CHASES THAT HAVE BEEN REMOVED. REPAIR OR REPLACE ANY 3/4" PLYWOOD SUB-FLOORING THAT HAS BEEN DAMAGED BY TIME, DEMOLITION OR NEW CONSTRUCTION BEFORE ANY FINISHES GO DOWN. R. AREAS SHADED ARE EXISTING TO REMAIN, TYPICAL. x1 x1x5x6x6.5 x7 x7x8 x9 x10 x12 x11 x11 x4 x3 x5.5 xA xB xC xD xE xF x2 110 110 110 110 110 110 110 110 110 110 110 110 110 110110 110110 110 110 110 110 103 103 103 103 103 103 103 103 103 103 103 103 103 103 103 103 103 103 103103 103 103 103 103 103 103 103103 103103103 103 103 103 103 103 103 103 103 103 103 103 103 104 104 104 104 104 104 104 104 104 104104 104 104 104 104104 104 104 104 104 104 104 104 104 104 104 104 104 104 104 104 104 105105 105105 105 105 105105 105 105105 105 105105 105 105 105105 111 112 111 111 111 111 111 114 113113 115115 116116 108 108 105 102102 102 102 102 102 102 102 102 102 102 102 102 102 102 102 102 102 102 102 102 102 102 102 102 102 102 102 102 102102 102 102102 102 102 102 102 102 102 102 102 102 102 102102 102 102 102102 102102 102 102 102 102 102 102 102 102 102 102 102 102 102 102 102 102 102 102 102 102 100 100 100 100 100 100 100 100 101 101 100 101 101 101 100 100 101 100 100 100 100 101 101 101 100 100 100 100 A1.40 1 101 A1.40 2 A1.403A1.404 103 102 102 114 111 121 121 121 121 121 121 122 123 122122122 122122122 109109109109 109109109 107 106106106106106 106106106106106 125125 123 123 126126 101 130 130 130 130 130 130 130 130 130 130 130130 130 130 130 130 130130 130 130 130 130 130 130 130 130 130 © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 OVERALL FIRST FLOOR DEMO PLAN 04 MARCH 2022 A1.10MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONDEMOLITION PLAN GENERAL NOTES CODED NOTES - DEMO PLAN 100 EXISTING EXTERIOR WALL TO REMAIN, PROTECT THROUGHOUT CONSTRUCTION. 101 EXISTING EXTERIOR WINDOW OR STOREFRONT SYSTEM TO REMAIN, PROTECT THROUGHOUT CONSTRUCTION. 102 REMOVE EXISTING WALL TO EXTENTS SHOWN. 103 REMOVE EXISTING DOOR, HARDWARE & FRAME. 104 REMOVE EXISTING MILLWORK. 105 REMOVE EXISTING PLUMBING FIXTURE AND ALL ASSOCIATED PLUMBING. COORDINATE WITH PLUMBING DEMOLITION DRAWINGS. 106 REMOVE EXISTING LOW WALLS TO EXTENTS SHOWN. 107 REMOVE EXISTING STAIR, RAILINGS AND STAIR SUPPORTS. PREPARE OPENING FOR INFILL WITH SIMILAR CONSTRUCTION AS ADJACENT FLOOR. 108 REMOVE EXISTING TOILET ROOM ACCESSORIES AND MIRRORS. 109 REMOVE DOG KENNEL CMU WALLS AND ANY ACCESSORIES. 110 EXISTING STRUCTURAL COLUMN TO REMAIN. 111 CUT OPENING IN EXISTING WALL FOR NEW DOOR. SEE NEW WORK DOCUMENTS FOR SIZE AND LOCATION. SALVAGE ANY SPLIT FACE BLOCK FOR POSSIBLE RE-USE. 112 REMOVE EXISTING EXTERIOR WINDOW, FRAME, JAMB AND SILL. PREPARE OPENING FOR NEW INFILL 113 EXISTING ADJACENT CASSETTE BUILDING TO REMAIN AS IS UNLESS NOTED OTHERWISE. PROTECT THROUGH CONSTRUCTION. 114 REMOVE EXISTING EXTERIOR WALL AS INDICATED. STAGE REMOVAL WITH NEW CONSTRUCTION SO THAT SUPPORT OF ROOF IS NOT COMPROMISED. 115 EXISTING MEP ROOM, FLOOR, CEILING, WALLS AND EQUIPMENT TO REMAIN AS IS UNLESS NOTED OTHERWISE. 116 EXISTING STAIR, FLOOR, CEILING AND WALLS TO REMAIN AS IS UNLESS NOTED OTHERWISE. 117 REMOVE EXISTING ROOFING AND DECKING TO EXTENT AS SHOWN - FRAMING MAY REMAIN IF NEW INFILL CAN PROVIDE FINISHED PROFILE. 118 REMOVE HVAC SCREEN WALL 119 EXISTING METAL COPING TO REMAIN 120 REMOVE EXISTING MEMBRANE ROOFING AS NECESSARY TO COMPLETE NEW CONSTRUCTION - PATCH AND REPAIR UPON COMPLETION 121 REMOVE EXISTING EXTERIOR CEMENTITIOUS LAP SIDING AND SHEATHING DOWN TO STUDS. ALSO REMOVE GWB ON INSIDE OF WALL DOWN TO STUDS UNO. PREPARE STUDS AS REQUIRED TO RECEIVE GWB WITH NEW WORK. 122 REMOVE EXISTING WET TABLES. 123 REMOVE EXISTING FLOOR DRAINS AND CAP ABANDONED LINES AS REQUIRED. COORDINATE WITH PLUMBING DEMOLITION DRAWINGS. PREP AND LEVEL SLOPPED FLOOR WITH CONCRETE FOR NEW CONSTRUCTION. 124 CUT OPENING IN EXISTING WALL FOR NEW WINDOW. SEE NEW WORK DOCUMENTS FOR SIZE AND LOCATION OF WINDOW. 125 EXISTING INTERIOR PARTITIONS TO REMAIN. PROTECT THROUGH CONSTRUCTION. 126 REMOVE EXISTING SPLIT-FACE BLOCK. TAKE CARE AND SALVAGE FOR POSSIBLE RE-USE. 127 EXISTING ROOF / ROOFING TO REMAIN. PROTECT THROUGH CONSTRUCTION. 128 EXISTING LOCKERS TO BE REMOVED. 129 SEE ROOF DEMOLITION PLAN. 130 EXISTING INSIDE LAYER OF GWB TO BE REMOVED FROM EXTERIOR STUD WALLS. GWB AND ANY ASSOCIATED ITEMS DAMAGED IN REMOVAL (AIR BARRIER, INSULATION) TO BE REPLACED OR REPAIRED WITH NEW WORK. 1/8" = 1'-0"A1.10 1 overall first floor demolition plan UP DN x5x6.5x7x8 x10 x10 xA xB xC xD xE xF x2 x2 114 105105105 105105105 105105 105105105 103 103 103 103 103 103 103 105 105105 104 103 116116 108 108 102 102 102102102 102102 102 102 102102102102 102102102102 102102102102102102 102 102 A1.40 1 A1.40 2 A1.403A1.404 100 100 100 100 101101 100 101 100 101101 100 100 124 124 124 124 125 125 125 107 125 128 128 129129 129129 130 130 130 130 130130 A. REGARDLESS OF SPECIFIC DEMOLITION NOTED HERE, THE CONTRACTORS SHALL PERFORM ALL DEMOLITION AS REQUIRED FOR NEW CONSTRUCTION. B. REGARDLESS OF SPECIFIC INFORMATION NOTED HERE AND ON NEW WORK PLANS, THE CONTRACTORS SHALL PATCH ANY DEMOLISHED AREAS AS REQUIRED FOR "AS NEW" FINAL APPEARANCE, IF NOT OTHERWISE SPECIFICALLY DIRECTED ON NEW WORK PLANS AND / OR IN THE SPECIFICATIONS. VERIFY FINISH INFORMATION FOR ANY SUCH WORK WITH THE ARCHITECT PRIOR TO STARTING. C. DO NOT DEMOLISH CONCEALED MECHANICAL OR ELECTRICAL SERVICES THAT ARE NOT SPECIFICALLY CALLED OUT FOR DEMOLITION ON THE ENGINEERING DRAWINGS WITHOUT FIRST VERIFYING WITH AND RECEIVING WRITTEN DIRECTION FROM THE ARCHITECT. D. EXISTING FLOORING VARIES - FIELD VERIFY EXISTING CONDITIONS DURING THE PRE-BID WALK THROUGH AGAINST REQUIREMENTS FOR NEW FLOORING SHOWN ON THE NEW WORK / FINISH PLANS. THE EXISTING CONCRETE FLOOR SHALL BE PATCHED / LEVELED / PREPARED AS REQUIRED PRIOR TO INSTALLATION OF NEW FLOORING. THE EXISTING PLYWOOD FLOORS ON LEVEL 2 SHALL BE PATCHED AND REPAIRED AS REQUIRED PRIOR TO INSTALLATION OF NEW FLOORING. COORDINATE WITH SPECIFICATIONS FOR PREP OF PLYWOOD FLOOR. E. WHERE INSTALLING NEW WALL FINISH / PROTECTION OR FLOORING, OR WHERE OTHER NEW WORK REQUIRES IT, REMOVE EXISTING-TO-REMAIN MECHANICAL AND ELECTRICAL FIXTURES AND ACCESSORIES, CLEAN AS NECESSARY, AND RE- INSTALL "AS NEW" OVER CONTINUOUS NEW WALL OR FLOOR FINISH. F. WHERE NEW SPRINKLERS ARE BEING INSTALLED, G.C. SHALL DEMOLISH AND PATCH EXISTING HARD CEILINGS AND WALLS AS REQUIRED TO ACCOMMODATE THAT WORK. CONSULT SPRINKLER DRAWINGS AND SPRINKLER CONTRACTOR FOR EXTENT OF REQUIRED WORK. G. REMOVE EXISTING SLAB AS NECESSARY FOR NEW PLUMBING. SEE PLUMBING DRAWINGS. PATCH FLOOR TO BE LEVEL IN PREPARATION FOR NEW FINISHES. H. SEE FIRE PROTECTION, PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION NOTES. I. PROTECT THE FINISH OF THE ELEVATOR'S FLOOR, CEILING AND WALL SURFACES AND ITS CONTROLS UNTILL BUILDING IS TURNED OVER TO OWNER. J. PROTECT EXISTING TO REMAIN ITEMS FROM ANY NEW CONSTRUCTION. REPAIR WITH LIKE MATERIALS IF DAMAGED DURING CONSTRUCTION. K. OWNER TO REMOVE ALL FURNITURE, ARTWORK AND MOVABLE EQUIPMENT PRIOR TO THE START OF CONSTRUCTION. L. CONTRACTOR IS RESPONSIBLE TO REMOVE ALL REMAINING WALL HUNG ITEMS, INCLUDING TOILET ACCESSORIES, MIRRORS, MARKERBOARDS, TACKBOARDS, CHALKBOARDS, PROJECTION SCREENS, FIRE EXTINGUISHER CABINETS, FIRE EXTINGUISHERS, WINDOW BLINDS, ROOM SIGNS, ETC. M. PATCH ALL RATED PARTITION WALLS TO REMAIN IN PROJECT AREA. FIRE STOP ANY OPENINGS IN PARTITIONS. SEE LIFE SAFETY DRAWINGS FOR RATED PARTITIONS. N. SEE PROJECT MANUAL FOR REQUIREMENTS REGARDING DUST CONTROL, INCLUDING TEMPORARY DUST PARTITIONS, AND THE PROTECTION OF SMOKE DETECTORS AND REVIEW ALL OWNER ICRA REQUIREMENTS. O. REMOVE EXISTING FLOORING AND BASE FROM SPACES UNLESS INDICATED OTHERWISE ON DRAWINGS OR FINISH SCHEDULE. P. REMOVE EXISTING CEILING, GRID AND CEILING FIXTURES AS REQUIRED FOR NEW CONSTRUCTION. COORDINATE WITH FINISH SCHEDULE, ELECTRICAL AND MECHANICAL DRAWINGS. Q. PATCH AND REPAIR ANY OPENINGS IN EXISTING LEVEL 2 SUB-FLOOR LEFT BY STAIR OR MECHANICAL CHASES THAT HAVE BEEN REMOVED. REPAIR OR REPLACE ANY 3/4" PLYWOOD SUB-FLOORING THAT HAS BEEN DAMAGED BY TIME, DEMOLITION OR NEW CONSTRUCTION BEFORE ANY FINISHES GO DOWN. R. AREAS SHADED ARE EXISTING TO REMAIN, TYPICAL. © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 OVERALL SECOND FLOOR DEMO PLAN 04 MARCH 2022 A1.20MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION1/8" = 1'-0"A1.20 1 overall second floor demo plan DEMOLITION PLAN GENERAL NOTES CODED NOTES - DEMO PLAN 100 EXISTING EXTERIOR WALL TO REMAIN, PROTECT THROUGHOUT CONSTRUCTION. 101 EXISTING EXTERIOR WINDOW OR STOREFRONT SYSTEM TO REMAIN, PROTECT THROUGHOUT CONSTRUCTION. 102 REMOVE EXISTING WALL TO EXTENTS SHOWN. 103 REMOVE EXISTING DOOR, HARDWARE & FRAME. 104 REMOVE EXISTING MILLWORK. 105 REMOVE EXISTING PLUMBING FIXTURE AND ALL ASSOCIATED PLUMBING. COORDINATE WITH PLUMBING DEMOLITION DRAWINGS. 106 REMOVE EXISTING LOW WALLS TO EXTENTS SHOWN. 107 REMOVE EXISTING STAIR, RAILINGS AND STAIR SUPPORTS. PREPARE OPENING FOR INFILL WITH SIMILAR CONSTRUCTION AS ADJACENT FLOOR. 108 REMOVE EXISTING TOILET ROOM ACCESSORIES AND MIRRORS. 109 REMOVE DOG KENNEL CMU WALLS AND ANY ACCESSORIES. 110 EXISTING STRUCTURAL COLUMN TO REMAIN. 111 CUT OPENING IN EXISTING WALL FOR NEW DOOR. SEE NEW WORK DOCUMENTS FOR SIZE AND LOCATION. SALVAGE ANY SPLIT FACE BLOCK FOR POSSIBLE RE-USE. 112 REMOVE EXISTING EXTERIOR WINDOW, FRAME, JAMB AND SILL. PREPARE OPENING FOR NEW INFILL 113 EXISTING ADJACENT CASSETTE BUILDING TO REMAIN AS IS UNLESS NOTED OTHERWISE. PROTECT THROUGH CONSTRUCTION. 114 REMOVE EXISTING EXTERIOR WALL AS INDICATED. STAGE REMOVAL WITH NEW CONSTRUCTION SO THAT SUPPORT OF ROOF IS NOT COMPROMISED. 115 EXISTING MEP ROOM, FLOOR, CEILING, WALLS AND EQUIPMENT TO REMAIN AS IS UNLESS NOTED OTHERWISE. 116 EXISTING STAIR, FLOOR, CEILING AND WALLS TO REMAIN AS IS UNLESS NOTED OTHERWISE. 117 REMOVE EXISTING ROOFING AND DECKING TO EXTENT AS SHOWN - FRAMING MAY REMAIN IF NEW INFILL CAN PROVIDE FINISHED PROFILE. 118 REMOVE HVAC SCREEN WALL 119 EXISTING METAL COPING TO REMAIN 120 REMOVE EXISTING MEMBRANE ROOFING AS NECESSARY TO COMPLETE NEW CONSTRUCTION - PATCH AND REPAIR UPON COMPLETION 121 REMOVE EXISTING EXTERIOR CEMENTITIOUS LAP SIDING AND SHEATHING DOWN TO STUDS. ALSO REMOVE GWB ON INSIDE OF WALL DOWN TO STUDS UNO. PREPARE STUDS AS REQUIRED TO RECEIVE GWB WITH NEW WORK. 122 REMOVE EXISTING WET TABLES. 123 REMOVE EXISTING FLOOR DRAINS AND CAP ABANDONED LINES AS REQUIRED. COORDINATE WITH PLUMBING DEMOLITION DRAWINGS. PREP AND LEVEL SLOPPED FLOOR WITH CONCRETE FOR NEW CONSTRUCTION. 124 CUT OPENING IN EXISTING WALL FOR NEW WINDOW. SEE NEW WORK DOCUMENTS FOR SIZE AND LOCATION OF WINDOW. 125 EXISTING INTERIOR PARTITIONS TO REMAIN. PROTECT THROUGH CONSTRUCTION. 126 REMOVE EXISTING SPLIT-FACE BLOCK. TAKE CARE AND SALVAGE FOR POSSIBLE RE-USE. 127 EXISTING ROOF / ROOFING TO REMAIN. PROTECT THROUGH CONSTRUCTION. 128 EXISTING LOCKERS TO BE REMOVED. 129 SEE ROOF DEMOLITION PLAN. 130 EXISTING INSIDE LAYER OF GWB TO BE REMOVED FROM EXTERIOR STUD WALLS. GWB AND ANY ASSOCIATED ITEMS DAMAGED IN REMOVAL (AIR BARRIER, INSULATION) TO BE REPLACED OR REPAIRED WITH NEW WORK. x1x5x6x6.5 x7 x7x8 x9 x10 x12 x11 x11 x4 x3 x5.5 xA xB xC xD xE xF x2 x2 11911915' - 3 7/8"117 117 118 120120 11911913' - 6 1/8"117 117 118 119 120120 13' - 6 1/8"15' - 3 7/8"120 120 118 117 117 117 117 A. REGARDLESS OF SPECIFIC DEMOLITION NOTED HERE, THE CONTRACTORS SHALL PERFORM ALL DEMOLITION AS REQUIRED FOR NEW CONSTRUCTION. B. REGARDLESS OF SPECIFIC INFORMATION NOTED HERE AND ON NEW WORK PLANS, THE CONTRACTORS SHALL PATCH ANY DEMOLISHED AREAS AS REQUIRED FOR "AS NEW" FINAL APPEARANCE, IF NOT OTHERWISE SPECIFICALLY DIRECTED ON NEW WORK PLANS AND / OR IN THE SPECIFICATIONS. VERIFY FINISH INFORMATION FOR ANY SUCH WORK WITH THE ARCHITECT PRIOR TO STARTING. C. DO NOT DEMOLISH CONCEALED MECHANICAL OR ELECTRICAL SERVICES THAT ARE NOT SPECIFICALLY CALLED OUT FOR DEMOLITION ON THE ENGINEERING DRAWINGS WITHOUT FIRST VERIFYING WITH AND RECEIVING WRITTEN DIRECTION FROM THE ARCHITECT. D. EXISTING FLOORING VARIES - FIELD VERIFY EXISTING CONDITIONS DURING THE PRE-BID WALK THROUGH AGAINST REQUIREMENTS FOR NEW FLOORING SHOWN ON THE NEW WORK / FINISH PLANS. THE EXISTING CONCRETE FLOOR SHALL BE PATCHED / LEVELED / PREPARED AS REQUIRED PRIOR TO INSTALLATION OF NEW FLOORING. THE EXISTING PLYWOOD FLOORS ON LEVEL 2 SHALL BE PATCHED AND REPAIRED AS REQUIRED PRIOR TO INSTALLATION OF NEW FLOORING. COORDINATE WITH SPECIFICATIONS FOR PREP OF PLYWOOD FLOOR. E. WHERE INSTALLING NEW WALL FINISH / PROTECTION OR FLOORING, OR WHERE OTHER NEW WORK REQUIRES IT, REMOVE EXISTING-TO-REMAIN MECHANICAL AND ELECTRICAL FIXTURES AND ACCESSORIES, CLEAN AS NECESSARY, AND RE- INSTALL "AS NEW" OVER CONTINUOUS NEW WALL OR FLOOR FINISH. F. WHERE NEW SPRINKLERS ARE BEING INSTALLED, G.C. SHALL DEMOLISH AND PATCH EXISTING HARD CEILINGS AND WALLS AS REQUIRED TO ACCOMMODATE THAT WORK. CONSULT SPRINKLER DRAWINGS AND SPRINKLER CONTRACTOR FOR EXTENT OF REQUIRED WORK. G. REMOVE EXISTING SLAB AS NECESSARY FOR NEW PLUMBING. SEE PLUMBING DRAWINGS. PATCH FLOOR TO BE LEVEL IN PREPARATION FOR NEW FINISHES. H. SEE FIRE PROTECTION, PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION NOTES. I. PROTECT THE FINISH OF THE ELEVATOR'S FLOOR, CEILING AND WALL SURFACES AND ITS CONTROLS UNTILL BUILDING IS TURNED OVER TO OWNER. J. PROTECT EXISTING TO REMAIN ITEMS FROM ANY NEW CONSTRUCTION. REPAIR WITH LIKE MATERIALS IF DAMAGED DURING CONSTRUCTION. K. OWNER TO REMOVE ALL FURNITURE, ARTWORK AND MOVABLE EQUIPMENT PRIOR TO THE START OF CONSTRUCTION. L. CONTRACTOR IS RESPONSIBLE TO REMOVE ALL REMAINING WALL HUNG ITEMS, INCLUDING TOILET ACCESSORIES, MIRRORS, MARKERBOARDS, TACKBOARDS, CHALKBOARDS, PROJECTION SCREENS, FIRE EXTINGUISHER CABINETS, FIRE EXTINGUISHERS, WINDOW BLINDS, ROOM SIGNS, ETC. M. PATCH ALL RATED PARTITION WALLS TO REMAIN IN PROJECT AREA. FIRE STOP ANY OPENINGS IN PARTITIONS. SEE LIFE SAFETY DRAWINGS FOR RATED PARTITIONS. N. SEE PROJECT MANUAL FOR REQUIREMENTS REGARDING DUST CONTROL, INCLUDING TEMPORARY DUST PARTITIONS, AND THE PROTECTION OF SMOKE DETECTORS AND REVIEW ALL OWNER ICRA REQUIREMENTS. O. REMOVE EXISTING FLOORING AND BASE FROM SPACES UNLESS INDICATED OTHERWISE ON DRAWINGS OR FINISH SCHEDULE. P. REMOVE EXISTING CEILING, GRID AND CEILING FIXTURES AS REQUIRED FOR NEW CONSTRUCTION. COORDINATE WITH FINISH SCHEDULE, ELECTRICAL AND MECHANICAL DRAWINGS. Q. PATCH AND REPAIR ANY OPENINGS IN EXISTING LEVEL 2 SUB-FLOOR LEFT BY STAIR OR MECHANICAL CHASES THAT HAVE BEEN REMOVED. REPAIR OR REPLACE ANY 3/4" PLYWOOD SUB-FLOORING THAT HAS BEEN DAMAGED BY TIME, DEMOLITION OR NEW CONSTRUCTION BEFORE ANY FINISHES GO DOWN. R. AREAS SHADED ARE EXISTING TO REMAIN, TYPICAL. © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 OVERALL ROOF DEMO PLAN 04 MARCH 2022 A1.30MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION1/8" = 1'-0"1 overall roof demo plan DEMOLITION PLAN GENERAL NOTES CODED NOTES - DEMO PLAN 100 EXISTING EXTERIOR WALL TO REMAIN, PROTECT THROUGHOUT CONSTRUCTION. 101 EXISTING EXTERIOR WINDOW OR STOREFRONT SYSTEM TO REMAIN, PROTECT THROUGHOUT CONSTRUCTION. 102 REMOVE EXISTING WALL TO EXTENTS SHOWN. 103 REMOVE EXISTING DOOR, HARDWARE & FRAME. 104 REMOVE EXISTING MILLWORK. 105 REMOVE EXISTING PLUMBING FIXTURE AND ALL ASSOCIATED PLUMBING. COORDINATE WITH PLUMBING DEMOLITION DRAWINGS. 106 REMOVE EXISTING LOW WALLS TO EXTENTS SHOWN. 107 REMOVE EXISTING STAIR, RAILINGS AND STAIR SUPPORTS. PREPARE OPENING FOR INFILL WITH SIMILAR CONSTRUCTION AS ADJACENT FLOOR. 108 REMOVE EXISTING TOILET ROOM ACCESSORIES AND MIRRORS. 109 REMOVE DOG KENNEL CMU WALLS AND ANY ACCESSORIES. 110 EXISTING STRUCTURAL COLUMN TO REMAIN. 111 CUT OPENING IN EXISTING WALL FOR NEW DOOR. SEE NEW WORK DOCUMENTS FOR SIZE AND LOCATION. SALVAGE ANY SPLIT FACE BLOCK FOR POSSIBLE RE-USE. 112 REMOVE EXISTING EXTERIOR WINDOW, FRAME, JAMB AND SILL. PREPARE OPENING FOR NEW INFILL 113 EXISTING ADJACENT CASSETTE BUILDING TO REMAIN AS IS UNLESS NOTED OTHERWISE. PROTECT THROUGH CONSTRUCTION. 114 REMOVE EXISTING EXTERIOR WALL AS INDICATED. STAGE REMOVAL WITH NEW CONSTRUCTION SO THAT SUPPORT OF ROOF IS NOT COMPROMISED. 115 EXISTING MEP ROOM, FLOOR, CEILING, WALLS AND EQUIPMENT TO REMAIN AS IS UNLESS NOTED OTHERWISE. 116 EXISTING STAIR, FLOOR, CEILING AND WALLS TO REMAIN AS IS UNLESS NOTED OTHERWISE. 117 REMOVE EXISTING ROOFING AND DECKING TO EXTENT AS SHOWN - FRAMING MAY REMAIN IF NEW INFILL CAN PROVIDE FINISHED PROFILE. 118 REMOVE HVAC SCREEN WALL 119 EXISTING METAL COPING TO REMAIN 120 REMOVE EXISTING MEMBRANE ROOFING AS NECESSARY TO COMPLETE NEW CONSTRUCTION - PATCH AND REPAIR UPON COMPLETION 121 REMOVE EXISTING EXTERIOR CEMENTITIOUS LAP SIDING AND SHEATHING DOWN TO STUDS. ALSO REMOVE GWB ON INSIDE OF WALL DOWN TO STUDS UNO. PREPARE STUDS AS REQUIRED TO RECEIVE GWB WITH NEW WORK. 122 REMOVE EXISTING WET TABLES. 123 REMOVE EXISTING FLOOR DRAINS AND CAP ABANDONED LINES AS REQUIRED. COORDINATE WITH PLUMBING DEMOLITION DRAWINGS. PREP AND LEVEL SLOPPED FLOOR WITH CONCRETE FOR NEW CONSTRUCTION. 124 CUT OPENING IN EXISTING WALL FOR NEW WINDOW. SEE NEW WORK DOCUMENTS FOR SIZE AND LOCATION OF WINDOW. 125 EXISTING INTERIOR PARTITIONS TO REMAIN. PROTECT THROUGH CONSTRUCTION. 126 REMOVE EXISTING SPLIT-FACE BLOCK. TAKE CARE AND SALVAGE FOR POSSIBLE RE-USE. 127 EXISTING ROOF / ROOFING TO REMAIN. PROTECT THROUGH CONSTRUCTION. 128 EXISTING LOCKERS TO BE REMOVED. 129 SEE ROOF DEMOLITION PLAN. 130 EXISTING INSIDE LAYER OF GWB TO BE REMOVED FROM EXTERIOR STUD WALLS. GWB AND ANY ASSOCIATED ITEMS DAMAGED IN REMOVAL (AIR BARRIER, INSULATION) TO BE REPLACED OR REPAIRED WITH NEW WORK. FIRST FLOOR 100' -0" SECOND FLOOR 112' -0" PARAPET C 132' -0" PARAPET A 119' -9" 117 118118 118118 117117 114114 121121 114 117 117 117 118118 114114 118118 117 117 100 103103 126126 111 111 121121 121121 121121103 103 FIRST FLOOR 100' -0" SECOND FLOOR 112' -0" PARAPET C 132' -0" PARAPET A 119' -9" 100 100100 119 100100 101 101 101 100100 100100 119 119 100100 101 101 103 111 127127 127127 127127 FIRST FLOOR 100' -0" SECOND FLOOR 112' -0" PARAPET C 132' -0" PARAPET A 119' -9"100 101 100100 119 117 117 112 101 101 101 100 111 111 127127 127 127127 FIRST FLOOR 100' -0" SECOND FLOOR 112' -0" PARAPET C 132' -0" PARAPET A 119' -9" 117 117 119 100100 100100 101 100 111 111 124124124 124 127127 127 127127 A. REGARDLESS OF SPECIFIC DEMOLITION NOTED HERE, THE CONTRACTORS SHALL PERFORM ALL DEMOLITION AS REQUIRED FOR NEW CONSTRUCTION. B. REGARDLESS OF SPECIFIC INFORMATION NOTED HERE AND ON NEW WORK PLANS, THE CONTRACTORS SHALL PATCH ANY DEMOLISHED AREAS AS REQUIRED FOR "AS NEW" FINAL APPEARANCE, IF NOT OTHERWISE SPECIFICALLY DIRECTED ON NEW WORK PLANS AND / OR IN THE SPECIFICATIONS. VERIFY FINISH INFORMATION FOR ANY SUCH WORK WITH THE ARCHITECT PRIOR TO STARTING. C. DO NOT DEMOLISH CONCEALED MECHANICAL OR ELECTRICAL SERVICES THAT ARE NOT SPECIFICALLY CALLED OUT FOR DEMOLITION ON THE ENGINEERING DRAWINGS WITHOUT FIRST VERIFYING WITH AND RECEIVING WRITTEN DIRECTION FROM THE ARCHITECT. D. EXISTING FLOORING VARIES - FIELD VERIFY EXISTING CONDITIONS DURING THE PRE-BID WALK THROUGH AGAINST REQUIREMENTS FOR NEW FLOORING SHOWN ON THE NEW WORK / FINISH PLANS. THE EXISTING CONCRETE FLOOR SHALL BE PATCHED / LEVELED / PREPARED AS REQUIRED PRIOR TO INSTALLATION OF NEW FLOORING. THE EXISTING PLYWOOD FLOORS ON LEVEL 2 SHALL BE PATCHED AND REPAIRED AS REQUIRED PRIOR TO INSTALLATION OF NEW FLOORING. COORDINATE WITH SPECIFICATIONS FOR PREP OF PLYWOOD FLOOR. E. WHERE INSTALLING NEW WALL FINISH / PROTECTION OR FLOORING, OR WHERE OTHER NEW WORK REQUIRES IT, REMOVE EXISTING-TO-REMAIN MECHANICAL AND ELECTRICAL FIXTURES AND ACCESSORIES, CLEAN AS NECESSARY, AND RE- INSTALL "AS NEW" OVER CONTINUOUS NEW WALL OR FLOOR FINISH. F. WHERE NEW SPRINKLERS ARE BEING INSTALLED, G.C. SHALL DEMOLISH AND PATCH EXISTING HARD CEILINGS AND WALLS AS REQUIRED TO ACCOMMODATE THAT WORK. CONSULT SPRINKLER DRAWINGS AND SPRINKLER CONTRACTOR FOR EXTENT OF REQUIRED WORK. G. REMOVE EXISTING SLAB AS NECESSARY FOR NEW PLUMBING. SEE PLUMBING DRAWINGS. PATCH FLOOR TO BE LEVEL IN PREPARATION FOR NEW FINISHES. H. SEE FIRE PROTECTION, PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION NOTES. I. PROTECT THE FINISH OF THE ELEVATOR'S FLOOR, CEILING AND WALL SURFACES AND ITS CONTROLS UNTILL BUILDING IS TURNED OVER TO OWNER. J. PROTECT EXISTING TO REMAIN ITEMS FROM ANY NEW CONSTRUCTION. REPAIR WITH LIKE MATERIALS IF DAMAGED DURING CONSTRUCTION. K. OWNER TO REMOVE ALL FURNITURE, ARTWORK AND MOVABLE EQUIPMENT PRIOR TO THE START OF CONSTRUCTION. L. CONTRACTOR IS RESPONSIBLE TO REMOVE ALL REMAINING WALL HUNG ITEMS, INCLUDING TOILET ACCESSORIES, MIRRORS, MARKERBOARDS, TACKBOARDS, CHALKBOARDS, PROJECTION SCREENS, FIRE EXTINGUISHER CABINETS, FIRE EXTINGUISHERS, WINDOW BLINDS, ROOM SIGNS, ETC. M. PATCH ALL RATED PARTITION WALLS TO REMAIN IN PROJECT AREA. FIRE STOP ANY OPENINGS IN PARTITIONS. SEE LIFE SAFETY DRAWINGS FOR RATED PARTITIONS. N. SEE PROJECT MANUAL FOR REQUIREMENTS REGARDING DUST CONTROL, INCLUDING TEMPORARY DUST PARTITIONS, AND THE PROTECTION OF SMOKE DETECTORS AND REVIEW ALL OWNER ICRA REQUIREMENTS. O. REMOVE EXISTING FLOORING AND BASE FROM SPACES UNLESS INDICATED OTHERWISE ON DRAWINGS OR FINISH SCHEDULE. P. REMOVE EXISTING CEILING, GRID AND CEILING FIXTURES AS REQUIRED FOR NEW CONSTRUCTION. COORDINATE WITH FINISH SCHEDULE, ELECTRICAL AND MECHANICAL DRAWINGS. Q. PATCH AND REPAIR ANY OPENINGS IN EXISTING LEVEL 2 SUB-FLOOR LEFT BY STAIR OR MECHANICAL CHASES THAT HAVE BEEN REMOVED. REPAIR OR REPLACE ANY 3/4" PLYWOOD SUB-FLOORING THAT HAS BEEN DAMAGED BY TIME, DEMOLITION OR NEW CONSTRUCTION BEFORE ANY FINISHES GO DOWN. R. AREAS SHADED ARE EXISTING TO REMAIN, TYPICAL. © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 DEMO - EXTERIOR ELEVATIONS 04 MARCH 2022 A1.40MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION1/8" = 1'-0"A1.40 2 elevation - demo W 1/8" = 1'-0"A1.40 1 elevation - demo E 1/8" = 1'-0"A1.40 3 elevation - demo N 1/8" = 1'-0"A1.40 4 elevation - demo S DEMOLITION PLAN GENERAL NOTES CODED NOTES - DEMO PLAN 100 EXISTING EXTERIOR WALL TO REMAIN, PROTECT THROUGHOUT CONSTRUCTION. 101 EXISTING EXTERIOR WINDOW OR STOREFRONT SYSTEM TO REMAIN, PROTECT THROUGHOUT CONSTRUCTION. 102 REMOVE EXISTING WALL TO EXTENTS SHOWN. 103 REMOVE EXISTING DOOR, HARDWARE & FRAME. 104 REMOVE EXISTING MILLWORK. 105 REMOVE EXISTING PLUMBING FIXTURE AND ALL ASSOCIATED PLUMBING. COORDINATE WITH PLUMBING DEMOLITION DRAWINGS. 106 REMOVE EXISTING LOW WALLS TO EXTENTS SHOWN. 107 REMOVE EXISTING STAIR, RAILINGS AND STAIR SUPPORTS. PREPARE OPENING FOR INFILL WITH SIMILAR CONSTRUCTION AS ADJACENT FLOOR. 108 REMOVE EXISTING TOILET ROOM ACCESSORIES AND MIRRORS. 109 REMOVE DOG KENNEL CMU WALLS AND ANY ACCESSORIES. 110 EXISTING STRUCTURAL COLUMN TO REMAIN. 111 CUT OPENING IN EXISTING WALL FOR NEW DOOR. SEE NEW WORK DOCUMENTS FOR SIZE AND LOCATION. SALVAGE ANY SPLIT FACE BLOCK FOR POSSIBLE RE-USE. 112 REMOVE EXISTING EXTERIOR WINDOW, FRAME, JAMB AND SILL. PREPARE OPENING FOR NEW INFILL 113 EXISTING ADJACENT CASSETTE BUILDING TO REMAIN AS IS UNLESS NOTED OTHERWISE. PROTECT THROUGH CONSTRUCTION. 114 REMOVE EXISTING EXTERIOR WALL AS INDICATED. STAGE REMOVAL WITH NEW CONSTRUCTION SO THAT SUPPORT OF ROOF IS NOT COMPROMISED. 115 EXISTING MEP ROOM, FLOOR, CEILING, WALLS AND EQUIPMENT TO REMAIN AS IS UNLESS NOTED OTHERWISE. 116 EXISTING STAIR, FLOOR, CEILING AND WALLS TO REMAIN AS IS UNLESS NOTED OTHERWISE. 117 REMOVE EXISTING ROOFING AND DECKING TO EXTENT AS SHOWN - FRAMING MAY REMAIN IF NEW INFILL CAN PROVIDE FINISHED PROFILE. 118 REMOVE HVAC SCREEN WALL 119 EXISTING METAL COPING TO REMAIN 120 REMOVE EXISTING MEMBRANE ROOFING AS NECESSARY TO COMPLETE NEW CONSTRUCTION - PATCH AND REPAIR UPON COMPLETION 121 REMOVE EXISTING EXTERIOR CEMENTITIOUS LAP SIDING AND SHEATHING DOWN TO STUDS. ALSO REMOVE GWB ON INSIDE OF WALL DOWN TO STUDS UNO. PREPARE STUDS AS REQUIRED TO RECEIVE GWB WITH NEW WORK. 122 REMOVE EXISTING WET TABLES. 123 REMOVE EXISTING FLOOR DRAINS AND CAP ABANDONED LINES AS REQUIRED. COORDINATE WITH PLUMBING DEMOLITION DRAWINGS. PREP AND LEVEL SLOPPED FLOOR WITH CONCRETE FOR NEW CONSTRUCTION. 124 CUT OPENING IN EXISTING WALL FOR NEW WINDOW. SEE NEW WORK DOCUMENTS FOR SIZE AND LOCATION OF WINDOW. 125 EXISTING INTERIOR PARTITIONS TO REMAIN. PROTECT THROUGH CONSTRUCTION. 126 REMOVE EXISTING SPLIT-FACE BLOCK. TAKE CARE AND SALVAGE FOR POSSIBLE RE-USE. 127 EXISTING ROOF / ROOFING TO REMAIN. PROTECT THROUGH CONSTRUCTION. 128 EXISTING LOCKERS TO BE REMOVED. 129 SEE ROOF DEMOLITION PLAN. 130 EXISTING INSIDE LAYER OF GWB TO BE REMOVED FROM EXTERIOR STUD WALLS. GWB AND ANY ASSOCIATED ITEMS DAMAGED IN REMOVAL (AIR BARRIER, INSULATION) TO BE REPLACED OR REPAIRED WITH NEW WORK. WETLAND EX. SWALE WOODS WOODS WOODS ESMT ESMTESMTMAYFLOWER PARK DRIVE ASPH. PAVEMENT ESMT ESMTESMT ESMT EX. ASPHALT RIPRAP 30' DRAIN. ESMT. PER PLAT EXISTING BUILDING BUILDING ADDITION A2.01 1 1010 5 14 9 5 4 ESMT ESMTESMTESMTW. 96 TH STREETA2.02 5 Sim A2.02 1 Sim A2.01 6 Sim 202202 200 201201 201201 201201 201201 204204 206 208 204204 205 203203 203203 203 201 211 211 211 212212 212212 A2.10 1 Sim 213 209 A. REFER TO CIVIL DRAWINGS FOR ALL TECHNICAL INFORMATION AND DETAILS. B. THIS SHEET IS FOR REFERENCE, GENERAL LAYOUT, AND TO IDENTIFY SCOPE OF DETAILS NOT OTHERWISE MORE FULLY DEVELOPED ON CIVIL DRAWINGS. © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 ARCHITECTURAL SITE PLAN 04 MARCH 2022 A2.00MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION1" = 30'-0"A2.00 1 site plan SITE PLAN GENERAL NOTES KEY PLAN A BCD CODED NOTES - SITE PLAN 200 EXISTING DUMPSTER PAD AND ENCLOSURE TO REMAIN 201 NEW PARKING AREA - SEE CIVIL DRAWINGS 202 EXISTING POND TO REMAIN 203 EXISTING GRASS AREA TO REMAIN 204 EXISTING ASPHALT DRIVE / PARKING AREAS TO REMAIN 205 EXISTING MAYFLOWER PARK SIGN TO REMAIN 206 NEW PET RELIEF ENCLOSURE 208 NEW MEDGAS, PAD AND ENCLOSURE 209 NEW TRANSFORMER AND PAD. COORDINATE WITH CIVIL AND ELECTRICAL DRAWINGS. 211 NEW CONCRETE SIDEWALK - SEE CIVIL DRAWINGS. 212 NEW DRIVE AREA - SEE CIVIL DRAWINGS. 213 RESTRIPE THIS AREA TO INCREASE NUMBER OF ADA PARKING. SEE CIVIL DRAWINGS. MEDGAS ENCLOSURE OXYGEN TANK 6000 LITERS 8" CONCRETE PAD. SEE CIVIL DRAWINGS CYLINDER RESERVE PRESSURE CONTROL & ALARMS CONCRETE PAD. SEE CIVIL DRAWINGS CONCRETE SPILL PAD. SEE CIVIL DRAWINGS 15' - 10"1 1/2"16' - 10"12' - 0"12' - 0"2' - 5"1' - 0"1' - 0"2' - 5"6" BOLLARD - SEE 11/A2.01 10 A2.01 3' - 0"8' - 0"3' - 0"5' - 7"8' - 0"2' - 3"14' - 0"4' - 0"6' - 0"4' - 0"A2.012 A2.014 A2.01 5 A2.01 3 1' - 0" 10 A2.01 10 A2.01 ELEV PIT 96' -0"3' - 0"CONCRETE MED GAS PAD. SEE CIVIL CONCRETE POST BASE6' - 0"ALUMINUM FENCE BALUSTERS @4" O.C. MAX 1 C B A2.01 8 A2.01 7 A2.019 NEW GENERATOR / ENCLOSURECLR13' - 0"8 5/8"CLR 26' - 0"13' - 3"10 A2.01 10 A2.01 10 A2.01 CONCRETE PAD - SEE CIVIL DRAWINGS FIRST FLOOR 100' -0" 1 4' - 0"2' - 0"6' - 0"ALUMINUM FENCE 10 A2.01 FIRST FLOOR 100' -0" 1 2' - 0"4' - 0"6' - 0"ALUMINUM FENCE 10 A2.01 FIRST FLOOR 100' -0" CB ALUMINUM FENCE 4' - 0"2' - 0"6' - 0"EQ GATE 8' - 0"EQ 10 A2.01 PROVIDE CANE BOLTS AND LOCK FIRST FLOOR 100' -0"4' - 0"2' - 0"6' - 0"EQ GATE 6' - 0"EQ ALUMINUM FENCE 6" BOLLARDS - SEE 11/A2.01 10 A2.01PROVIDE CANE BOLTS AND LOCK FIRST FLOOR 100' -0"4' - 0"2' - 0"6' - 0"ALUMINUM FENCE 10 A2.01 FIRST FLOOR 100' -0" 6" BOLLARD - SEE 11/A2.01 ALUMINUM FENCE 4' - 0"2' - 0"6' - 0"10 A2.01 FIRST FLOOR 100' -0" 10 A2.01 6" BOLLARD - SEE 11/A2.01 ALUMINUM FENCE 2' - 0"4' - 0"6' - 0"1/2" MIN. CROWN PAVEMENT 6" DIAMETER CONCRETE FILLED GALVANIZED METAL BOLLARD - PAINTED 3' - 0"4' - 0"1' - 6" 6"6"6" CONCRETE BASE © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 SITE PLANS, ELEVATIONS AND DETAILS 04 MARCH 2022 A2.01MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION1/4" = 1'-0"A2.01 1 enlarged plan - med gas 1/2" = 1'-0"A2.01 10 med gas enclosure 1/4" = 1'-0"A2.01 6 enlarged plan - generator /enclosure 1/4" = 1'-0"A2.01 8 elevation - generator enclosure - east 1/4" = 1'-0"A2.01 7 elevation - generator enclosure - west 1/4" = 1'-0"A2.01 9 elevation - generator enclosure - south 1/4" = 1'-0"A2.01 2 elevation - med gas - north 1/4" = 1'-0"A2.01 4 elevation - med gas - south 1/4" = 1'-0"A2.01 5 elevation - med gas - east 1/4" = 1'-0"A2.01 3 elevation - med gas - west 1/2" = 1'-0"A2.01 11 detail - bollard FIRST FLOOR 100' -0" xD Z 9 A2.02 4' - 0"2' - 0"6' - 0"ALUMINUM FENCE FIRST FLOOR 100' -0" 9 A2.02 2' - 0"4' - 0"6' - 0"ALUMINUM FENCE FIRST FLOOR 100' -0"4' - 0"2' - 0"6' - 0"ALUMINUM FENCE 9 A2.02 FIRST FLOOR 100' -0" 8 9 A2.02 4' - 0"2' - 0"6' - 0"ALUMINUM FENCE FIRST FLOOR 100' -0" D C BxFY 4' - 0"2' - 0"6' - 0"ALUMINUM FENCE 9 A2.02 FIRST FLOOR 100' -0" 9 A2.02 2' - 0"4' - 0"6' - 0"ALUMINUM FENCE xD Z A2.023 A2.02 4 A2.02 2 10' - 2"9' - 7"7 3/8"9 A2.02 9 A2.02 9 A2.02PEA GRAVEL ISOLATION PET RELIEF AREA 8 D C B xF Y A2.026 A2.02 7 A2.02 8 10' - 2"41' - 6"6"6' - 10" 9 A2.02 9 A2.02 9 A2.02 PET RELIEF AREA TURF ALUMINUM FENCE BALUSTERS @4" O.C. MAX PEA GRAVEL, CONCRETE OR SOD. REFER TO PLAN FOR MATERIAL. PUPPY PANEL BALUSTERS @ 2" O.C. MAX.6' - 0"3' - 0"2' - 0"MATERIAL VARIES - SEE PLAN © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 SITE PLANS, ELEVATIONS AND DETAILS 04 MARCH 2022 A2.02MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION1/4" = 1'-0"A2.02 3 elevation - iso pet relief - north 1/4" = 1'-0"A2.02 2 elevation - iso pet relief - west 1/4" = 1'-0"A2.02 4 elevation - iso pet relief - east 1/4" = 1'-0"A2.02 7 elevation - pet relief -east 1/4" = 1'-0"A2.02 6 elevation - pet relief -north 1/4" = 1'-0"A2.02 8 elevation - pet relief - west 1/4" = 1'-0"A2.02 1 enlarged plan - iso pet relief yard 1/4" = 1'-0"A2.02 5 enlarged plan - pet relief yard 1/2" = 1'-0"A2.02 9 detail - pet relief enclosure UP A. SEE SHEET A0.02 FOR WALL TYPES. ALL INTERIOR PARTITION WALLS ARE FULL HEIGHT, TYPE S3J, U.N.O. B. SEE SHEET A0.04 FOR TYPICAL ADA INFORMATION. C. SEE SHEETS A0.50 & A0.51 FOR LIFE SAFETY PLANS INDICATING RATED PARTITION WALL CONSTRUCTION. D. SEE SHEET SERIES A3 FOR CEILING HEIGHTS. E. SEE SHEET SERIES A4 FOR EQUIPMENT LAYOUTS. SEE SPECIFICATION APPENDIX FOR MORE DETAILED EQUIPMENT INFORMATION. F. SEE SHEETS A10.0, A10.01 & A10.02 FOR DOOR & WINDOW SCHEDULES & TYPES. G. SEE SHEET SERIES A8 FOR FLOOR PATTERN PLAN AND FINISH INFORMATION. SEE FINISH PLANS FOR LOCATION OF CORNER GUARDS. H. SEE ALL CONSULTANT AND VENDOR DRAWINGS FOR ADDITIONAL INFORMATION. I. ROOM NUMBERS USED HERE ARE FOR THE PURPOSES OF THIS PROJECT. VERIFY ANY FINAL ROOM NUMBERING SYSTEM WITH THE OWNER PRIOR TO MAKING FINAL MARKS OR SCHEDULES RELATED TO ROOM NUMBERS. J. PATCH AND REPAIR ANY SURFACE OR OTHER ITEM DAMAGED BY OR INVOLVED IN CONSTRUCTION ACTIVITIES TO "AS NEW". REFER TO ENGINEERING DRAWINGS FOR MEP WORK THAT MAY REQUIRE PATCHING BY GENERAL TRADES CONTRACTOR. K. AREAS SHADED ARE EXISTING TO REMAIN. L. ALL NEW BLOCKING TO BE DOCUMENTED PER GENERAL NOTES AND PROJECT MANUAL. M. INFILL EXISTING SECOND FLOOR SLAB AT ALL ABANDONED PENETRATIONS WITH "LIKE" STRUCTURE PER STRUCTURAL DRAWINGS. INCLUDE THE VACATED STAIRWAY, SHAFTS, AND PIPING PENETRATIONS. A6.02 1 A6.01 1 A6.024A6.01WAITING ROOM 101 EX STAIR S101 RR 105T EXAM 2 122 EXAM 6 126 RR 106T TRIAGE 107A TRAUMA 108 PHARMACY 109 CAT WARD 110 ISOLATION 111B ANTE 111A ISOLATION 111 ICU 112 CLINCAL TEAM 107B ER/TRIAGE 107 PROCEDURE ROOM 107C XRAY 113 RR 114T JAN. 107D WARD 115 BARKING ROOM 115A LAUNDRY 116 ONCOLOGY SHELL SPACE 117 CARDIOLOGY 118 ECHO 118C RR 119T ELEVATOR SURGERY RECEIVING 141 DOCTORS OFFICE 142 EX MEP 120 MEP 135 EXAM 1 121 EXAM 3 123 EXAM 4 124 EXAM 5 125 EXAM 8 128 EXAM 7 127 EXAM 15 136 GRIEF 138 GRIEF 137 EXAM 12 132 EXAM 11 131 EXAM 10 130 EXAM 13 133 EXAM 14 134 EXAM 9 129 SHELLED CT 152A RAD. TECH WORK AREA 152 EX MRI CASSETTE 151 ELECT. 150 RECEIVING / MORGUE 149 READING RM 148 SHELL REHAB 146 ULTRASOUND 145 NEURO SHELL SPACE 144 ENDOSCOPY 143A INTERNAL MEDICINE 143 CORRIDOR X150 RR 140T VESTIBULE 100 CORRIDOR X130 CORRIDOR X120 CORRIDOR X110 CORRIDOR X140 STAIR S100 RR 147T I.M. PRIVATE WORK 143B SURG RECEIVING WK RM 141A WORK RM 118A PRIVATE WK RM 118B 3 MECH 116A RR 139T RECEPTION 102 NEW GENERATOR / ENCLOSURE PET RELIEF AREA ISOLATION PET RELIEF AREA A6.02 2A6.023 A6.012 A10.02 10 XA7.10 1 EXISTING SPACE TO REMAIN. FUTURE SPACE AREA OF WORK PLAN KEY © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 OVERALL FIRST FLOOR NEW WORK PLAN 04 MARCH 2022 A2.10MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONFLOOR PLAN GENERAL NOTES KEY PLAN CODED NOTES - FLOOR PLAN 230 FLIP DOWN EXAM TABLE. PROVIDE BLOCKING IN WALL PER MANUFACTURER'S RECOMMENDATIONS. COORDINATE LOCATION WITH OWNER. SEE DETAIL 4/A8.02. 231 WALLS ARE OF DIFFERENT THICKNESS, ALIGN THIS FACE. 232 GYP BOARD ON METAL FURRING TO BE TIGHT TO STEEL COLUMN. SEE PARTITION TYPE "S1D" ON SHEET A0.02. 233 CENTER STUD OF PARTITION WALL ON STEEL COLUMN. 234 ALIGN FINISHED FACE OF INTERIOR PARTITION WALL WITH FINISHED FACE OF WINDOW JAMB. 235 COORDINATE WITH HVAC. INSTALL FURRING PARTITIONS AS CLOSE TO HVAC DUCT AS POSSIBLE 236 FLOOR PENETRATION. COORDINATE WITH HVAC AND STRUCTURAL DRAWINGS. 237 O.R. PASS-THRU. COORDINATE WITH ELEVATIONS 238 FUR VAC 239 PROVIDE ONE LAYER OF 5/8" GWB ON EXISTING WOOD STUDS, FULL HEIGHT, TO DECK. SEE WALL TYPE "S3O" ON SHEET A0.02 FOR TYPICAL INFORMATION. 240 WET TABLE WITH SINK - COORDINATE WITH PLUMBING DRAWINGS 241 JANITOR FLOOR SINK, COORDINATE WITH PLUMBING DRAWINGS 242 STAINLESS STEEL DOUBLE-HUNG PASS THRU WINDOW, SEE ELEVATIONS 244 PATCH HOLE IN EXISTING WALL RESULTING FROM THE REMOVAL OF A DOOR OR WINDOW. PATCH TO MATCH EXISTING CONSTRUCTION. USE SALVAGED MASONRY AS NEEDED. 245 PROVIDE ONE LAYER OF 5/8" GWB ON EXISTING WALL TO A HEIGHT OF 6" ABOVE CEILING. PROVIDE LEAD LINING TO A HEIGHT OF 7'-0" AS SPECIFIED IN PHYSICIST REPORT. 246 SEE EXAM 14 FOR TYPICAL ELEVATIONS AND NOTES. 247 PROVIDE ISO CLIP AND 2 LAYERS OF 5/8" GWB ON EXISTING WOOD STUDS, FULL HEIGHT, TO DECK. SEE WALL TYPE "S3O" ON SHEET A0.02 FOR TYPICAL INFORMATION. 248 WALL MOUNTED, SEMI RECESSED, FIRE EXTINGUISHER IN CABINET - SEE SPECIFICATIONS. 249 EXISTING STRUCTURAL STEEL COLUMN TO REMAIN. 250 THIS ROOM TO HAVE SPECIAL LEAD SHIELDING. COORDINATE WITH PHYSICIST REPORT FOR SPECIFIC SHIELDING REQUIREMENTS AND EXTENT FOR THIS ROOM. 251 30" X 30" ACCESS PANEL, INSTALL BOTTOM 18" ABOVE FINISH FLOOR 252 ROOF CRICKET PROVIDE SLOPE TO DRAINS 253 ROOF DRAIN - SEE PLUMBING DRAWINGS 254 NEW MEMBRANE ROOFING - SEE SPECIFICATIONS 255 PRE-FABRICATED PRE-FINISHED METAL WALL CAP FLASHING 256 PATCH AND REPAIR ALL MEMBRANE ROOFING AT NEW ROOF DRAIN INSTALLATIONS 257 ROOF TOP HVAC UNIT ENCLOSURE - SEE STRUCTURAL DRAWINGS 258 ROOF TOP HVAC UNIT - SEE HVAC DRAWINGS 259 NEW ROOF INFILL - MATCH EXISTING ROOFING 260 48" WIDE X 84" HIGH OPENING IN METAL ENCLOSURE 261 SHEET METAL CONDUCTOR HEAD AND INTEGRAL SCUPPER PER SMACNA SPECIFICATIONS 262 WALL MOUNTED STEEL ROOF LADDER 263 36" X 36" ROOF HATCH 264 INFILL FLOOR AT OLD OPENING WITH LIKE MATERIAL. COORDINATE WITH STRUCTURAL DRAWINGS. 265 NEW 5/8" GWB OVER EXISTING EXTERIOR WALL STUD FRAMING. EXTEND TO UNDERSIDE OF DECK. 266 EXISTING WALLS TO REMAIN. PATCH AND PAINT AS REQUIRED IN FINISH SCHEDULE. 267 PROVIDE LOW E, OPAQUE FILM ON BACK SIDE OF EXISTING STOREFRONT GLASS PANELS. VENT ABOVE CEILING. 3/32" = 1'-0"A2.10 1 overall first floor plan A BCD FIRST FLOOR 100'-0" FIRST FLOOR 100'-3 1/2" RAMP UP A. SEE SHEET A0.02 FOR WALL TYPES. ALL INTERIOR PARTITION WALLS ARE FULL HEIGHT, TYPE S3J, U.N.O. B. SEE SHEET A0.04 FOR TYPICAL ADA INFORMATION. C. SEE SHEETS A0.50 & A0.51 FOR LIFE SAFETY PLANS INDICATING RATED PARTITION WALL CONSTRUCTION. D. SEE SHEET SERIES A3 FOR CEILING HEIGHTS. E. SEE SHEET SERIES A4 FOR EQUIPMENT LAYOUTS. SEE SPECIFICATION APPENDIX FOR MORE DETAILED EQUIPMENT INFORMATION. F. SEE SHEETS A10.0, A10.01 & A10.02 FOR DOOR & WINDOW SCHEDULES & TYPES. G. SEE SHEET SERIES A8 FOR FLOOR PATTERN PLAN AND FINISH INFORMATION. SEE FINISH PLANS FOR LOCATION OF CORNER GUARDS. H. SEE ALL CONSULTANT AND VENDOR DRAWINGS FOR ADDITIONAL INFORMATION. I. ROOM NUMBERS USED HERE ARE FOR THE PURPOSES OF THIS PROJECT. VERIFY ANY FINAL ROOM NUMBERING SYSTEM WITH THE OWNER PRIOR TO MAKING FINAL MARKS OR SCHEDULES RELATED TO ROOM NUMBERS. J. PATCH AND REPAIR ANY SURFACE OR OTHER ITEM DAMAGED BY OR INVOLVED IN CONSTRUCTION ACTIVITIES TO "AS NEW". REFER TO ENGINEERING DRAWINGS FOR MEP WORK THAT MAY REQUIRE PATCHING BY GENERAL TRADES CONTRACTOR. K. AREAS SHADED ARE EXISTING TO REMAIN. L. ALL NEW BLOCKING TO BE DOCUMENTED PER GENERAL NOTES AND PROJECT MANUAL. M. INFILL EXISTING SECOND FLOOR SLAB AT ALL ABANDONED PENETRATIONS WITH "LIKE" STRUCTURE PER STRUCTURAL DRAWINGS. INCLUDE THE VACATED STAIRWAY, SHAFTS, AND PIPING PENETRATIONS. x1x5x6x6.5x7x8x10x11 x5.5 VESTIBULE 100 WAITING ROOM 101 EX STAIR S101 RR 105T 102B 105T 107A 108 014 013 A9.01 1 A9.01 2 3 A9.01 4 A9.016 A9.01 7 xA xB xC xD A9.01 8 A9.01 9 RECEPTION 102 102A x2 A2.10BA2.10BA2.10CA2.10CA5.01 2A5.015 A5.01 4 A5.013 8' - 2 7/8"2' - 2"7' - 2 1/4"3' - 6 1/2"8' - 10 3/8"4' - 9 1/2"4' - 9 1/2"8' - 3 5/8"10' - 9 3/4"2' - 0"4' - 9 3/8"2' - 10"5"4' - 9 7/8"1' - 2"3' - 0"1' - 0 7/8"5' - 2"5' - 0 3/4" 10 1/4" 7' - 7 5/8" HOLD 3' - 0" 13' - 1"4' - 0"2' - 5"1' - 1 1/2"7 A9.21 6 A9.213' - 0"16' - 4 1/2"17' - 10"10' - 0" 3"15' - 0"7' - 6 3/8"8' - 4 7/8"7' - 5"15' - 0"8" 8 3/8"1' - 10 1/4" 9 A9.21 3' - 6"104E 003E 249 232 249 249249 249249 249249 249 232 249 A5.01 1 Sim S3J S3J S3G S3G S3G S3G S3DS3D A8.02 5 248 A9.015 1 A9.23 S3D S3D S3O S3O 232 CAT-FRIENDLY WAITING 103002 001 001 265 265 265 265 265 265 265 265 265 265 265 265 266266 266 266 266 266 266 A10.02 10 A10.02 9 SIM XA7.10 1 EXISTING SPACE TO REMAIN. FUTURE SPACE AREA OF WORK PLAN KEY © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 FIRST FLOOR NEW WORK PLAN - AREA A 04 MARCH 2022 A2.10AMEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONFLOOR PLAN GENERAL NOTES KEY PLAN 1/4" = 1'-0"A2.10A 1 partial first floor - area A A BCD CODED NOTES - FLOOR PLAN 230 FLIP DOWN EXAM TABLE. PROVIDE BLOCKING IN WALL PER MANUFACTURER'S RECOMMENDATIONS. COORDINATE LOCATION WITH OWNER. SEE DETAIL 4/A8.02. 231 WALLS ARE OF DIFFERENT THICKNESS, ALIGN THIS FACE. 232 GYP BOARD ON METAL FURRING TO BE TIGHT TO STEEL COLUMN. SEE PARTITION TYPE "S1D" ON SHEET A0.02. 233 CENTER STUD OF PARTITION WALL ON STEEL COLUMN. 234 ALIGN FINISHED FACE OF INTERIOR PARTITION WALL WITH FINISHED FACE OF WINDOW JAMB. 235 COORDINATE WITH HVAC. INSTALL FURRING PARTITIONS AS CLOSE TO HVAC DUCT AS POSSIBLE 236 FLOOR PENETRATION. COORDINATE WITH HVAC AND STRUCTURAL DRAWINGS. 237 O.R. PASS-THRU. COORDINATE WITH ELEVATIONS 238 FUR VAC 239 PROVIDE ONE LAYER OF 5/8" GWB ON EXISTING WOOD STUDS, FULL HEIGHT, TO DECK. SEE WALL TYPE "S3O" ON SHEET A0.02 FOR TYPICAL INFORMATION. 240 WET TABLE WITH SINK - COORDINATE WITH PLUMBING DRAWINGS 241 JANITOR FLOOR SINK, COORDINATE WITH PLUMBING DRAWINGS 242 STAINLESS STEEL DOUBLE-HUNG PASS THRU WINDOW, SEE ELEVATIONS 244 PATCH HOLE IN EXISTING WALL RESULTING FROM THE REMOVAL OF A DOOR OR WINDOW. PATCH TO MATCH EXISTING CONSTRUCTION. USE SALVAGED MASONRY AS NEEDED. 245 PROVIDE ONE LAYER OF 5/8" GWB ON EXISTING WALL TO A HEIGHT OF 6" ABOVE CEILING. PROVIDE LEAD LINING TO A HEIGHT OF 7'-0" AS SPECIFIED IN PHYSICIST REPORT. 246 SEE EXAM 14 FOR TYPICAL ELEVATIONS AND NOTES. 247 PROVIDE ISO CLIP AND 2 LAYERS OF 5/8" GWB ON EXISTING WOOD STUDS, FULL HEIGHT, TO DECK. SEE WALL TYPE "S3O" ON SHEET A0.02 FOR TYPICAL INFORMATION. 248 WALL MOUNTED, SEMI RECESSED, FIRE EXTINGUISHER IN CABINET - SEE SPECIFICATIONS. 249 EXISTING STRUCTURAL STEEL COLUMN TO REMAIN. 250 THIS ROOM TO HAVE SPECIAL LEAD SHIELDING. COORDINATE WITH PHYSICIST REPORT FOR SPECIFIC SHIELDING REQUIREMENTS AND EXTENT FOR THIS ROOM. 251 30" X 30" ACCESS PANEL, INSTALL BOTTOM 18" ABOVE FINISH FLOOR 252 ROOF CRICKET PROVIDE SLOPE TO DRAINS 253 ROOF DRAIN - SEE PLUMBING DRAWINGS 254 NEW MEMBRANE ROOFING - SEE SPECIFICATIONS 255 PRE-FABRICATED PRE-FINISHED METAL WALL CAP FLASHING 256 PATCH AND REPAIR ALL MEMBRANE ROOFING AT NEW ROOF DRAIN INSTALLATIONS 257 ROOF TOP HVAC UNIT ENCLOSURE - SEE STRUCTURAL DRAWINGS 258 ROOF TOP HVAC UNIT - SEE HVAC DRAWINGS 259 NEW ROOF INFILL - MATCH EXISTING ROOFING 260 48" WIDE X 84" HIGH OPENING IN METAL ENCLOSURE 261 SHEET METAL CONDUCTOR HEAD AND INTEGRAL SCUPPER PER SMACNA SPECIFICATIONS 262 WALL MOUNTED STEEL ROOF LADDER 263 36" X 36" ROOF HATCH 264 INFILL FLOOR AT OLD OPENING WITH LIKE MATERIAL. COORDINATE WITH STRUCTURAL DRAWINGS. 265 NEW 5/8" GWB OVER EXISTING EXTERIOR WALL STUD FRAMING. EXTEND TO UNDERSIDE OF DECK. 266 EXISTING WALLS TO REMAIN. PATCH AND PAINT AS REQUIRED IN FINISH SCHEDULE. 267 PROVIDE LOW E, OPAQUE FILM ON BACK SIDE OF EXISTING STOREFRONT GLASS PANELS. VENT ABOVE CEILING. A. SEE SHEET A0.02 FOR WALL TYPES. ALL INTERIOR PARTITION WALLS ARE FULL HEIGHT, TYPE S3J, U.N.O. B. SEE SHEET A0.04 FOR TYPICAL ADA INFORMATION. C. SEE SHEETS A0.50 & A0.51 FOR LIFE SAFETY PLANS INDICATING RATED PARTITION WALL CONSTRUCTION. D. SEE SHEET SERIES A3 FOR CEILING HEIGHTS. E. SEE SHEET SERIES A4 FOR EQUIPMENT LAYOUTS. SEE SPECIFICATION APPENDIX FOR MORE DETAILED EQUIPMENT INFORMATION. F. SEE SHEETS A10.0, A10.01 & A10.02 FOR DOOR & WINDOW SCHEDULES & TYPES. G. SEE SHEET SERIES A8 FOR FLOOR PATTERN PLAN AND FINISH INFORMATION. SEE FINISH PLANS FOR LOCATION OF CORNER GUARDS. H. SEE ALL CONSULTANT AND VENDOR DRAWINGS FOR ADDITIONAL INFORMATION. I. ROOM NUMBERS USED HERE ARE FOR THE PURPOSES OF THIS PROJECT. VERIFY ANY FINAL ROOM NUMBERING SYSTEM WITH THE OWNER PRIOR TO MAKING FINAL MARKS OR SCHEDULES RELATED TO ROOM NUMBERS. J. PATCH AND REPAIR ANY SURFACE OR OTHER ITEM DAMAGED BY OR INVOLVED IN CONSTRUCTION ACTIVITIES TO "AS NEW". REFER TO ENGINEERING DRAWINGS FOR MEP WORK THAT MAY REQUIRE PATCHING BY GENERAL TRADES CONTRACTOR. K. AREAS SHADED ARE EXISTING TO REMAIN. L. ALL NEW BLOCKING TO BE DOCUMENTED PER GENERAL NOTES AND PROJECT MANUAL. M. INFILL EXISTING SECOND FLOOR SLAB AT ALL ABANDONED PENETRATIONS WITH "LIKE" STRUCTURE PER STRUCTURAL DRAWINGS. INCLUDE THE VACATED STAIRWAY, SHAFTS, AND PIPING PENETRATIONS. x1 8765 D A C B x4 x3x5.5 1 A7.02 PROCEDURE ROOM 107C XRAY 113 A9.028 A9.033 2 ER/TRIAGE 107 EXAM 1 121 MEP 135 EX MEP 120 RR 114T JAN. 107D RR 106T TRIAGE 107A TRAUMA 108 PHARMACY 109 CAT WARD 110 ISOLATION 111B ANTE 111A ISOLATION 111 CLINCAL TEAM 107B ICU 112 WARD 115 BARKING ROOM 115A LAUNDRY 116 ONCOLOGY SHELL SPACE 117 CARDIOLOGY 118 ECHO 118C 107AA 107A 108A 108 111A 111 107B 112 111C 005 115A 116 107D 113 107C 114T 117118 118C JC 111C 006 115 110 111BA9.024 A9.039 A9.052 A9.03 1 A9.03 7A9.021 A9.044 A9.05 8 A9.04 10 26 27 2825 xD xE xFA9.053 A9.05 1 A9.05 5 A9.048 A9.023 A9.02 2 A9.04 A9.02 7 A9.035 A9.03 4 1 A9.0423 A9.04 5A9.046 A9.04 7 10A9.025 A9.026 A9.01 8 A9.06 1 A9.06 2 A9.057A9.059 A9.03 6 A9.03 8 9 A9.04 9 1 A7.01 107 2 A7.01 3 A7.01 118B A2.10AA2.10A A2.10C A2.10CA5.02 1 A9.054 30' - 0"30' - 0"30' - 8"1' - 8" 14' - 0"4' - 0"8' - 0"4' - 0"15' - 4"4' - 0"46' - 8" 3' - 8"10' - 4"3' - 8"11' - 8"3' - 4"4' - 0"7' - 4"4' - 0"9' - 4"3' - 4"2' - 0"116A MECH 116A 33' - 4"1' - 8"1' - 8"2' - 2"2' - 3"7' - 1"96' - 0" 3' - 4" 1' - 8"3' - 4"11' - 4"4' - 0"6' - 9 39/128"3' - 4"Y Z 3/4"12' - 5 1/4"12' - 2 1/8" 7' - 1 5/8"4' - 11 5/8"4"10' - 10 1/4"1' - 3 7/8"1/2" 8' - 11 1/8"10' - 7"14' - 0 7/8"12' - 5"12' - 11 1/2"2' - 6 1/4" 3' - 7"6' - 3"2' - 7"2' - 3 3/8"2' - 9"2' - 9"10' - 7 5/8"5' - 0 5/8"15' - 3 3/4"13' - 7"9' - 5 7/8"2' - 9"2' - 9"2' - 1"2' - 9"EQ EQ7' - 8"EQEQ2' - 11 7/8"4' - 10 1/8"7' - 10 1/4"2' - 8"2' - 6"4' - 9" 1' - 6" 10' - 11 3/4"21' - 5 1/8" 9' - 2 3/4"9' - 1 7/8"14' - 0 7/8"6' - 0"12' - 4"2' - 2"6' - 0"32' - 4 7/8"3' - 1 5/8" 11' - 3 5/8"3' - 3" 3' - 0"8' - 11 1/2"5' - 3 5/8"10' - 9 3/4"5' - 5"3' - 0"2' - 0"4' - 8"2' - 1"10' - 3 1/2"3' - 4 3/8"6' - 11 1/8"6' - 4 7/8" 2' - 4" 11 1/8"3' - 4 5/8"4' - 5 1/8" 8 3/4"20' - 5 7/8"8' - 9 3/8"17' - 9 3/4"7' - 9 1/4"7' - 1 1/4" 2' - 8 1/8" 14' - 10 1/4"13' - 1 5/8"1' - 2 5/8"5 3/8"11' - 8 1/2"5' - 7 3/8"1' - 1 1/2"5 3/8"5"4' - 5"2' - 7 1/2"2' - 10 3/4"24' - 11 3/8"8' - 4 1/8" HOLD 3' - 0"4' - 8 3/4"8' - 1 3/4"4' - 2"12' - 7 5/8"7 1/4"4 1/4"10' - 6 1/4"5' - 6"5' - 0 1/4"4' - 0 1/8"4' - 4" S3O S3O S3O S3O S3O S3O S3O S3O S3O S3O S3O S3O4 7/8"2 5/8"106T 121 135 119T X120 120 004 249 231 230 A5.01 6 Sim 249 249 232 232 249232 249 233 233 S3O S3J 231 244 244 240 241 240 240 240 240 230 241 S3P S3P S3PS3J S3J S3K S3D 245245 233 ALIGN 233 S3J S3J S3J S3O S1D S3J S3G A5.01 7 Sim S3O S3O S3O S3J S3G S3G S3J S3J S3J S3D S3D S3K S3J S3J S3J S3J S3J S3J S3D S3D S3D S3D S3J S3J S3J S3J S3J S3J S3J A9.23 9 A9.23 9 A9.23 9 A9.23 5 5 A9.22 5 A9.21 S3J S3JS3J A9.23 5 A9.23 5 S3DS3D S3J S3D S3J S3G S3J S3G S3J S3J 6' - 4 7/8"14' - 8 5/8"13' - 9 1/4" S3J S3J S3J S3J S3J S3J S3J S3J S3G S3J 230 230 232 S3D A5.01 8 Sim PRIVATE WK RM 118B WORK RM 118A 246246 251 007 3' - 10" A5.02 3 A5.02 2 A5.02 4 A5.02 5 BL-A BL-B BL-B BL-EBL-E BL-C 248 239 239 239 8' - 0 5/8"1' - 1 1/4" 2' - 3 3/4"6' - 6 3/8"7' - 1"7' - 1"4' - 3 1/8"4"7' - 0"5' - 0 1/2"9' - 11"CORRIDOR X150 S1D 232 2' - 9" 232 232 S3D S3D 233 6' - 6"6' - 4" S4 S4 S3S3S3 S1D 265 265 265 265 265 265 265 265 265265265 6 5' - 11 1/2"1' - 11"6' - 7"10' - 3 3/4"7' - 5"7' - 2 5/8"1' - 2 5/8"3' - 10"7' - 10" EQ EQ 8' - 5 1/4" EXISTING SPACE TO REMAIN. FUTURE SPACE AREA OF WORK PLAN KEY © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 FIRST FLOOR NEW WORK PLAN - AREA B 04 MARCH 2022 A2.10BMEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONFLOOR PLAN GENERAL NOTES KEY PLAN 1/4" = 1'-0"A2.10B 1 first floor - area B A BCD CODED NOTES - FLOOR PLAN 230 FLIP DOWN EXAM TABLE. PROVIDE BLOCKING IN WALL PER MANUFACTURER'S RECOMMENDATIONS. COORDINATE LOCATION WITH OWNER. SEE DETAIL 4/A8.02. 231 WALLS ARE OF DIFFERENT THICKNESS, ALIGN THIS FACE. 232 GYP BOARD ON METAL FURRING TO BE TIGHT TO STEEL COLUMN. SEE PARTITION TYPE "S1D" ON SHEET A0.02. 233 CENTER STUD OF PARTITION WALL ON STEEL COLUMN. 234 ALIGN FINISHED FACE OF INTERIOR PARTITION WALL WITH FINISHED FACE OF WINDOW JAMB. 235 COORDINATE WITH HVAC. INSTALL FURRING PARTITIONS AS CLOSE TO HVAC DUCT AS POSSIBLE 236 FLOOR PENETRATION. COORDINATE WITH HVAC AND STRUCTURAL DRAWINGS. 237 O.R. PASS-THRU. COORDINATE WITH ELEVATIONS 238 FUR VAC 239 PROVIDE ONE LAYER OF 5/8" GWB ON EXISTING WOOD STUDS, FULL HEIGHT, TO DECK. SEE WALL TYPE "S3O" ON SHEET A0.02 FOR TYPICAL INFORMATION. 240 WET TABLE WITH SINK - COORDINATE WITH PLUMBING DRAWINGS 241 JANITOR FLOOR SINK, COORDINATE WITH PLUMBING DRAWINGS 242 STAINLESS STEEL DOUBLE-HUNG PASS THRU WINDOW, SEE ELEVATIONS 244 PATCH HOLE IN EXISTING WALL RESULTING FROM THE REMOVAL OF A DOOR OR WINDOW. PATCH TO MATCH EXISTING CONSTRUCTION. USE SALVAGED MASONRY AS NEEDED. 245 PROVIDE ONE LAYER OF 5/8" GWB ON EXISTING WALL TO A HEIGHT OF 6" ABOVE CEILING. PROVIDE LEAD LINING TO A HEIGHT OF 7'-0" AS SPECIFIED IN PHYSICIST REPORT. 246 SEE EXAM 14 FOR TYPICAL ELEVATIONS AND NOTES. 247 PROVIDE ISO CLIP AND 2 LAYERS OF 5/8" GWB ON EXISTING WOOD STUDS, FULL HEIGHT, TO DECK. SEE WALL TYPE "S3O" ON SHEET A0.02 FOR TYPICAL INFORMATION. 248 WALL MOUNTED, SEMI RECESSED, FIRE EXTINGUISHER IN CABINET - SEE SPECIFICATIONS. 249 EXISTING STRUCTURAL STEEL COLUMN TO REMAIN. 250 THIS ROOM TO HAVE SPECIAL LEAD SHIELDING. COORDINATE WITH PHYSICIST REPORT FOR SPECIFIC SHIELDING REQUIREMENTS AND EXTENT FOR THIS ROOM. 251 30" X 30" ACCESS PANEL, INSTALL BOTTOM 18" ABOVE FINISH FLOOR 252 ROOF CRICKET PROVIDE SLOPE TO DRAINS 253 ROOF DRAIN - SEE PLUMBING DRAWINGS 254 NEW MEMBRANE ROOFING - SEE SPECIFICATIONS 255 PRE-FABRICATED PRE-FINISHED METAL WALL CAP FLASHING 256 PATCH AND REPAIR ALL MEMBRANE ROOFING AT NEW ROOF DRAIN INSTALLATIONS 257 ROOF TOP HVAC UNIT ENCLOSURE - SEE STRUCTURAL DRAWINGS 258 ROOF TOP HVAC UNIT - SEE HVAC DRAWINGS 259 NEW ROOF INFILL - MATCH EXISTING ROOFING 260 48" WIDE X 84" HIGH OPENING IN METAL ENCLOSURE 261 SHEET METAL CONDUCTOR HEAD AND INTEGRAL SCUPPER PER SMACNA SPECIFICATIONS 262 WALL MOUNTED STEEL ROOF LADDER 263 36" X 36" ROOF HATCH 264 INFILL FLOOR AT OLD OPENING WITH LIKE MATERIAL. COORDINATE WITH STRUCTURAL DRAWINGS. 265 NEW 5/8" GWB OVER EXISTING EXTERIOR WALL STUD FRAMING. EXTEND TO UNDERSIDE OF DECK. 266 EXISTING WALLS TO REMAIN. PATCH AND PAINT AS REQUIRED IN FINISH SCHEDULE. 267 PROVIDE LOW E, OPAQUE FILM ON BACK SIDE OF EXISTING STOREFRONT GLASS PANELS. VENT ABOVE CEILING. x7x9x12 543 D A C B x11 3 A7.03 SHELLED CT 152A EXAM 12 132 EXAM 11 131 GRIEF 137 CORRIDOR X140 GRIEF 138 EXAM 6 126 EXAM 2 122 EXAM 15 136 EXAM 3 123 EXAM 4 124EXAM 7 127 EXAM 10 130 EXAM 13 133 EXAM 14 134 EXAM 9 129 EXAM 8 128 EXAM 5 125 CORRIDOR X150 ENDOSCOPY 143A DOCTORS OFFICE 142 SURGERY RECEIVING 141 I.M. PRIVATE WORK 143B INTERNAL MEDICINE 143 NEURO SHELL SPACE 144 ELEVATOR 137 138 012 126 122 123 124 125 127 136 128 X130 129 130 131132 133 134 152A X140 X120 143 143B 142 141 139 119T 140T CORRIDOR X120 CORRIDOR X130 STAIR S100 RR 140T RR 119T 0081 A7.03 A9.07 7 A9.081 A9.07 6 A9.07 1 A9.07 3 A9.07 2 A9.075 A9.07 4 A9.067 A9.06 6 A9.06 5 A9.06 4 A9.06 3 A9.08 7 21 22 24 262023 25 xD xE xFA9.059 A7.05 2 4 A7.03 1 A7.04 2 A7.04 A2.10BA2.10B A2.10AA2.10AA2.10DA2.10DA9.08 6 A9.085 Y Z 30' - 0"30' - 0" 20' - 8" 1' - 8"3' - 4"15' - 8"15' - 4"4' - 0"15' - 4"4' - 0"8' - 0 3/8"4' - 0"6' - 0" 4"5' - 8"1' - 8 3/8"13' - 7 5/8"2' - 0"1' - 2 5/8"5 3/8"21' - 4 3/4"3' - 1 1/4"2' - 0"1' - 2 5/8"5 3/8"3' - 8"1' - 4"10' - 0 3/4"7' - 11"5' - 9"4"7' - 0"6' - 9"8' - 6"2' - 9"5' - 0" A9.08 7 SIM A9.087 SIMS3R S3O S3O S3O S3O S3O S3R S3O S3O S3O S3O S3O S3O 7' - 4 3/4"8 3/4"8' - 1 3/4"4' - 2"12' - 2 1/4"5"14' - 9 1/8"13' - 0 3/8"8' - 11 7/8"7' - 6 7/8"7' - 0" 6 1/8"4 7/8"1' - 2 5/8"5 3/8"9' - 8"14' - 10"4' - 5"2' - 1"5"1' - 2 5/8"5 3/8"9' - 1 7/8"6 1/8"EQ EQ 4' - 2 7/8" HOLD 3' - 0" 4' - 2"EQEQ7' - 1"10' - 9 3/4"5' - 6"10' - 4 7/8"10' - 4 7/8"10' - 3" +/-2 1/2"2 1/2"15' - 1 3/4" +/-5' - 6"11' - 0 3/4"10' - 7 7/8"6' - 0"11' - 1 3/8"10' - 8 1/2"5' - 6"3' - 0" 2 1/2"2 1/2"8' - 11 1/2"5' - 3 5/8"10' - 9 3/4"5' - 5"3' - 0"2' - 0"4' - 8"4 7/8"3' - 0"10' - 9 1/8"5' - 6"10' - 9 1/8"3' - 0"11' - 3 3/4"10' - 8 1/2"5' - 6"3' - 0" 6"2' - 1"2' - 1"13' - 8" 5" 3" 3"2 1/2"10' - 10"13' - 3"6' - 2"1' - 1 3/4"10' - 2 3/4"12' - 9 1/4"13' - 11 3/8"9' - 8 5/8"2 3/8"10' - 7 7/8"10' - 6 1/2"2 1/2"6' - 1 5/8"3/4" 4' - 4"1' - 9 3/4"2 3/8"7' - 9"2' - 10 7/8"5 1/8" 6' - 5 1/4"8' - 8 1/2"5' - 6"11' - 0 3/4"10' - 7 7/8"6' - 0"11' - 1 3/8"10' - 8 1/2"5' - 6"5' - 6"10' - 4 7/8"10' - 4 7/8"22' - 2 1/4"4' - 7" 107 106T 121 135 013 0 143A 120 139T A5.01 8 Sim S3J S3J S3J S3J S3J S3D S3J S3J S3D 234 230 230 232 231 S3G S3J S3J S3J S3J S3J 240 S3J S3G S3G S3J 232 230 230 230 S3D S3J S3J A5.01 10 Sim 232 233 233 233 233 S3P 230 230 249 249 232 S3O S3O S3O233S3J S3J S3J S3O 246246 246246 246246 246246 246246 246246 246246246246 246246 246246 246246 246246 S3J S3J S3J S3J S3J S3J S3J S3J S3J S3J S3J 249 232 249 249 249 S3J S3J S3J S3J S3J S3J S3J S3J S3J S3J 230 247 247 247 247 RR 139T S1D S1D S3D S1D BL-A BL-D UP A7.06 1 A5.01 9 Sim 248 248 S1D S1D S1D S1D S1D S1D S1D 231 232 S3D S3D S3D S3J S3J S3D S3D 239 239 239 CORRIDOR X110 RAD. TECH WORK AREA 152 TYP TYP246246 S3S3S3 M8Q M8Q M8Q M8Q M8QM8Q M8Q M8Q M8Q M8Q S3OS3O S1D S3D A6.012 265 265265265 265 265 265 A. SEE SHEET A0.02 FOR WALL TYPES. ALL INTERIOR PARTITION WALLS ARE FULL HEIGHT, TYPE S3J, U.N.O. B. SEE SHEET A0.04 FOR TYPICAL ADA INFORMATION. C. SEE SHEETS A0.50 & A0.51 FOR LIFE SAFETY PLANS INDICATING RATED PARTITION WALL CONSTRUCTION. D. SEE SHEET SERIES A3 FOR CEILING HEIGHTS. E. SEE SHEET SERIES A4 FOR EQUIPMENT LAYOUTS. SEE SPECIFICATION APPENDIX FOR MORE DETAILED EQUIPMENT INFORMATION. F. SEE SHEETS A10.0, A10.01 & A10.02 FOR DOOR & WINDOW SCHEDULES & TYPES. G. SEE SHEET SERIES A8 FOR FLOOR PATTERN PLAN AND FINISH INFORMATION. SEE FINISH PLANS FOR LOCATION OF CORNER GUARDS. H. SEE ALL CONSULTANT AND VENDOR DRAWINGS FOR ADDITIONAL INFORMATION. I. ROOM NUMBERS USED HERE ARE FOR THE PURPOSES OF THIS PROJECT. VERIFY ANY FINAL ROOM NUMBERING SYSTEM WITH THE OWNER PRIOR TO MAKING FINAL MARKS OR SCHEDULES RELATED TO ROOM NUMBERS. J. PATCH AND REPAIR ANY SURFACE OR OTHER ITEM DAMAGED BY OR INVOLVED IN CONSTRUCTION ACTIVITIES TO "AS NEW". REFER TO ENGINEERING DRAWINGS FOR MEP WORK THAT MAY REQUIRE PATCHING BY GENERAL TRADES CONTRACTOR. K. AREAS SHADED ARE EXISTING TO REMAIN. L. ALL NEW BLOCKING TO BE DOCUMENTED PER GENERAL NOTES AND PROJECT MANUAL. M. INFILL EXISTING SECOND FLOOR SLAB AT ALL ABANDONED PENETRATIONS WITH "LIKE" STRUCTURE PER STRUCTURAL DRAWINGS. INCLUDE THE VACATED STAIRWAY, SHAFTS, AND PIPING PENETRATIONS. EXISTING SPACE TO REMAIN. FUTURE SPACE AREA OF WORK PLAN KEY © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 FIRST FLOOR NEW WORK PLAN - AREA C 04 MARCH 2022 A2.10CMEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION1/4" = 1'-0"A2.10C 1 first floor - area C FLOOR PLAN GENERAL NOTES KEY PLAN A BCD CODED NOTES - FLOOR PLAN 230 FLIP DOWN EXAM TABLE. PROVIDE BLOCKING IN WALL PER MANUFACTURER'S RECOMMENDATIONS. COORDINATE LOCATION WITH OWNER. SEE DETAIL 4/A8.02. 231 WALLS ARE OF DIFFERENT THICKNESS, ALIGN THIS FACE. 232 GYP BOARD ON METAL FURRING TO BE TIGHT TO STEEL COLUMN. SEE PARTITION TYPE "S1D" ON SHEET A0.02. 233 CENTER STUD OF PARTITION WALL ON STEEL COLUMN. 234 ALIGN FINISHED FACE OF INTERIOR PARTITION WALL WITH FINISHED FACE OF WINDOW JAMB. 235 COORDINATE WITH HVAC. INSTALL FURRING PARTITIONS AS CLOSE TO HVAC DUCT AS POSSIBLE 236 FLOOR PENETRATION. COORDINATE WITH HVAC AND STRUCTURAL DRAWINGS. 237 O.R. PASS-THRU. COORDINATE WITH ELEVATIONS 238 FUR VAC 239 PROVIDE ONE LAYER OF 5/8" GWB ON EXISTING WOOD STUDS, FULL HEIGHT, TO DECK. SEE WALL TYPE "S3O" ON SHEET A0.02 FOR TYPICAL INFORMATION. 240 WET TABLE WITH SINK - COORDINATE WITH PLUMBING DRAWINGS 241 JANITOR FLOOR SINK, COORDINATE WITH PLUMBING DRAWINGS 242 STAINLESS STEEL DOUBLE-HUNG PASS THRU WINDOW, SEE ELEVATIONS 244 PATCH HOLE IN EXISTING WALL RESULTING FROM THE REMOVAL OF A DOOR OR WINDOW. PATCH TO MATCH EXISTING CONSTRUCTION. USE SALVAGED MASONRY AS NEEDED. 245 PROVIDE ONE LAYER OF 5/8" GWB ON EXISTING WALL TO A HEIGHT OF 6" ABOVE CEILING. PROVIDE LEAD LINING TO A HEIGHT OF 7'-0" AS SPECIFIED IN PHYSICIST REPORT. 246 SEE EXAM 14 FOR TYPICAL ELEVATIONS AND NOTES. 247 PROVIDE ISO CLIP AND 2 LAYERS OF 5/8" GWB ON EXISTING WOOD STUDS, FULL HEIGHT, TO DECK. SEE WALL TYPE "S3O" ON SHEET A0.02 FOR TYPICAL INFORMATION. 248 WALL MOUNTED, SEMI RECESSED, FIRE EXTINGUISHER IN CABINET - SEE SPECIFICATIONS. 249 EXISTING STRUCTURAL STEEL COLUMN TO REMAIN. 250 THIS ROOM TO HAVE SPECIAL LEAD SHIELDING. COORDINATE WITH PHYSICIST REPORT FOR SPECIFIC SHIELDING REQUIREMENTS AND EXTENT FOR THIS ROOM. 251 30" X 30" ACCESS PANEL, INSTALL BOTTOM 18" ABOVE FINISH FLOOR 252 ROOF CRICKET PROVIDE SLOPE TO DRAINS 253 ROOF DRAIN - SEE PLUMBING DRAWINGS 254 NEW MEMBRANE ROOFING - SEE SPECIFICATIONS 255 PRE-FABRICATED PRE-FINISHED METAL WALL CAP FLASHING 256 PATCH AND REPAIR ALL MEMBRANE ROOFING AT NEW ROOF DRAIN INSTALLATIONS 257 ROOF TOP HVAC UNIT ENCLOSURE - SEE STRUCTURAL DRAWINGS 258 ROOF TOP HVAC UNIT - SEE HVAC DRAWINGS 259 NEW ROOF INFILL - MATCH EXISTING ROOFING 260 48" WIDE X 84" HIGH OPENING IN METAL ENCLOSURE 261 SHEET METAL CONDUCTOR HEAD AND INTEGRAL SCUPPER PER SMACNA SPECIFICATIONS 262 WALL MOUNTED STEEL ROOF LADDER 263 36" X 36" ROOF HATCH 264 INFILL FLOOR AT OLD OPENING WITH LIKE MATERIAL. COORDINATE WITH STRUCTURAL DRAWINGS. 265 NEW 5/8" GWB OVER EXISTING EXTERIOR WALL STUD FRAMING. EXTEND TO UNDERSIDE OF DECK. 266 EXISTING WALLS TO REMAIN. PATCH AND PAINT AS REQUIRED IN FINISH SCHEDULE. 267 PROVIDE LOW E, OPAQUE FILM ON BACK SIDE OF EXISTING STOREFRONT GLASS PANELS. VENT ABOVE CEILING. 21 1 2.2 D F A C B E A9.08 2 EX MRI CASSETTE 151 RECEIVING / MORGUE 149 ELECT. 150 READING RM 148 ULTRASOUND 145 SHELL REHAB 146 NEURO SHELL SPACE 144 149 146 148 151 145 144 009 1 A7.03 A9.08 4 3 5 A7.01 A9.08 8 4 A7.01 011 010 147T 53 SF RR 147T 2 A7.03 A2.10CA2.10C3 A7.045' - 4"4' - 0"7' - 11 11/16"4' - 0"6' - 8 5/16"3' - 4"39' - 4"30' - 8" 6' - 0"4' - 0"5' - 4"4' - 0"6' - 0"4' - 0"7' - 11 5/8"4' - 0" 1' - 8"4' - 4"3' - 0"4' - 11 5/8"10' - 10"13' - 3"6' - 2"17' - 1"20' - 0"70' - 8"1' - 8"3' - 8"4' - 5 3/8"2' - 3"1' - 8"38' - 0"4' - 3" +/- 1' - 8"34' - 10 1/4"1' - 5 3/4"33' - 2 1/2"1' - 8"30' - 3"1' - 3 1/2"7' - 3 3/8"13' - 2"9' - 5"14' - 5 7/8" 1' - 2 5/8" 5 3/8" 6 5/8"6' - 3 3/8"13' - 2"6' - 5 1/2"10' - 11"12' - 5"12' - 1"5 3/8"1' - 2 5/8"9' - 10"1' - 1"10' - 6 1/2"EQ EQ 1' - 2 5/8" 5 3/8"5' - 2 5/8"13' - 7 5/8"6' - 2"9' - 2 1/2"1' - 3"2' - 1 7/8" +/-6' - 5 1/2"2' - 10 1/4" +/-5 1/4"5 1/4"5' - 1"A5.01 11 Sim 234 232 232 5 1/4" S3D S3D S3D S3D S3DS3D S3J S3J S3J S3J S3J S1D S3D S3J S3J S3J S3J S3J S3J S3J248 CORRIDOR X150 S3S3S3S3 S3 S4 RAMP FIRST FLOOR 100'-0" FIRST FLOOR 100'-3 1/2" FIRST FLOOR 100'-3 1/2" S3J S3J S3J A6.023 A6.012 248 NON- FERROUS 14' - 0" 4' - 10" A. SEE SHEET A0.02 FOR WALL TYPES. ALL INTERIOR PARTITION WALLS ARE FULL HEIGHT, TYPE S3J, U.N.O. B. SEE SHEET A0.04 FOR TYPICAL ADA INFORMATION. C. SEE SHEETS A0.50 & A0.51 FOR LIFE SAFETY PLANS INDICATING RATED PARTITION WALL CONSTRUCTION. D. SEE SHEET SERIES A3 FOR CEILING HEIGHTS. E. SEE SHEET SERIES A4 FOR EQUIPMENT LAYOUTS. SEE SPECIFICATION APPENDIX FOR MORE DETAILED EQUIPMENT INFORMATION. F. SEE SHEETS A10.0, A10.01 & A10.02 FOR DOOR & WINDOW SCHEDULES & TYPES. G. SEE SHEET SERIES A8 FOR FLOOR PATTERN PLAN AND FINISH INFORMATION. SEE FINISH PLANS FOR LOCATION OF CORNER GUARDS. H. SEE ALL CONSULTANT AND VENDOR DRAWINGS FOR ADDITIONAL INFORMATION. I. ROOM NUMBERS USED HERE ARE FOR THE PURPOSES OF THIS PROJECT. VERIFY ANY FINAL ROOM NUMBERING SYSTEM WITH THE OWNER PRIOR TO MAKING FINAL MARKS OR SCHEDULES RELATED TO ROOM NUMBERS. J. PATCH AND REPAIR ANY SURFACE OR OTHER ITEM DAMAGED BY OR INVOLVED IN CONSTRUCTION ACTIVITIES TO "AS NEW". REFER TO ENGINEERING DRAWINGS FOR MEP WORK THAT MAY REQUIRE PATCHING BY GENERAL TRADES CONTRACTOR. K. AREAS SHADED ARE EXISTING TO REMAIN. L. ALL NEW BLOCKING TO BE DOCUMENTED PER GENERAL NOTES AND PROJECT MANUAL. M. INFILL EXISTING SECOND FLOOR SLAB AT ALL ABANDONED PENETRATIONS WITH "LIKE" STRUCTURE PER STRUCTURAL DRAWINGS. INCLUDE THE VACATED STAIRWAY, SHAFTS, AND PIPING PENETRATIONS. EXISTING SPACE TO REMAIN. FUTURE SPACE AREA OF WORK PLAN KEY © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 FIRST FLOOR NEW WORK PLAN - AREA D 04 MARCH 2022 A2.10DMEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION1/4" = 1'-0"A2.10D 1 first floor - area D FLOOR PLAN GENERAL NOTES KEY PLAN A BCD CODED NOTES - FLOOR PLAN 230 FLIP DOWN EXAM TABLE. PROVIDE BLOCKING IN WALL PER MANUFACTURER'S RECOMMENDATIONS. COORDINATE LOCATION WITH OWNER. SEE DETAIL 4/A8.02. 231 WALLS ARE OF DIFFERENT THICKNESS, ALIGN THIS FACE. 232 GYP BOARD ON METAL FURRING TO BE TIGHT TO STEEL COLUMN. SEE PARTITION TYPE "S1D" ON SHEET A0.02. 233 CENTER STUD OF PARTITION WALL ON STEEL COLUMN. 234 ALIGN FINISHED FACE OF INTERIOR PARTITION WALL WITH FINISHED FACE OF WINDOW JAMB. 235 COORDINATE WITH HVAC. INSTALL FURRING PARTITIONS AS CLOSE TO HVAC DUCT AS POSSIBLE 236 FLOOR PENETRATION. COORDINATE WITH HVAC AND STRUCTURAL DRAWINGS. 237 O.R. PASS-THRU. COORDINATE WITH ELEVATIONS 238 FUR VAC 239 PROVIDE ONE LAYER OF 5/8" GWB ON EXISTING WOOD STUDS, FULL HEIGHT, TO DECK. SEE WALL TYPE "S3O" ON SHEET A0.02 FOR TYPICAL INFORMATION. 240 WET TABLE WITH SINK - COORDINATE WITH PLUMBING DRAWINGS 241 JANITOR FLOOR SINK, COORDINATE WITH PLUMBING DRAWINGS 242 STAINLESS STEEL DOUBLE-HUNG PASS THRU WINDOW, SEE ELEVATIONS 244 PATCH HOLE IN EXISTING WALL RESULTING FROM THE REMOVAL OF A DOOR OR WINDOW. PATCH TO MATCH EXISTING CONSTRUCTION. USE SALVAGED MASONRY AS NEEDED. 245 PROVIDE ONE LAYER OF 5/8" GWB ON EXISTING WALL TO A HEIGHT OF 6" ABOVE CEILING. PROVIDE LEAD LINING TO A HEIGHT OF 7'-0" AS SPECIFIED IN PHYSICIST REPORT. 246 SEE EXAM 14 FOR TYPICAL ELEVATIONS AND NOTES. 247 PROVIDE ISO CLIP AND 2 LAYERS OF 5/8" GWB ON EXISTING WOOD STUDS, FULL HEIGHT, TO DECK. SEE WALL TYPE "S3O" ON SHEET A0.02 FOR TYPICAL INFORMATION. 248 WALL MOUNTED, SEMI RECESSED, FIRE EXTINGUISHER IN CABINET - SEE SPECIFICATIONS. 249 EXISTING STRUCTURAL STEEL COLUMN TO REMAIN. 250 THIS ROOM TO HAVE SPECIAL LEAD SHIELDING. COORDINATE WITH PHYSICIST REPORT FOR SPECIFIC SHIELDING REQUIREMENTS AND EXTENT FOR THIS ROOM. 251 30" X 30" ACCESS PANEL, INSTALL BOTTOM 18" ABOVE FINISH FLOOR 252 ROOF CRICKET PROVIDE SLOPE TO DRAINS 253 ROOF DRAIN - SEE PLUMBING DRAWINGS 254 NEW MEMBRANE ROOFING - SEE SPECIFICATIONS 255 PRE-FABRICATED PRE-FINISHED METAL WALL CAP FLASHING 256 PATCH AND REPAIR ALL MEMBRANE ROOFING AT NEW ROOF DRAIN INSTALLATIONS 257 ROOF TOP HVAC UNIT ENCLOSURE - SEE STRUCTURAL DRAWINGS 258 ROOF TOP HVAC UNIT - SEE HVAC DRAWINGS 259 NEW ROOF INFILL - MATCH EXISTING ROOFING 260 48" WIDE X 84" HIGH OPENING IN METAL ENCLOSURE 261 SHEET METAL CONDUCTOR HEAD AND INTEGRAL SCUPPER PER SMACNA SPECIFICATIONS 262 WALL MOUNTED STEEL ROOF LADDER 263 36" X 36" ROOF HATCH 264 INFILL FLOOR AT OLD OPENING WITH LIKE MATERIAL. COORDINATE WITH STRUCTURAL DRAWINGS. 265 NEW 5/8" GWB OVER EXISTING EXTERIOR WALL STUD FRAMING. EXTEND TO UNDERSIDE OF DECK. 266 EXISTING WALLS TO REMAIN. PATCH AND PAINT AS REQUIRED IN FINISH SCHEDULE. 267 PROVIDE LOW E, OPAQUE FILM ON BACK SIDE OF EXISTING STOREFRONT GLASS PANELS. VENT ABOVE CEILING. UP A6.02 A6.01 1 A6.024A6.013 BREAK ROOM 230 KITCHENETTE 231 MOTHERS ROOM 225 IT 226 WELLNESS 229 RR 228T RR 227T CENTRAL SUPPLY 223 ELEVATOR STAIR S200 DENTISTRY 221 SURGERY SUITE 210 XRAY 208 DIRTY PROCEDURE 205DIRTY STERILE PROCESSING 207A FLUOROSCOPY OR 206 OR 1 201 OR 3 203 OPEN TO BELOW OR 2 202 EX STAIR S201 WORK STATIONS 214 CLINCAL MANAGERS 217 OFFICE 216 OFFICE 215 OFFICE 213 OFFICE 212 COMMUNICATIONS 211 RR 220T CAT I-131 ANTE RM 219 CAT I-131 219A MARKETING CLOSET 218 CORRIDORX220CORRIDOR X230 PRIVATE WORK 221A OR 4 204 CORRIDOR X210 1 CORRIDOR X240 CLEAN STERILE PROCESSING 207B TEAM WORK ROOM 210A DOCTORS 210B CONFERENCE ROOM 232 LOCKER ROOM 224 CORRIDOR X250 DENTISTRY WK RM 221B ROOF ROOF ROOF CORRIDOR X230 A6.02 2 A10.02 8 A6.023 A6.012 XA7.10 1 A. SEE SHEET A0.02 FOR WALL TYPES. ALL INTERIOR PARTITION WALLS ARE FULL HEIGHT, TYPE S3J, U.N.O. B. SEE SHEET A0.04 FOR TYPICAL ADA INFORMATION. C. SEE SHEETS A0.50 & A0.51 FOR LIFE SAFETY PLANS INDICATING RATED PARTITION WALL CONSTRUCTION. D. SEE SHEET SERIES A3 FOR CEILING HEIGHTS. E. SEE SHEET SERIES A4 FOR EQUIPMENT LAYOUTS. SEE SPECIFICATION APPENDIX FOR MORE DETAILED EQUIPMENT INFORMATION. F. SEE SHEETS A10.0, A10.01 & A10.02 FOR DOOR & WINDOW SCHEDULES & TYPES. G. SEE SHEET SERIES A8 FOR FLOOR PATTERN PLAN AND FINISH INFORMATION. SEE FINISH PLANS FOR LOCATION OF CORNER GUARDS. H. SEE ALL CONSULTANT AND VENDOR DRAWINGS FOR ADDITIONAL INFORMATION. I. ROOM NUMBERS USED HERE ARE FOR THE PURPOSES OF THIS PROJECT. VERIFY ANY FINAL ROOM NUMBERING SYSTEM WITH THE OWNER PRIOR TO MAKING FINAL MARKS OR SCHEDULES RELATED TO ROOM NUMBERS. J. PATCH AND REPAIR ANY SURFACE OR OTHER ITEM DAMAGED BY OR INVOLVED IN CONSTRUCTION ACTIVITIES TO "AS NEW". REFER TO ENGINEERING DRAWINGS FOR MEP WORK THAT MAY REQUIRE PATCHING BY GENERAL TRADES CONTRACTOR. K. AREAS SHADED ARE EXISTING TO REMAIN. L. ALL NEW BLOCKING TO BE DOCUMENTED PER GENERAL NOTES AND PROJECT MANUAL. M. INFILL EXISTING SECOND FLOOR SLAB AT ALL ABANDONED PENETRATIONS WITH "LIKE" STRUCTURE PER STRUCTURAL DRAWINGS. INCLUDE THE VACATED STAIRWAY, SHAFTS, AND PIPING PENETRATIONS. EXISTING SPACE TO REMAIN. FUTURE SPACE AREA OF WORK PLAN KEY © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 OVERALL SECOND FLOOR NEW WORK PLAN 04 MARCH 2022 A2.20MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION3/32" = 1'-0"A2.20 1 overall second floor plan FLOOR PLAN GENERAL NOTES KEY PLAN A B CDE CODED NOTES - FLOOR PLAN 230 FLIP DOWN EXAM TABLE. PROVIDE BLOCKING IN WALL PER MANUFACTURER'S RECOMMENDATIONS. COORDINATE LOCATION WITH OWNER. SEE DETAIL 4/A8.02. 231 WALLS ARE OF DIFFERENT THICKNESS, ALIGN THIS FACE. 232 GYP BOARD ON METAL FURRING TO BE TIGHT TO STEEL COLUMN. SEE PARTITION TYPE "S1D" ON SHEET A0.02. 233 CENTER STUD OF PARTITION WALL ON STEEL COLUMN. 234 ALIGN FINISHED FACE OF INTERIOR PARTITION WALL WITH FINISHED FACE OF WINDOW JAMB. 235 COORDINATE WITH HVAC. INSTALL FURRING PARTITIONS AS CLOSE TO HVAC DUCT AS POSSIBLE 236 FLOOR PENETRATION. COORDINATE WITH HVAC AND STRUCTURAL DRAWINGS. 237 O.R. PASS-THRU. COORDINATE WITH ELEVATIONS 238 FUR VAC 239 PROVIDE ONE LAYER OF 5/8" GWB ON EXISTING WOOD STUDS, FULL HEIGHT, TO DECK. SEE WALL TYPE "S3O" ON SHEET A0.02 FOR TYPICAL INFORMATION. 240 WET TABLE WITH SINK - COORDINATE WITH PLUMBING DRAWINGS 241 JANITOR FLOOR SINK, COORDINATE WITH PLUMBING DRAWINGS 242 STAINLESS STEEL DOUBLE-HUNG PASS THRU WINDOW, SEE ELEVATIONS 244 PATCH HOLE IN EXISTING WALL RESULTING FROM THE REMOVAL OF A DOOR OR WINDOW. PATCH TO MATCH EXISTING CONSTRUCTION. USE SALVAGED MASONRY AS NEEDED. 245 PROVIDE ONE LAYER OF 5/8" GWB ON EXISTING WALL TO A HEIGHT OF 6" ABOVE CEILING. PROVIDE LEAD LINING TO A HEIGHT OF 7'-0" AS SPECIFIED IN PHYSICIST REPORT. 246 SEE EXAM 14 FOR TYPICAL ELEVATIONS AND NOTES. 247 PROVIDE ISO CLIP AND 2 LAYERS OF 5/8" GWB ON EXISTING WOOD STUDS, FULL HEIGHT, TO DECK. SEE WALL TYPE "S3O" ON SHEET A0.02 FOR TYPICAL INFORMATION. 248 WALL MOUNTED, SEMI RECESSED, FIRE EXTINGUISHER IN CABINET - SEE SPECIFICATIONS. 249 EXISTING STRUCTURAL STEEL COLUMN TO REMAIN. 250 THIS ROOM TO HAVE SPECIAL LEAD SHIELDING. COORDINATE WITH PHYSICIST REPORT FOR SPECIFIC SHIELDING REQUIREMENTS AND EXTENT FOR THIS ROOM. 251 30" X 30" ACCESS PANEL, INSTALL BOTTOM 18" ABOVE FINISH FLOOR 252 ROOF CRICKET PROVIDE SLOPE TO DRAINS 253 ROOF DRAIN - SEE PLUMBING DRAWINGS 254 NEW MEMBRANE ROOFING - SEE SPECIFICATIONS 255 PRE-FABRICATED PRE-FINISHED METAL WALL CAP FLASHING 256 PATCH AND REPAIR ALL MEMBRANE ROOFING AT NEW ROOF DRAIN INSTALLATIONS 257 ROOF TOP HVAC UNIT ENCLOSURE - SEE STRUCTURAL DRAWINGS 258 ROOF TOP HVAC UNIT - SEE HVAC DRAWINGS 259 NEW ROOF INFILL - MATCH EXISTING ROOFING 260 48" WIDE X 84" HIGH OPENING IN METAL ENCLOSURE 261 SHEET METAL CONDUCTOR HEAD AND INTEGRAL SCUPPER PER SMACNA SPECIFICATIONS 262 WALL MOUNTED STEEL ROOF LADDER 263 36" X 36" ROOF HATCH 264 INFILL FLOOR AT OLD OPENING WITH LIKE MATERIAL. COORDINATE WITH STRUCTURAL DRAWINGS. 265 NEW 5/8" GWB OVER EXISTING EXTERIOR WALL STUD FRAMING. EXTEND TO UNDERSIDE OF DECK. 266 EXISTING WALLS TO REMAIN. PATCH AND PAINT AS REQUIRED IN FINISH SCHEDULE. 267 PROVIDE LOW E, OPAQUE FILM ON BACK SIDE OF EXISTING STOREFRONT GLASS PANELS. VENT ABOVE CEILING. UP A. SEE SHEET A0.02 FOR WALL TYPES. ALL INTERIOR PARTITION WALLS ARE FULL HEIGHT, TYPE S3J, U.N.O. B. SEE SHEET A0.04 FOR TYPICAL ADA INFORMATION. C. SEE SHEETS A0.50 & A0.51 FOR LIFE SAFETY PLANS INDICATING RATED PARTITION WALL CONSTRUCTION. D. SEE SHEET SERIES A3 FOR CEILING HEIGHTS. E. SEE SHEET SERIES A4 FOR EQUIPMENT LAYOUTS. SEE SPECIFICATION APPENDIX FOR MORE DETAILED EQUIPMENT INFORMATION. F. SEE SHEETS A10.0, A10.01 & A10.02 FOR DOOR & WINDOW SCHEDULES & TYPES. G. SEE SHEET SERIES A8 FOR FLOOR PATTERN PLAN AND FINISH INFORMATION. SEE FINISH PLANS FOR LOCATION OF CORNER GUARDS. H. SEE ALL CONSULTANT AND VENDOR DRAWINGS FOR ADDITIONAL INFORMATION. I. ROOM NUMBERS USED HERE ARE FOR THE PURPOSES OF THIS PROJECT. VERIFY ANY FINAL ROOM NUMBERING SYSTEM WITH THE OWNER PRIOR TO MAKING FINAL MARKS OR SCHEDULES RELATED TO ROOM NUMBERS. J. PATCH AND REPAIR ANY SURFACE OR OTHER ITEM DAMAGED BY OR INVOLVED IN CONSTRUCTION ACTIVITIES TO "AS NEW". REFER TO ENGINEERING DRAWINGS FOR MEP WORK THAT MAY REQUIRE PATCHING BY GENERAL TRADES CONTRACTOR. K. AREAS SHADED ARE EXISTING TO REMAIN. L. ALL NEW BLOCKING TO BE DOCUMENTED PER GENERAL NOTES AND PROJECT MANUAL. M. INFILL EXISTING SECOND FLOOR SLAB AT ALL ABANDONED PENETRATIONS WITH "LIKE" STRUCTURE PER STRUCTURAL DRAWINGS. INCLUDE THE VACATED STAIRWAY, SHAFTS, AND PIPING PENETRATIONS. x5x8x10 OPEN TO BELOW OR 2 202 OR 3 203 CORRIDOR X210 OR 1 201 FLUOROSCOPY OR 206 EX STAIR S201 CORRIDOR X220 201 203 xA xB xC xD 202 206 x2 A2.20BA2.20B 16' - 4 1/2"17' - 10"10' - 0"15' - 0"23' - 4 1/4"15' - 0" 55' - 5" +/-4' - 8 1/8"HOLD5' - 0"6' - 10 1/2" +/-2' - 0"1' - 0"1' - 8"10"1' - 8"10" 1' - 6"10"10"1' - 8"10"5' - 5"2' - 2" A9.09 1 SIM A9.091 SIMA9.091 SIMA9.093 SIMA9.093 SIM14' - 9 3/4"17' - 0 3/8" +/-10"1' - 8"5' - 0"22' - 6 7/8"10' - 0"+/-16' - 4 7/8" HOLD 5' - 0"15' - 5 3/8"7' - 4" +/-16' - 4 7/8"16' - 6 5/8"8' - 9 1/4"8' - 9 1/4"S3D S3D 235 235 235 235 235 235 235 237 237 237 S3D S3D S3D S3D S3P S3P S3P S3P S3J S3J S3J S3J S3J S3JS3J S3DS3D S3P S3D S3D S3D S3D S3D S3D 4' - 0"2' - 0"107P 249 249 249 249 249 249 249 249 S2 265 266 266 266 266 266 266 266 266 266 266 266 266 266 S3D267 XA7.10 1 EXISTING SPACE TO REMAIN. FUTURE SPACE AREA OF WORK PLAN KEY © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 SECOND FLOOR NEW WORK PLAN - AREA A 04 MARCH 2022 A2.20AMEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONFLOOR PLAN GENERAL NOTES KEY PLAN 1/4" = 1'-0"A2.20A 1 second floor - area A A B CDE CODED NOTES - FLOOR PLAN 230 FLIP DOWN EXAM TABLE. PROVIDE BLOCKING IN WALL PER MANUFACTURER'S RECOMMENDATIONS. COORDINATE LOCATION WITH OWNER. SEE DETAIL 4/A8.02. 231 WALLS ARE OF DIFFERENT THICKNESS, ALIGN THIS FACE. 232 GYP BOARD ON METAL FURRING TO BE TIGHT TO STEEL COLUMN. SEE PARTITION TYPE "S1D" ON SHEET A0.02. 233 CENTER STUD OF PARTITION WALL ON STEEL COLUMN. 234 ALIGN FINISHED FACE OF INTERIOR PARTITION WALL WITH FINISHED FACE OF WINDOW JAMB. 235 COORDINATE WITH HVAC. INSTALL FURRING PARTITIONS AS CLOSE TO HVAC DUCT AS POSSIBLE 236 FLOOR PENETRATION. COORDINATE WITH HVAC AND STRUCTURAL DRAWINGS. 237 O.R. PASS-THRU. COORDINATE WITH ELEVATIONS 238 FUR VAC 239 PROVIDE ONE LAYER OF 5/8" GWB ON EXISTING WOOD STUDS, FULL HEIGHT, TO DECK. SEE WALL TYPE "S3O" ON SHEET A0.02 FOR TYPICAL INFORMATION. 240 WET TABLE WITH SINK - COORDINATE WITH PLUMBING DRAWINGS 241 JANITOR FLOOR SINK, COORDINATE WITH PLUMBING DRAWINGS 242 STAINLESS STEEL DOUBLE-HUNG PASS THRU WINDOW, SEE ELEVATIONS 244 PATCH HOLE IN EXISTING WALL RESULTING FROM THE REMOVAL OF A DOOR OR WINDOW. PATCH TO MATCH EXISTING CONSTRUCTION. USE SALVAGED MASONRY AS NEEDED. 245 PROVIDE ONE LAYER OF 5/8" GWB ON EXISTING WALL TO A HEIGHT OF 6" ABOVE CEILING. PROVIDE LEAD LINING TO A HEIGHT OF 7'-0" AS SPECIFIED IN PHYSICIST REPORT. 246 SEE EXAM 14 FOR TYPICAL ELEVATIONS AND NOTES. 247 PROVIDE ISO CLIP AND 2 LAYERS OF 5/8" GWB ON EXISTING WOOD STUDS, FULL HEIGHT, TO DECK. SEE WALL TYPE "S3O" ON SHEET A0.02 FOR TYPICAL INFORMATION. 248 WALL MOUNTED, SEMI RECESSED, FIRE EXTINGUISHER IN CABINET - SEE SPECIFICATIONS. 249 EXISTING STRUCTURAL STEEL COLUMN TO REMAIN. 250 THIS ROOM TO HAVE SPECIAL LEAD SHIELDING. COORDINATE WITH PHYSICIST REPORT FOR SPECIFIC SHIELDING REQUIREMENTS AND EXTENT FOR THIS ROOM. 251 30" X 30" ACCESS PANEL, INSTALL BOTTOM 18" ABOVE FINISH FLOOR 252 ROOF CRICKET PROVIDE SLOPE TO DRAINS 253 ROOF DRAIN - SEE PLUMBING DRAWINGS 254 NEW MEMBRANE ROOFING - SEE SPECIFICATIONS 255 PRE-FABRICATED PRE-FINISHED METAL WALL CAP FLASHING 256 PATCH AND REPAIR ALL MEMBRANE ROOFING AT NEW ROOF DRAIN INSTALLATIONS 257 ROOF TOP HVAC UNIT ENCLOSURE - SEE STRUCTURAL DRAWINGS 258 ROOF TOP HVAC UNIT - SEE HVAC DRAWINGS 259 NEW ROOF INFILL - MATCH EXISTING ROOFING 260 48" WIDE X 84" HIGH OPENING IN METAL ENCLOSURE 261 SHEET METAL CONDUCTOR HEAD AND INTEGRAL SCUPPER PER SMACNA SPECIFICATIONS 262 WALL MOUNTED STEEL ROOF LADDER 263 36" X 36" ROOF HATCH 264 INFILL FLOOR AT OLD OPENING WITH LIKE MATERIAL. COORDINATE WITH STRUCTURAL DRAWINGS. 265 NEW 5/8" GWB OVER EXISTING EXTERIOR WALL STUD FRAMING. EXTEND TO UNDERSIDE OF DECK. 266 EXISTING WALLS TO REMAIN. PATCH AND PAINT AS REQUIRED IN FINISH SCHEDULE. 267 PROVIDE LOW E, OPAQUE FILM ON BACK SIDE OF EXISTING STOREFRONT GLASS PANELS. VENT ABOVE CEILING. A. SEE SHEET A0.02 FOR WALL TYPES. ALL INTERIOR PARTITION WALLS ARE FULL HEIGHT, TYPE S3J, U.N.O. B. SEE SHEET A0.04 FOR TYPICAL ADA INFORMATION. C. SEE SHEETS A0.50 & A0.51 FOR LIFE SAFETY PLANS INDICATING RATED PARTITION WALL CONSTRUCTION. D. SEE SHEET SERIES A3 FOR CEILING HEIGHTS. E. SEE SHEET SERIES A4 FOR EQUIPMENT LAYOUTS. SEE SPECIFICATION APPENDIX FOR MORE DETAILED EQUIPMENT INFORMATION. F. SEE SHEETS A10.0, A10.01 & A10.02 FOR DOOR & WINDOW SCHEDULES & TYPES. G. SEE SHEET SERIES A8 FOR FLOOR PATTERN PLAN AND FINISH INFORMATION. SEE FINISH PLANS FOR LOCATION OF CORNER GUARDS. H. SEE ALL CONSULTANT AND VENDOR DRAWINGS FOR ADDITIONAL INFORMATION. I. ROOM NUMBERS USED HERE ARE FOR THE PURPOSES OF THIS PROJECT. VERIFY ANY FINAL ROOM NUMBERING SYSTEM WITH THE OWNER PRIOR TO MAKING FINAL MARKS OR SCHEDULES RELATED TO ROOM NUMBERS. J. PATCH AND REPAIR ANY SURFACE OR OTHER ITEM DAMAGED BY OR INVOLVED IN CONSTRUCTION ACTIVITIES TO "AS NEW". REFER TO ENGINEERING DRAWINGS FOR MEP WORK THAT MAY REQUIRE PATCHING BY GENERAL TRADES CONTRACTOR. K. AREAS SHADED ARE EXISTING TO REMAIN. L. ALL NEW BLOCKING TO BE DOCUMENTED PER GENERAL NOTES AND PROJECT MANUAL. M. INFILL EXISTING SECOND FLOOR SLAB AT ALL ABANDONED PENETRATIONS WITH "LIKE" STRUCTURE PER STRUCTURAL DRAWINGS. INCLUDE THE VACATED STAIRWAY, SHAFTS, AND PIPING PENETRATIONS. x10 D 1 A7.02 CORRIDOR X220 DIRTY STERILE PROCESSING 207A CORRIDOR X210 FLUOROSCOPY OR 206 OR 4 204 DIRTY PROCEDURE 205 XRAY 208SURGERY SUITE 210 X210 205 204 210A xD xE xF A9.099 A9.096 7 A9.123A9.0954 A9.10 3 4 A9.09 1 A9.098 A9.102 A9.101 10 A9.093 A9.092 210 210B 208 207B TEAM WORK ROOM 210A DOCTORS 210B CLEAN STERILE PROCESSING 207B 2 A7.04 x2 A2.20AA2.20A A2.20DA2.20D4' - 0"8' - 0"4' - 0"8' - 0"4' - 0"4' - 8"9 1/4"5 3/8"HOLD 5' - 0"10' - 11 3/4"5 3/8"8' - 4 7/8"12' - 4 1/2"HOLD5' - 0"7"13' - 3"5' - 9 1/2"EQEQEQEQ5' - 0"HOLD3' - 0"EQ EQ HOLD 5' - 0"1' - 4"8' - 8"10' - 0 7/8"12' - 6" +\-16' - 4 7/8"14' - 4 7/8"14' - 4 7/8"12' - 5"8' - 9 1/4"5 3/8"5' - 10 7/8"10' - 6"10"1' - 6" 10"1' - 6"10"1' - 6" 1' - 6"10"2' - 10 1/4"1' - 8 1/2"1' - 7"6' - 6"5' - 4 1/8"14' - 4 3/4"HOLD 5' - 0"22' - 6 7/8"10' - 0"16' - 4 7/8" 1' - 0"2' - 0"8' - 9 1/4"1' - 0"53' - 4 1/4"1' - 0 3/4"9' - 8 5/8"13' - 11 3/8"12' - 9 1/4"10' - 2 3/4"1' - 1 3/4"A9.09 1 SIM A9.09 1 SIM Y Z S3P S3P S3P S3P S3D S3D 235 235 235 S3D S3D S3D S3D S3D S3D S3J S3J S3J S3J S3J S3D S3D 235 235 S6J S3G S3J S3J 242 S3J S3J S3JS3J S3P S3P S3P 240 S3H S3J S3J S3J S3J S3J S3J S3J A9.23 9 A9.23 9 S3H 26' - 8 5/8"11' - 4 1/2"206 207A X220 4" BL-C BL-C BL-B BL-F 248 237 S1 S1 S1 264 264 265 265 265 265 265 265 266 266 3' - 7 1/2" EXISTING SPACE TO REMAIN. FUTURE SPACE AREA OF WORK PLAN KEY © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 SECOND FLOOR NEW WORK PLAN - AREA B 04 MARCH 2022 A2.20BMEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONFLOOR PLAN GENERAL NOTES KEY PLAN 1/4" = 1'-0"A2.20B 1 second floor - area B A B CDE CODED NOTES - FLOOR PLAN 230 FLIP DOWN EXAM TABLE. PROVIDE BLOCKING IN WALL PER MANUFACTURER'S RECOMMENDATIONS. COORDINATE LOCATION WITH OWNER. SEE DETAIL 4/A8.02. 231 WALLS ARE OF DIFFERENT THICKNESS, ALIGN THIS FACE. 232 GYP BOARD ON METAL FURRING TO BE TIGHT TO STEEL COLUMN. SEE PARTITION TYPE "S1D" ON SHEET A0.02. 233 CENTER STUD OF PARTITION WALL ON STEEL COLUMN. 234 ALIGN FINISHED FACE OF INTERIOR PARTITION WALL WITH FINISHED FACE OF WINDOW JAMB. 235 COORDINATE WITH HVAC. INSTALL FURRING PARTITIONS AS CLOSE TO HVAC DUCT AS POSSIBLE 236 FLOOR PENETRATION. COORDINATE WITH HVAC AND STRUCTURAL DRAWINGS. 237 O.R. PASS-THRU. COORDINATE WITH ELEVATIONS 238 FUR VAC 239 PROVIDE ONE LAYER OF 5/8" GWB ON EXISTING WOOD STUDS, FULL HEIGHT, TO DECK. SEE WALL TYPE "S3O" ON SHEET A0.02 FOR TYPICAL INFORMATION. 240 WET TABLE WITH SINK - COORDINATE WITH PLUMBING DRAWINGS 241 JANITOR FLOOR SINK, COORDINATE WITH PLUMBING DRAWINGS 242 STAINLESS STEEL DOUBLE-HUNG PASS THRU WINDOW, SEE ELEVATIONS 244 PATCH HOLE IN EXISTING WALL RESULTING FROM THE REMOVAL OF A DOOR OR WINDOW. PATCH TO MATCH EXISTING CONSTRUCTION. USE SALVAGED MASONRY AS NEEDED. 245 PROVIDE ONE LAYER OF 5/8" GWB ON EXISTING WALL TO A HEIGHT OF 6" ABOVE CEILING. PROVIDE LEAD LINING TO A HEIGHT OF 7'-0" AS SPECIFIED IN PHYSICIST REPORT. 246 SEE EXAM 14 FOR TYPICAL ELEVATIONS AND NOTES. 247 PROVIDE ISO CLIP AND 2 LAYERS OF 5/8" GWB ON EXISTING WOOD STUDS, FULL HEIGHT, TO DECK. SEE WALL TYPE "S3O" ON SHEET A0.02 FOR TYPICAL INFORMATION. 248 WALL MOUNTED, SEMI RECESSED, FIRE EXTINGUISHER IN CABINET - SEE SPECIFICATIONS. 249 EXISTING STRUCTURAL STEEL COLUMN TO REMAIN. 250 THIS ROOM TO HAVE SPECIAL LEAD SHIELDING. COORDINATE WITH PHYSICIST REPORT FOR SPECIFIC SHIELDING REQUIREMENTS AND EXTENT FOR THIS ROOM. 251 30" X 30" ACCESS PANEL, INSTALL BOTTOM 18" ABOVE FINISH FLOOR 252 ROOF CRICKET PROVIDE SLOPE TO DRAINS 253 ROOF DRAIN - SEE PLUMBING DRAWINGS 254 NEW MEMBRANE ROOFING - SEE SPECIFICATIONS 255 PRE-FABRICATED PRE-FINISHED METAL WALL CAP FLASHING 256 PATCH AND REPAIR ALL MEMBRANE ROOFING AT NEW ROOF DRAIN INSTALLATIONS 257 ROOF TOP HVAC UNIT ENCLOSURE - SEE STRUCTURAL DRAWINGS 258 ROOF TOP HVAC UNIT - SEE HVAC DRAWINGS 259 NEW ROOF INFILL - MATCH EXISTING ROOFING 260 48" WIDE X 84" HIGH OPENING IN METAL ENCLOSURE 261 SHEET METAL CONDUCTOR HEAD AND INTEGRAL SCUPPER PER SMACNA SPECIFICATIONS 262 WALL MOUNTED STEEL ROOF LADDER 263 36" X 36" ROOF HATCH 264 INFILL FLOOR AT OLD OPENING WITH LIKE MATERIAL. COORDINATE WITH STRUCTURAL DRAWINGS. 265 NEW 5/8" GWB OVER EXISTING EXTERIOR WALL STUD FRAMING. EXTEND TO UNDERSIDE OF DECK. 266 EXISTING WALLS TO REMAIN. PATCH AND PAINT AS REQUIRED IN FINISH SCHEDULE. 267 PROVIDE LOW E, OPAQUE FILM ON BACK SIDE OF EXISTING STOREFRONT GLASS PANELS. VENT ABOVE CEILING. 876 D A C B A9.11 9 CAT I-131 219A CLINCAL MANAGERS 217 OFFICE 216 OFFICE 215 WORK STATIONS 214 OFFICE 213 OFFICE 212 COMMUNICATIONS 211 CORRIDOR X230 RR 220T CAT I-131 ANTE RM 219 MARKETING CLOSET 218 219 220T 217 216 212 213 215 211 A9.111 A9.112 A9.10 8 7 A9.1065 1 A7.01 2 A7.01 3 A7.01 219A 218A2.20DA2.20D30' - 0"30' - 8" 15' - 4"4' - 0"15' - 4"4' - 0"8' - 0"4' - 0"8' - 0"4' - 0"2' - 10 5/8" 1' - 8"1' - 2 5/8"14' - 4"1' - 0"3' - 8" 4' - 0"8' - 0"4' - 0"8' - 0"4' - 0"8' - 0"4' - 0"23' - 6 5/8" 3' - 8"4' - 4"2' - 4"1' - 2 5/8"32' - 8 1/4"10' - 10"13' - 3"6' - 2"2' - 10 5/8"4' - 0"7' - 4"4' - 0"9' - 4"3' - 4"1' - 9 5/8"1' - 2 5/8"1' - 8"7' - 1"2' - 3"2' - 2"2' - 2 3/4"10' - 7 3/4"19' - 11"10' - 9 3/4"10' - 4 7/8"9' - 6" 7 3/8"5 1/8"6' - 2 3/8"12' - 9 1/4"3' - 5 3/4"6' - 7 3/8"2' - 1"4 1/2"4 7/8"2' - 1"9 1/4"12' - 11 7/8"5' - 2"12' - 11 7/8"9 1/4"5 3/8"5 3/8"2' - 2 1/2"5' - 2 1/4"4' - 9 3/4"9"7' - 8 7/8"8' - 1 3/4"5' - 0"11' - 4 7/8"6 5/8"6 1/8"10' - 3"10' - 4 7/8"8' - 10 3/8"7 5/8"6"5 3/8"5' - 9"8' - 1 3/4"3' - 9 3/4"3' - 4 1/2"2' - 1 3/8" S1D S3D S3D S3D S3D S1D S1D S3J S3J S3J S3J S3D 232 S3JS3J S3J S3D S3P S3D S3D S3D 236 236 S3J S3D S3J S3J S3P S3P S3P S3P S3P S3P S3N S3J S3J S3J S3N S3N S3D S3N 232 S3N 249250 A5.01 12 Sim 230 S3K 248 S1 S1 S1 S1 S6 S5 S5 S5S5S5S5 S3JS3J A. SEE SHEET A0.02 FOR WALL TYPES. ALL INTERIOR PARTITION WALLS ARE FULL HEIGHT, TYPE S3J, U.N.O. B. SEE SHEET A0.04 FOR TYPICAL ADA INFORMATION. C. SEE SHEETS A0.50 & A0.51 FOR LIFE SAFETY PLANS INDICATING RATED PARTITION WALL CONSTRUCTION. D. SEE SHEET SERIES A3 FOR CEILING HEIGHTS. E. SEE SHEET SERIES A4 FOR EQUIPMENT LAYOUTS. SEE SPECIFICATION APPENDIX FOR MORE DETAILED EQUIPMENT INFORMATION. F. SEE SHEETS A10.0, A10.01 & A10.02 FOR DOOR & WINDOW SCHEDULES & TYPES. G. SEE SHEET SERIES A8 FOR FLOOR PATTERN PLAN AND FINISH INFORMATION. SEE FINISH PLANS FOR LOCATION OF CORNER GUARDS. H. SEE ALL CONSULTANT AND VENDOR DRAWINGS FOR ADDITIONAL INFORMATION. I. ROOM NUMBERS USED HERE ARE FOR THE PURPOSES OF THIS PROJECT. VERIFY ANY FINAL ROOM NUMBERING SYSTEM WITH THE OWNER PRIOR TO MAKING FINAL MARKS OR SCHEDULES RELATED TO ROOM NUMBERS. J. PATCH AND REPAIR ANY SURFACE OR OTHER ITEM DAMAGED BY OR INVOLVED IN CONSTRUCTION ACTIVITIES TO "AS NEW". REFER TO ENGINEERING DRAWINGS FOR MEP WORK THAT MAY REQUIRE PATCHING BY GENERAL TRADES CONTRACTOR. K. AREAS SHADED ARE EXISTING TO REMAIN. L. ALL NEW BLOCKING TO BE DOCUMENTED PER GENERAL NOTES AND PROJECT MANUAL. M. INFILL EXISTING SECOND FLOOR SLAB AT ALL ABANDONED PENETRATIONS WITH "LIKE" STRUCTURE PER STRUCTURAL DRAWINGS. INCLUDE THE VACATED STAIRWAY, SHAFTS, AND PIPING PENETRATIONS. EXISTING SPACE TO REMAIN. FUTURE SPACE AREA OF WORK PLAN KEY © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 SECOND FLOOR NEW WORK PLAN - AREA C 04 MARCH 2022 A2.20CMEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION1/4" = 1'-0"A2.20C 1 partial second floor - area C FLOOR PLAN GENERAL NOTES KEY PLAN A B CDE CODED NOTES - FLOOR PLAN 230 FLIP DOWN EXAM TABLE. PROVIDE BLOCKING IN WALL PER MANUFACTURER'S RECOMMENDATIONS. COORDINATE LOCATION WITH OWNER. SEE DETAIL 4/A8.02. 231 WALLS ARE OF DIFFERENT THICKNESS, ALIGN THIS FACE. 232 GYP BOARD ON METAL FURRING TO BE TIGHT TO STEEL COLUMN. SEE PARTITION TYPE "S1D" ON SHEET A0.02. 233 CENTER STUD OF PARTITION WALL ON STEEL COLUMN. 234 ALIGN FINISHED FACE OF INTERIOR PARTITION WALL WITH FINISHED FACE OF WINDOW JAMB. 235 COORDINATE WITH HVAC. INSTALL FURRING PARTITIONS AS CLOSE TO HVAC DUCT AS POSSIBLE 236 FLOOR PENETRATION. COORDINATE WITH HVAC AND STRUCTURAL DRAWINGS. 237 O.R. PASS-THRU. COORDINATE WITH ELEVATIONS 238 FUR VAC 239 PROVIDE ONE LAYER OF 5/8" GWB ON EXISTING WOOD STUDS, FULL HEIGHT, TO DECK. SEE WALL TYPE "S3O" ON SHEET A0.02 FOR TYPICAL INFORMATION. 240 WET TABLE WITH SINK - COORDINATE WITH PLUMBING DRAWINGS 241 JANITOR FLOOR SINK, COORDINATE WITH PLUMBING DRAWINGS 242 STAINLESS STEEL DOUBLE-HUNG PASS THRU WINDOW, SEE ELEVATIONS 244 PATCH HOLE IN EXISTING WALL RESULTING FROM THE REMOVAL OF A DOOR OR WINDOW. PATCH TO MATCH EXISTING CONSTRUCTION. USE SALVAGED MASONRY AS NEEDED. 245 PROVIDE ONE LAYER OF 5/8" GWB ON EXISTING WALL TO A HEIGHT OF 6" ABOVE CEILING. PROVIDE LEAD LINING TO A HEIGHT OF 7'-0" AS SPECIFIED IN PHYSICIST REPORT. 246 SEE EXAM 14 FOR TYPICAL ELEVATIONS AND NOTES. 247 PROVIDE ISO CLIP AND 2 LAYERS OF 5/8" GWB ON EXISTING WOOD STUDS, FULL HEIGHT, TO DECK. SEE WALL TYPE "S3O" ON SHEET A0.02 FOR TYPICAL INFORMATION. 248 WALL MOUNTED, SEMI RECESSED, FIRE EXTINGUISHER IN CABINET - SEE SPECIFICATIONS. 249 EXISTING STRUCTURAL STEEL COLUMN TO REMAIN. 250 THIS ROOM TO HAVE SPECIAL LEAD SHIELDING. COORDINATE WITH PHYSICIST REPORT FOR SPECIFIC SHIELDING REQUIREMENTS AND EXTENT FOR THIS ROOM. 251 30" X 30" ACCESS PANEL, INSTALL BOTTOM 18" ABOVE FINISH FLOOR 252 ROOF CRICKET PROVIDE SLOPE TO DRAINS 253 ROOF DRAIN - SEE PLUMBING DRAWINGS 254 NEW MEMBRANE ROOFING - SEE SPECIFICATIONS 255 PRE-FABRICATED PRE-FINISHED METAL WALL CAP FLASHING 256 PATCH AND REPAIR ALL MEMBRANE ROOFING AT NEW ROOF DRAIN INSTALLATIONS 257 ROOF TOP HVAC UNIT ENCLOSURE - SEE STRUCTURAL DRAWINGS 258 ROOF TOP HVAC UNIT - SEE HVAC DRAWINGS 259 NEW ROOF INFILL - MATCH EXISTING ROOFING 260 48" WIDE X 84" HIGH OPENING IN METAL ENCLOSURE 261 SHEET METAL CONDUCTOR HEAD AND INTEGRAL SCUPPER PER SMACNA SPECIFICATIONS 262 WALL MOUNTED STEEL ROOF LADDER 263 36" X 36" ROOF HATCH 264 INFILL FLOOR AT OLD OPENING WITH LIKE MATERIAL. COORDINATE WITH STRUCTURAL DRAWINGS. 265 NEW 5/8" GWB OVER EXISTING EXTERIOR WALL STUD FRAMING. EXTEND TO UNDERSIDE OF DECK. 266 EXISTING WALLS TO REMAIN. PATCH AND PAINT AS REQUIRED IN FINISH SCHEDULE. 267 PROVIDE LOW E, OPAQUE FILM ON BACK SIDE OF EXISTING STOREFRONT GLASS PANELS. VENT ABOVE CEILING. A. SEE SHEET A0.02 FOR WALL TYPES. ALL INTERIOR PARTITION WALLS ARE FULL HEIGHT, TYPE S3J, U.N.O. B. SEE SHEET A0.04 FOR TYPICAL ADA INFORMATION. C. SEE SHEETS A0.50 & A0.51 FOR LIFE SAFETY PLANS INDICATING RATED PARTITION WALL CONSTRUCTION. D. SEE SHEET SERIES A3 FOR CEILING HEIGHTS. E. SEE SHEET SERIES A4 FOR EQUIPMENT LAYOUTS. SEE SPECIFICATION APPENDIX FOR MORE DETAILED EQUIPMENT INFORMATION. F. SEE SHEETS A10.0, A10.01 & A10.02 FOR DOOR & WINDOW SCHEDULES & TYPES. G. SEE SHEET SERIES A8 FOR FLOOR PATTERN PLAN AND FINISH INFORMATION. SEE FINISH PLANS FOR LOCATION OF CORNER GUARDS. H. SEE ALL CONSULTANT AND VENDOR DRAWINGS FOR ADDITIONAL INFORMATION. I. ROOM NUMBERS USED HERE ARE FOR THE PURPOSES OF THIS PROJECT. VERIFY ANY FINAL ROOM NUMBERING SYSTEM WITH THE OWNER PRIOR TO MAKING FINAL MARKS OR SCHEDULES RELATED TO ROOM NUMBERS. J. PATCH AND REPAIR ANY SURFACE OR OTHER ITEM DAMAGED BY OR INVOLVED IN CONSTRUCTION ACTIVITIES TO "AS NEW". REFER TO ENGINEERING DRAWINGS FOR MEP WORK THAT MAY REQUIRE PATCHING BY GENERAL TRADES CONTRACTOR. K. AREAS SHADED ARE EXISTING TO REMAIN. L. ALL NEW BLOCKING TO BE DOCUMENTED PER GENERAL NOTES AND PROJECT MANUAL. M. INFILL EXISTING SECOND FLOOR SLAB AT ALL ABANDONED PENETRATIONS WITH "LIKE" STRUCTURE PER STRUCTURAL DRAWINGS. INCLUDE THE VACATED STAIRWAY, SHAFTS, AND PIPING PENETRATIONS. EXISTING SPACE TO REMAIN. FUTURE SPACE AREA OF WORK PLAN KEY x12 654 D A C B x5.5 3 A7.03 CENTRAL SUPPLY 223 STAIR S200 PRIVATE WORK 221A DENTISTRY 221 238 210A 221 28 xFA9.115 A9.11 6 A9.10 3 7 A9.11 3 A9.114 CHASE 00 ELEVATOR 000 4 A7.03 X240B X240A CORRIDOR X240 221A 2 A7.04 A2.20CA2.20CA2.20EA2.20EA2.20BA2.20BDENTISTRY WK RM 221B 8' - 0"4' - 0"3' - 9"3' - 3" 4' - 0"8' - 0"4' - 0"6' - 0" 4"5' - 8" 14' - 0"4' - 0"8' - 0"4' - 0" 1' - 8"3' - 4"15' - 8" 20' - 8"2' - 5 3/8"9 1/4"5 3/8"21' - 4 3/4"2' - 8 1/4"1' - 3 3/8"5' - 4"3' - 8"10' - 4" 30' - 0"30' - 0"1' - 2 5/8"10' - 10"13' - 3"6' - 2"1' - 1 3/4"7/8"32' - 8 1/4"7' - 0"6' - 9"8' - 6"2' - 9"5' - 0"1' - 4"10' - 0 3/4"7' - 11"5' - 9"16' - 7 7/8"6' - 7 3/4" 7 1/4" 7' - 0 3/4"4"5' - 8 1/2"21' - 5 3/8" A7.05 2 Sim 3' - 11 3/4"HOLD3' - 0"3' - 7"5"5' - 9"5 3/8"2' - 1 3/4"4"5' - 8 1/2"5' - 6 1/8"3' - 11" HOLD 3' - 0"4' - 6 1/4"4' - 6"8' - 4 5/8"1' - 11" HOLD 5' - 0"10' - 11 3/4" 10' - 11 3/4"4' - 8"1' - 7"223 222 J.C. 222 241 S3HS3H 1' - 6" S3D S3D S3G S3G S3P S3N S3N S3P S3N S3N S3L S3H S3L S3L S3G S3G S3G 2' - 9 1/2" S3J S3H S3H S3J 232 234 231 231 232 230 236 A7.06 2 DN BL-C BL-C 3" 248 S1M S1M S1M S1D S1D S1M S3H S5S9 S1D S5S5 S1 M8Q M8Q M8Q M8Q M8Q M8Q M8Q S3J M8Q M8Q S3G 238 © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 SECOND FLOOR NEW WORK PLAN - AREA D 04 MARCH 2022 A2.20DMEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONFLOOR PLAN GENERAL NOTES KEY PLAN A B CDE 1/4" = 1'-0"A2.20D 1 second floor - area D CODED NOTES - FLOOR PLAN 230 FLIP DOWN EXAM TABLE. PROVIDE BLOCKING IN WALL PER MANUFACTURER'S RECOMMENDATIONS. COORDINATE LOCATION WITH OWNER. SEE DETAIL 4/A8.02. 231 WALLS ARE OF DIFFERENT THICKNESS, ALIGN THIS FACE. 232 GYP BOARD ON METAL FURRING TO BE TIGHT TO STEEL COLUMN. SEE PARTITION TYPE "S1D" ON SHEET A0.02. 233 CENTER STUD OF PARTITION WALL ON STEEL COLUMN. 234 ALIGN FINISHED FACE OF INTERIOR PARTITION WALL WITH FINISHED FACE OF WINDOW JAMB. 235 COORDINATE WITH HVAC. INSTALL FURRING PARTITIONS AS CLOSE TO HVAC DUCT AS POSSIBLE 236 FLOOR PENETRATION. COORDINATE WITH HVAC AND STRUCTURAL DRAWINGS. 237 O.R. PASS-THRU. COORDINATE WITH ELEVATIONS 238 FUR VAC 239 PROVIDE ONE LAYER OF 5/8" GWB ON EXISTING WOOD STUDS, FULL HEIGHT, TO DECK. SEE WALL TYPE "S3O" ON SHEET A0.02 FOR TYPICAL INFORMATION. 240 WET TABLE WITH SINK - COORDINATE WITH PLUMBING DRAWINGS 241 JANITOR FLOOR SINK, COORDINATE WITH PLUMBING DRAWINGS 242 STAINLESS STEEL DOUBLE-HUNG PASS THRU WINDOW, SEE ELEVATIONS 244 PATCH HOLE IN EXISTING WALL RESULTING FROM THE REMOVAL OF A DOOR OR WINDOW. PATCH TO MATCH EXISTING CONSTRUCTION. USE SALVAGED MASONRY AS NEEDED. 245 PROVIDE ONE LAYER OF 5/8" GWB ON EXISTING WALL TO A HEIGHT OF 6" ABOVE CEILING. PROVIDE LEAD LINING TO A HEIGHT OF 7'-0" AS SPECIFIED IN PHYSICIST REPORT. 246 SEE EXAM 14 FOR TYPICAL ELEVATIONS AND NOTES. 247 PROVIDE ISO CLIP AND 2 LAYERS OF 5/8" GWB ON EXISTING WOOD STUDS, FULL HEIGHT, TO DECK. SEE WALL TYPE "S3O" ON SHEET A0.02 FOR TYPICAL INFORMATION. 248 WALL MOUNTED, SEMI RECESSED, FIRE EXTINGUISHER IN CABINET - SEE SPECIFICATIONS. 249 EXISTING STRUCTURAL STEEL COLUMN TO REMAIN. 250 THIS ROOM TO HAVE SPECIAL LEAD SHIELDING. COORDINATE WITH PHYSICIST REPORT FOR SPECIFIC SHIELDING REQUIREMENTS AND EXTENT FOR THIS ROOM. 251 30" X 30" ACCESS PANEL, INSTALL BOTTOM 18" ABOVE FINISH FLOOR 252 ROOF CRICKET PROVIDE SLOPE TO DRAINS 253 ROOF DRAIN - SEE PLUMBING DRAWINGS 254 NEW MEMBRANE ROOFING - SEE SPECIFICATIONS 255 PRE-FABRICATED PRE-FINISHED METAL WALL CAP FLASHING 256 PATCH AND REPAIR ALL MEMBRANE ROOFING AT NEW ROOF DRAIN INSTALLATIONS 257 ROOF TOP HVAC UNIT ENCLOSURE - SEE STRUCTURAL DRAWINGS 258 ROOF TOP HVAC UNIT - SEE HVAC DRAWINGS 259 NEW ROOF INFILL - MATCH EXISTING ROOFING 260 48" WIDE X 84" HIGH OPENING IN METAL ENCLOSURE 261 SHEET METAL CONDUCTOR HEAD AND INTEGRAL SCUPPER PER SMACNA SPECIFICATIONS 262 WALL MOUNTED STEEL ROOF LADDER 263 36" X 36" ROOF HATCH 264 INFILL FLOOR AT OLD OPENING WITH LIKE MATERIAL. COORDINATE WITH STRUCTURAL DRAWINGS. 265 NEW 5/8" GWB OVER EXISTING EXTERIOR WALL STUD FRAMING. EXTEND TO UNDERSIDE OF DECK. 266 EXISTING WALLS TO REMAIN. PATCH AND PAINT AS REQUIRED IN FINISH SCHEDULE. 267 PROVIDE LOW E, OPAQUE FILM ON BACK SIDE OF EXISTING STOREFRONT GLASS PANELS. VENT ABOVE CEILING. 3 2 21 2.2 D A C B BREAK ROOM 230 KITCHENETTE 231 MOTHERS ROOM 225 IT 226 WELLNESS 229 RR 228T RR 227T 232 225 226 227T 228T 229T 1 A7.03 A9.11 8 A9.12 2 A9.12 1 5 A7.01 2 A7.03 1 A7.04 231 CORRIDOR X250 A2.20DA2.20D1 3/4" 6 1/2" 9' - 11 1/2"5' - 6"14' - 0 3/4"7 1/4"4' - 6 1/2"5' - 2"10' - 2"10' - 1 1/2"5 3/8"4' - 9"8' - 1 3/4"4' - 6 7/8"5' - 6 5/8"5 3/8"9 1/4"6' - 10 7/8"2' - 1 1/4"8"5' - 4"7 3/8"9"1' - 3"5' - 6 5/8"4' - 0"15' - 4"4' - 0"8' - 0"4' - 0"15' - 4"4' - 0"15' - 4" 30' - 8"30' - 0" 3' - 0"5' - 0"1' - 8"1' - 2 5/8"4' - 4"1' - 9 5/8"3' - 4"6' - 8"4' - 0"8' - 0"4' - 0"4' - 10 5/8"1' - 2 5/8"3' - 8"10' - 10"13' - 3"6' - 2"1' - 2 5/8"4' - 5"2' - 3"12' - 10 5/8"4' - 0"8' - 0"4' - 0"28' - 0"4' - 0"8' - 0"4' - 0" 1' - 0"7' - 0"3' - 0"1' - 2 5/8"11' - 8"1' - 2 5/8"7"9"2' - 8"3' - 11 5/8"14' - 8"9' - 8 1/2"7' - 5"1' - 0"7' - 5 1/2"2' - 2 1/2"7' - 8 3/4"5' - 4"5 3/8"5 3/8"1' - 0"1' - 8" 5 1/8"32' - 8 1/4"1' - 8 1/4"13' - 1 3/8"11' - 7 1/2"LOCKER ROOM 224 CONFERENCE ROOM 232 230 3' - 4" S3J S3J S3J S3D S3D S3J S3K S3K S3J S3G S3G S3G S3J S3J S3J S3J 232 236 234 S3D S3D S1D 236 236 S3D S3D S3J 232 232 S3G S3D 232 4' - 2 3/16" X240B S3J S3J S3D S3D S3D S3D S3K A5.01 13 Sim S3D 248 S5S5S5S5 S5 S5 S6 S2 S2 S1 S1 248 232 232 A. SEE SHEET A0.02 FOR WALL TYPES. ALL INTERIOR PARTITION WALLS ARE FULL HEIGHT, TYPE S3J, U.N.O. B. SEE SHEET A0.04 FOR TYPICAL ADA INFORMATION. C. SEE SHEETS A0.50 & A0.51 FOR LIFE SAFETY PLANS INDICATING RATED PARTITION WALL CONSTRUCTION. D. SEE SHEET SERIES A3 FOR CEILING HEIGHTS. E. SEE SHEET SERIES A4 FOR EQUIPMENT LAYOUTS. SEE SPECIFICATION APPENDIX FOR MORE DETAILED EQUIPMENT INFORMATION. F. SEE SHEETS A10.0, A10.01 & A10.02 FOR DOOR & WINDOW SCHEDULES & TYPES. G. SEE SHEET SERIES A8 FOR FLOOR PATTERN PLAN AND FINISH INFORMATION. SEE FINISH PLANS FOR LOCATION OF CORNER GUARDS. H. SEE ALL CONSULTANT AND VENDOR DRAWINGS FOR ADDITIONAL INFORMATION. I. ROOM NUMBERS USED HERE ARE FOR THE PURPOSES OF THIS PROJECT. VERIFY ANY FINAL ROOM NUMBERING SYSTEM WITH THE OWNER PRIOR TO MAKING FINAL MARKS OR SCHEDULES RELATED TO ROOM NUMBERS. J. PATCH AND REPAIR ANY SURFACE OR OTHER ITEM DAMAGED BY OR INVOLVED IN CONSTRUCTION ACTIVITIES TO "AS NEW". REFER TO ENGINEERING DRAWINGS FOR MEP WORK THAT MAY REQUIRE PATCHING BY GENERAL TRADES CONTRACTOR. K. AREAS SHADED ARE EXISTING TO REMAIN. L. ALL NEW BLOCKING TO BE DOCUMENTED PER GENERAL NOTES AND PROJECT MANUAL. M. INFILL EXISTING SECOND FLOOR SLAB AT ALL ABANDONED PENETRATIONS WITH "LIKE" STRUCTURE PER STRUCTURAL DRAWINGS. INCLUDE THE VACATED STAIRWAY, SHAFTS, AND PIPING PENETRATIONS. EXISTING SPACE TO REMAIN. FUTURE SPACE AREA OF WORK PLAN KEY © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 SECOND FLOOR NEW WORK PLAN - AREA E 04 MARCH 2022 A2.20EMEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION1/4" = 1'-0"A2.20E 1 second floor - area E FLOOR PLAN GENERAL NOTES KEY PLAN A B CDE CODED NOTES - FLOOR PLAN 230 FLIP DOWN EXAM TABLE. PROVIDE BLOCKING IN WALL PER MANUFACTURER'S RECOMMENDATIONS. COORDINATE LOCATION WITH OWNER. SEE DETAIL 4/A8.02. 231 WALLS ARE OF DIFFERENT THICKNESS, ALIGN THIS FACE. 232 GYP BOARD ON METAL FURRING TO BE TIGHT TO STEEL COLUMN. SEE PARTITION TYPE "S1D" ON SHEET A0.02. 233 CENTER STUD OF PARTITION WALL ON STEEL COLUMN. 234 ALIGN FINISHED FACE OF INTERIOR PARTITION WALL WITH FINISHED FACE OF WINDOW JAMB. 235 COORDINATE WITH HVAC. INSTALL FURRING PARTITIONS AS CLOSE TO HVAC DUCT AS POSSIBLE 236 FLOOR PENETRATION. COORDINATE WITH HVAC AND STRUCTURAL DRAWINGS. 237 O.R. PASS-THRU. COORDINATE WITH ELEVATIONS 238 FUR VAC 239 PROVIDE ONE LAYER OF 5/8" GWB ON EXISTING WOOD STUDS, FULL HEIGHT, TO DECK. SEE WALL TYPE "S3O" ON SHEET A0.02 FOR TYPICAL INFORMATION. 240 WET TABLE WITH SINK - COORDINATE WITH PLUMBING DRAWINGS 241 JANITOR FLOOR SINK, COORDINATE WITH PLUMBING DRAWINGS 242 STAINLESS STEEL DOUBLE-HUNG PASS THRU WINDOW, SEE ELEVATIONS 244 PATCH HOLE IN EXISTING WALL RESULTING FROM THE REMOVAL OF A DOOR OR WINDOW. PATCH TO MATCH EXISTING CONSTRUCTION. USE SALVAGED MASONRY AS NEEDED. 245 PROVIDE ONE LAYER OF 5/8" GWB ON EXISTING WALL TO A HEIGHT OF 6" ABOVE CEILING. PROVIDE LEAD LINING TO A HEIGHT OF 7'-0" AS SPECIFIED IN PHYSICIST REPORT. 246 SEE EXAM 14 FOR TYPICAL ELEVATIONS AND NOTES. 247 PROVIDE ISO CLIP AND 2 LAYERS OF 5/8" GWB ON EXISTING WOOD STUDS, FULL HEIGHT, TO DECK. SEE WALL TYPE "S3O" ON SHEET A0.02 FOR TYPICAL INFORMATION. 248 WALL MOUNTED, SEMI RECESSED, FIRE EXTINGUISHER IN CABINET - SEE SPECIFICATIONS. 249 EXISTING STRUCTURAL STEEL COLUMN TO REMAIN. 250 THIS ROOM TO HAVE SPECIAL LEAD SHIELDING. COORDINATE WITH PHYSICIST REPORT FOR SPECIFIC SHIELDING REQUIREMENTS AND EXTENT FOR THIS ROOM. 251 30" X 30" ACCESS PANEL, INSTALL BOTTOM 18" ABOVE FINISH FLOOR 252 ROOF CRICKET PROVIDE SLOPE TO DRAINS 253 ROOF DRAIN - SEE PLUMBING DRAWINGS 254 NEW MEMBRANE ROOFING - SEE SPECIFICATIONS 255 PRE-FABRICATED PRE-FINISHED METAL WALL CAP FLASHING 256 PATCH AND REPAIR ALL MEMBRANE ROOFING AT NEW ROOF DRAIN INSTALLATIONS 257 ROOF TOP HVAC UNIT ENCLOSURE - SEE STRUCTURAL DRAWINGS 258 ROOF TOP HVAC UNIT - SEE HVAC DRAWINGS 259 NEW ROOF INFILL - MATCH EXISTING ROOFING 260 48" WIDE X 84" HIGH OPENING IN METAL ENCLOSURE 261 SHEET METAL CONDUCTOR HEAD AND INTEGRAL SCUPPER PER SMACNA SPECIFICATIONS 262 WALL MOUNTED STEEL ROOF LADDER 263 36" X 36" ROOF HATCH 264 INFILL FLOOR AT OLD OPENING WITH LIKE MATERIAL. COORDINATE WITH STRUCTURAL DRAWINGS. 265 NEW 5/8" GWB OVER EXISTING EXTERIOR WALL STUD FRAMING. EXTEND TO UNDERSIDE OF DECK. 266 EXISTING WALLS TO REMAIN. PATCH AND PAINT AS REQUIRED IN FINISH SCHEDULE. 267 PROVIDE LOW E, OPAQUE FILM ON BACK SIDE OF EXISTING STOREFRONT GLASS PANELS. VENT ABOVE CEILING. EXISTING SPACE TO REMAIN. FUTURE SPACE AREA OF WORK PLAN KEY x1x5x6x6.5x7x8x10 87654321 2.2 D F A C B x11 x5.5 E 1 A7.02 xA xB xC xD xE xF 5 A7.01 1 A7.04 x2 Y Z 255 253254 252 252 256 253 252 256 253 SLOPE: 1/4" / FT SLOPE: 1/4" / FTSLOPE: 1/4" / FT© 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 FIRST FLOOR ROOF PLAN 04 MARCH 2022 A2.30MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONKEY PLAN A BCD 1/8" = 1'-0"1 lower roof plan CODED NOTES - FLOOR PLAN 230 FLIP DOWN EXAM TABLE. PROVIDE BLOCKING IN WALL PER MANUFACTURER'S RECOMMENDATIONS. COORDINATE LOCATION WITH OWNER. SEE DETAIL 4/A8.02. 231 WALLS ARE OF DIFFERENT THICKNESS, ALIGN THIS FACE. 232 GYP BOARD ON METAL FURRING TO BE TIGHT TO STEEL COLUMN. SEE PARTITION TYPE "S1D" ON SHEET A0.02. 233 CENTER STUD OF PARTITION WALL ON STEEL COLUMN. 234 ALIGN FINISHED FACE OF INTERIOR PARTITION WALL WITH FINISHED FACE OF WINDOW JAMB. 235 COORDINATE WITH HVAC. INSTALL FURRING PARTITIONS AS CLOSE TO HVAC DUCT AS POSSIBLE 236 FLOOR PENETRATION. COORDINATE WITH HVAC AND STRUCTURAL DRAWINGS. 237 O.R. PASS-THRU. COORDINATE WITH ELEVATIONS 238 FUR VAC 239 PROVIDE ONE LAYER OF 5/8" GWB ON EXISTING WOOD STUDS, FULL HEIGHT, TO DECK. SEE WALL TYPE "S3O" ON SHEET A0.02 FOR TYPICAL INFORMATION. 240 WET TABLE WITH SINK - COORDINATE WITH PLUMBING DRAWINGS 241 JANITOR FLOOR SINK, COORDINATE WITH PLUMBING DRAWINGS 242 STAINLESS STEEL DOUBLE-HUNG PASS THRU WINDOW, SEE ELEVATIONS 244 PATCH HOLE IN EXISTING WALL RESULTING FROM THE REMOVAL OF A DOOR OR WINDOW. PATCH TO MATCH EXISTING CONSTRUCTION. USE SALVAGED MASONRY AS NEEDED. 245 PROVIDE ONE LAYER OF 5/8" GWB ON EXISTING WALL TO A HEIGHT OF 6" ABOVE CEILING. PROVIDE LEAD LINING TO A HEIGHT OF 7'-0" AS SPECIFIED IN PHYSICIST REPORT. 246 SEE EXAM 14 FOR TYPICAL ELEVATIONS AND NOTES. 247 PROVIDE ISO CLIP AND 2 LAYERS OF 5/8" GWB ON EXISTING WOOD STUDS, FULL HEIGHT, TO DECK. SEE WALL TYPE "S3O" ON SHEET A0.02 FOR TYPICAL INFORMATION. 248 WALL MOUNTED, SEMI RECESSED, FIRE EXTINGUISHER IN CABINET - SEE SPECIFICATIONS. 249 EXISTING STRUCTURAL STEEL COLUMN TO REMAIN. 250 THIS ROOM TO HAVE SPECIAL LEAD SHIELDING. COORDINATE WITH PHYSICIST REPORT FOR SPECIFIC SHIELDING REQUIREMENTS AND EXTENT FOR THIS ROOM. 251 30" X 30" ACCESS PANEL, INSTALL BOTTOM 18" ABOVE FINISH FLOOR 252 ROOF CRICKET PROVIDE SLOPE TO DRAINS 253 ROOF DRAIN - SEE PLUMBING DRAWINGS 254 NEW MEMBRANE ROOFING - SEE SPECIFICATIONS 255 PRE-FABRICATED PRE-FINISHED METAL WALL CAP FLASHING 256 PATCH AND REPAIR ALL MEMBRANE ROOFING AT NEW ROOF DRAIN INSTALLATIONS 257 ROOF TOP HVAC UNIT ENCLOSURE - SEE STRUCTURAL DRAWINGS 258 ROOF TOP HVAC UNIT - SEE HVAC DRAWINGS 259 NEW ROOF INFILL - MATCH EXISTING ROOFING 260 48" WIDE X 84" HIGH OPENING IN METAL ENCLOSURE 261 SHEET METAL CONDUCTOR HEAD AND INTEGRAL SCUPPER PER SMACNA SPECIFICATIONS 262 WALL MOUNTED STEEL ROOF LADDER 263 36" X 36" ROOF HATCH 264 INFILL FLOOR AT OLD OPENING WITH LIKE MATERIAL. COORDINATE WITH STRUCTURAL DRAWINGS. 265 NEW 5/8" GWB OVER EXISTING EXTERIOR WALL STUD FRAMING. EXTEND TO UNDERSIDE OF DECK. 266 EXISTING WALLS TO REMAIN. PATCH AND PAINT AS REQUIRED IN FINISH SCHEDULE. 267 PROVIDE LOW E, OPAQUE FILM ON BACK SIDE OF EXISTING STOREFRONT GLASS PANELS. VENT ABOVE CEILING. x1x5x6x6.5x7x8x10 87654321 D A C B x11 x5.5 1 A7.02 xA xB xC xD xE xF 2 A7.04 x2 Y Z 255 255 253SLOPE: 1/4" / FTSLOPE: 1/4" / FTSLOPE: 1/4" / FT252 256 253254 258 257 258 258258 259 255 255 259 255 253254 263 260 261261261 255 252252252 252 252252 252 1' - 8 1/8"EXISTING SPACE TO REMAIN. FUTURE SPACE AREA OF WORK PLAN KEY © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 SECOND FLOOR ROOF PLAN 04 MARCH 2022 A2.31MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION1/8" = 1'-0"1 ROOF B KEY PLAN A BCD CODED NOTES - FLOOR PLAN 230 FLIP DOWN EXAM TABLE. PROVIDE BLOCKING IN WALL PER MANUFACTURER'S RECOMMENDATIONS. COORDINATE LOCATION WITH OWNER. SEE DETAIL 4/A8.02. 231 WALLS ARE OF DIFFERENT THICKNESS, ALIGN THIS FACE. 232 GYP BOARD ON METAL FURRING TO BE TIGHT TO STEEL COLUMN. SEE PARTITION TYPE "S1D" ON SHEET A0.02. 233 CENTER STUD OF PARTITION WALL ON STEEL COLUMN. 234 ALIGN FINISHED FACE OF INTERIOR PARTITION WALL WITH FINISHED FACE OF WINDOW JAMB. 235 COORDINATE WITH HVAC. INSTALL FURRING PARTITIONS AS CLOSE TO HVAC DUCT AS POSSIBLE 236 FLOOR PENETRATION. COORDINATE WITH HVAC AND STRUCTURAL DRAWINGS. 237 O.R. PASS-THRU. COORDINATE WITH ELEVATIONS 238 FUR VAC 239 PROVIDE ONE LAYER OF 5/8" GWB ON EXISTING WOOD STUDS, FULL HEIGHT, TO DECK. SEE WALL TYPE "S3O" ON SHEET A0.02 FOR TYPICAL INFORMATION. 240 WET TABLE WITH SINK - COORDINATE WITH PLUMBING DRAWINGS 241 JANITOR FLOOR SINK, COORDINATE WITH PLUMBING DRAWINGS 242 STAINLESS STEEL DOUBLE-HUNG PASS THRU WINDOW, SEE ELEVATIONS 244 PATCH HOLE IN EXISTING WALL RESULTING FROM THE REMOVAL OF A DOOR OR WINDOW. PATCH TO MATCH EXISTING CONSTRUCTION. USE SALVAGED MASONRY AS NEEDED. 245 PROVIDE ONE LAYER OF 5/8" GWB ON EXISTING WALL TO A HEIGHT OF 6" ABOVE CEILING. PROVIDE LEAD LINING TO A HEIGHT OF 7'-0" AS SPECIFIED IN PHYSICIST REPORT. 246 SEE EXAM 14 FOR TYPICAL ELEVATIONS AND NOTES. 247 PROVIDE ISO CLIP AND 2 LAYERS OF 5/8" GWB ON EXISTING WOOD STUDS, FULL HEIGHT, TO DECK. SEE WALL TYPE "S3O" ON SHEET A0.02 FOR TYPICAL INFORMATION. 248 WALL MOUNTED, SEMI RECESSED, FIRE EXTINGUISHER IN CABINET - SEE SPECIFICATIONS. 249 EXISTING STRUCTURAL STEEL COLUMN TO REMAIN. 250 THIS ROOM TO HAVE SPECIAL LEAD SHIELDING. COORDINATE WITH PHYSICIST REPORT FOR SPECIFIC SHIELDING REQUIREMENTS AND EXTENT FOR THIS ROOM. 251 30" X 30" ACCESS PANEL, INSTALL BOTTOM 18" ABOVE FINISH FLOOR 252 ROOF CRICKET PROVIDE SLOPE TO DRAINS 253 ROOF DRAIN - SEE PLUMBING DRAWINGS 254 NEW MEMBRANE ROOFING - SEE SPECIFICATIONS 255 PRE-FABRICATED PRE-FINISHED METAL WALL CAP FLASHING 256 PATCH AND REPAIR ALL MEMBRANE ROOFING AT NEW ROOF DRAIN INSTALLATIONS 257 ROOF TOP HVAC UNIT ENCLOSURE - SEE STRUCTURAL DRAWINGS 258 ROOF TOP HVAC UNIT - SEE HVAC DRAWINGS 259 NEW ROOF INFILL - MATCH EXISTING ROOFING 260 48" WIDE X 84" HIGH OPENING IN METAL ENCLOSURE 261 SHEET METAL CONDUCTOR HEAD AND INTEGRAL SCUPPER PER SMACNA SPECIFICATIONS 262 WALL MOUNTED STEEL ROOF LADDER 263 36" X 36" ROOF HATCH 264 INFILL FLOOR AT OLD OPENING WITH LIKE MATERIAL. COORDINATE WITH STRUCTURAL DRAWINGS. 265 NEW 5/8" GWB OVER EXISTING EXTERIOR WALL STUD FRAMING. EXTEND TO UNDERSIDE OF DECK. 266 EXISTING WALLS TO REMAIN. PATCH AND PAINT AS REQUIRED IN FINISH SCHEDULE. 267 PROVIDE LOW E, OPAQUE FILM ON BACK SIDE OF EXISTING STOREFRONT GLASS PANELS. VENT ABOVE CEILING. WAITING ROOM 101 VESTIBULE 100 EX STAIR S101 RR 105T EXAM 2 122 EXAM 6 126 GRIEF 138 GRIEF 137 SHELLED CT 152A RAD. TECH WORK AREA 152 EXAM 12 132 EXAM 11 131 EXAM 10 130 EXAM 13 133 EXAM 14 134 EXAM 9 129 EXAM 8 128 CORRIDOR X130 EXAM 7 127 EXAM 15 136 EXAM 3 123 EXAM 4 124 EXAM 5 125 CORRIDOR X120 MEP 135 EX MEP 120 EXAM 1 121 RR 114T XRAY 113JAN. 107D PROCEDURE ROOM 107C ER/TRIAGE 107 ICU 112 CLINCAL TEAM 107B CORRIDOR X140 CORRIDOR X150 RR 106T TRIAGE 107A TRAUMA 108 PHARMACY 109 CAT WARD 110 ANTE 111A ISOLATION 111B ISOLATION 111 JC 111C WARD 115 BARKING ROOM 115A LAUNDRY 116 ONCOLOGY SHELL SPACE 117 CARDIOLOGY 118 ECHO 118C STAIR S100 RR ELEVATOR SURGERY RECEIVING 141 RR 140T DOCTORS OFFICE 142 ENDOSCOPY 143A I.M. PRIVATE WORK 143B INTERNAL MEDICINE 143SHELL REHAB 146 NEURO SHELL SPACE 144 ULTRASOUND 145 EX MRI CASSETTE 151 RECEIVING / MORGUE 149 READING RM 148 ELECT. 150 RR 119T WORK RM 118A MECH 116APRIVATE WK RM 118B A. SEE SHEET A0.02 FOR WALL TYPES. ALL INTERIOR PARTITION WALLS ARE FULL HEIGHT, TYPE S3J, U.N.O. B. SEE ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION REGARDING CEILING MOUNTED DEVICES. COORDINATE WITH ARCHITECTURAL CEILING PLAN FOR LAYOUT OF ANY DEVICES NOT SHOWN HERE. VERIFY WITH ARCHITECT IF DISCREPANCIES EXIST. C. CENTER NEW CEILING GRID IN ROOMS, UNLESS CALLED OUT OTHERWISE, TYP. D. SEE SHEET SERIES A8 FOR SOFFIT COLOR DESIGNATIONS AND FINISH INFORMATION. E. ROOM NUMBERS USED HERE ARE FOR THE PURPOSES OF THIS PROJECT. VERIFY ANY FINAL ROOM NUMBERING SYSTEM WITH THE OWNER PRIOR TO MAKING FINAL MARKS OR SCHEDULES RELATED TO ROOM NUMBERS. F. PATCH AND REPAIR ANY SURFACE OR OTHER ITEM DAMAGED BY OR INVOLVED IN CONSTRUCTION ACTIVITIES TO "AS NEW". REFER TO ENGINEERING DRAWINGS FOR P / M / E WORK THAT MAY REQUIRE PATCHING BY GENERAL TRADES CONTRACTOR. G. AREAS SHADED ARE EXISTING TO REMAIN. H. ALL NEW BLOCKING TO BE DOCUMENTED PER GENERAL NOTES AND PROJECT MANUAL. I. TYPICAL HEIGHT OF ELEMENTS ARE: a. ACOUSTICAL CEILINGS ON LEVEL 1 TO BE AT 8'-0" U.N.O. b. ACOUSTICAL CEILINGS ON LEVEL 2 TO BE AT 9'-0" U.N.O. c. SOFFITS ABOVE CABINETS TO BE AT 7'-2" ABOVE FINISHED FLOOR U.N.O. REFER TO THE ELECTRICAL LIGHTING PLANS FOR COMPLETE INFORMATION ON THE TYPE AND LOCATION OF ALL LIGHT FIXTURES, EXIT, DISCHARGE, AND EMERGENCY EGRESS FIXTURES. ACOUSTIC CEILING TILE & GRID GYPSUM BOARD CEILING 2x2 LAY-IN LIGHT FIXTURE 2x4 LAY-IN LIGHT FIXTURE CEILING MOUNTED EXIT SIGN RETURN AIR GRILLE SUPPLY AIR DIFFUSER RECESSED CAN LIGHT FIXTURE DIRECT/INDIRECT LIGHT FIXTURE LINEAR BOX LIGHT FIXTURE REFLECTED CEILING PLAN LEGEND PENDANT LIGHT FIXTURE WALL SCONCE C SECURITY CAMERA O O V OXYGEN OXYGEN / VACUUM EXISTING SPACE TO REMAIN. FUTURE SPACE AREA OF WORK PLAN KEY © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 OVERALL FIRST FLOOR REFLECTED CEILING PLAN 04 MARCH 2022 A3.10MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION3/32" = 1'-0"A3.10 1 1st floor rcp - overall REFLECTED CEILING GENERAL NOTES CODED NOTES - REFLECTED CEILING PLAN 302 ALIGN ELEMENTS. 303 GYPSUM BOARD SOFFIT. 304 GYPSUM BOARD BULKHEAD @ 7'-2"A.F.F.U.N.O. 305 EXISTING GRID TO REMAIN AND BE PAINTED. REPLACE TILE 306 I.V. TRACKS. SEE A8 SERIES FOR DETAILS. 307 DIMMABLE CAN LIGHT. 309 NO CEILING. OPEN TO STRUCTURE ABOVE. 310 LIGHTING LAYOUT TO REMAIN. FIXTURES TO BE REPLACED 311 1 HOUR RATED GWB CEILING (UL DESIGN: I504). SEE DETAIL 8/A8.02. 312 1 HOUR RATED COILING DOOR KEY PLAN A BCD WAITING ROOM 101 VESTIBULE 100 CAT-FRIENDLY WAITING 103 EX STAIR S101 RR 105T OPEN TO ABOVE SEE 2ND FLOOR RCP RECEPTION 102 TRIAGE 107A EXAM 2 122 EXAM 6 126 GRIEF 138 7' -0"A.C.T. 2x2 8' -0" A.C.T. 2x2 8' -0" 7' -0" A.C.T. 2x2 8' -0" A.C.T. 2x2 8' -0" A.C.T. 2x2 8' -0" A.C.T. 2x2 8' -0" A.C.T. 2x2 8' -0" 8' -0" 306309 303303 303 E.Q.E.Q.1' - 6"E.Q.E.Q. 303 TRAUMA 108A3.10BA3.10CA 3.1 0 B A3.10C2' - 0"2' - 0"2' - 0"2' - 0"4' - 4"1' - 6" 7' -2" 302302 304 7' -6" 10' - 11"4' - 0 1/2"A. SEE SHEET A0.02 FOR WALL TYPES. ALL INTERIOR PARTITION WALLS ARE FULL HEIGHT, TYPE S3J, U.N.O. B. SEE ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION REGARDING CEILING MOUNTED DEVICES. COORDINATE WITH ARCHITECTURAL CEILING PLAN FOR LAYOUT OF ANY DEVICES NOT SHOWN HERE. VERIFY WITH ARCHITECT IF DISCREPANCIES EXIST. C. CENTER NEW CEILING GRID IN ROOMS, UNLESS CALLED OUT OTHERWISE, TYP. D. SEE SHEET SERIES A8 FOR SOFFIT COLOR DESIGNATIONS AND FINISH INFORMATION. E. ROOM NUMBERS USED HERE ARE FOR THE PURPOSES OF THIS PROJECT. VERIFY ANY FINAL ROOM NUMBERING SYSTEM WITH THE OWNER PRIOR TO MAKING FINAL MARKS OR SCHEDULES RELATED TO ROOM NUMBERS. F. PATCH AND REPAIR ANY SURFACE OR OTHER ITEM DAMAGED BY OR INVOLVED IN CONSTRUCTION ACTIVITIES TO "AS NEW". REFER TO ENGINEERING DRAWINGS FOR P / M / E WORK THAT MAY REQUIRE PATCHING BY GENERAL TRADES CONTRACTOR. G. AREAS SHADED ARE EXISTING TO REMAIN. H. ALL NEW BLOCKING TO BE DOCUMENTED PER GENERAL NOTES AND PROJECT MANUAL. I. TYPICAL HEIGHT OF ELEMENTS ARE: a. ACOUSTICAL CEILINGS ON LEVEL 1 TO BE AT 8'-0" U.N.O. b. ACOUSTICAL CEILINGS ON LEVEL 2 TO BE AT 9'-0" U.N.O. c. SOFFITS ABOVE CABINETS TO BE AT 7'-2" ABOVE FINISHED FLOOR U.N.O. REFER TO THE ELECTRICAL LIGHTING PLANS FOR COMPLETE INFORMATION ON THE TYPE AND LOCATION OF ALL LIGHT FIXTURES, EXIT, DISCHARGE, AND EMERGENCY EGRESS FIXTURES. ACOUSTIC CEILING TILE & GRID GYPSUM BOARD CEILING 2x2 LAY-IN LIGHT FIXTURE 2x4 LAY-IN LIGHT FIXTURE CEILING MOUNTED EXIT SIGN RETURN AIR GRILLE SUPPLY AIR DIFFUSER RECESSED CAN LIGHT FIXTURE DIRECT/INDIRECT LIGHT FIXTURE LINEAR BOX LIGHT FIXTURE REFLECTED CEILING PLAN LEGEND PENDANT LIGHT FIXTURE WALL SCONCE C SECURITY CAMERA O O V OXYGEN OXYGEN / VACUUM EXISTING SPACE TO REMAIN. FUTURE SPACE AREA OF WORK PLAN KEY © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 FIRST FLOOR RCP - AREA A 04 MARCH 2022 A3.10AMEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION1/4" = 1'-0"A3.10A 1 1st floor rcp - area A REFLECTED CEILING GENERAL NOTES CODED NOTES - REFLECTED CEILING PLAN 302 ALIGN ELEMENTS. 303 GYPSUM BOARD SOFFIT. 304 GYPSUM BOARD BULKHEAD @ 7'-2"A.F.F.U.N.O. 305 EXISTING GRID TO REMAIN AND BE PAINTED. REPLACE TILE 306 I.V. TRACKS. SEE A8 SERIES FOR DETAILS. 307 DIMMABLE CAN LIGHT. 309 NO CEILING. OPEN TO STRUCTURE ABOVE. 310 LIGHTING LAYOUT TO REMAIN. FIXTURES TO BE REPLACED 311 1 HOUR RATED GWB CEILING (UL DESIGN: I504). SEE DETAIL 8/A8.02. 312 1 HOUR RATED COILING DOOR KEY PLAN A BCD ISOLATION 111 JC 111C ISOLATION 111B CAT WARD 110 ANTE 111A PHARMACY 109 TRAUMA 108 TRIAGE 107A RR 106T ER/TRIAGE 107 EXAM 1 121 MEP 135 EX MEP 120 RR 114T JAN. 107D XRAY 113 CORRIDOR X150 ONCOLOGY SHELL SPACE 117 CARDIOLOGY 118 RR 119T ECHO 118C LAUNDRY 116 WARD 115 BARKING ROOM 115A ICU 112 CLINCAL TEAM 107B PROCEDURE ROOM 107C O O V O V O O O O O O O O OVO OOO V O O O O O O O O O O O OO V O O O O O O O V O V O V O V O V O V O OO O O V O V O V O V O V O MECH 116A A.C.T. 2x2 8' -0" A.C.T. 2x2 8' -0" A.C.T. 2x2 8' -0" A.C.T. 2x4 8' -0" A.C.T. 2x4 8' -0" A.C.T. 2x4 8' -0" A.C.T. 2x4 8' -0" A.C.T. 2x4 8' -0" A.C.T. 2x4 8' -0" A.C.T. 2x4 8' -0" A.C.T. 2x4 8' -0" A.C.T. 2x4 8' -0" A.C.T. 2x4 8' -0" A.C.T. 2x4 8' -0" A.C.T. 2x4 8' -0" A.C.T. 2x2 8' -0" A.C.T. 2x4 8' -0" A.C.T. 2x2 8' -0" A.C.T. 2x2 8' -0" A.C.T. 2x2 8' -0" 7' -0" A.C.T. 2x2 8' -0" 7' -10" 303 O VO VO VO V A 3.1 0 A A3.10A A3.20C A3.10CWORK RM 118A PRIVATE WK RM 118B O V 7' -2"7' -2"1' - 0"1' - 0" A.C.T. 2x4 8' -0" A.C.T. 2x4 8' -0" 309309 O V A.C.T. 2x4 8' -0" A. SEE SHEET A0.02 FOR WALL TYPES. ALL INTERIOR PARTITION WALLS ARE FULL HEIGHT, TYPE S3J, U.N.O. B. SEE ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION REGARDING CEILING MOUNTED DEVICES. COORDINATE WITH ARCHITECTURAL CEILING PLAN FOR LAYOUT OF ANY DEVICES NOT SHOWN HERE. VERIFY WITH ARCHITECT IF DISCREPANCIES EXIST. C. CENTER NEW CEILING GRID IN ROOMS, UNLESS CALLED OUT OTHERWISE, TYP. D. SEE SHEET SERIES A8 FOR SOFFIT COLOR DESIGNATIONS AND FINISH INFORMATION. E. ROOM NUMBERS USED HERE ARE FOR THE PURPOSES OF THIS PROJECT. VERIFY ANY FINAL ROOM NUMBERING SYSTEM WITH THE OWNER PRIOR TO MAKING FINAL MARKS OR SCHEDULES RELATED TO ROOM NUMBERS. F. PATCH AND REPAIR ANY SURFACE OR OTHER ITEM DAMAGED BY OR INVOLVED IN CONSTRUCTION ACTIVITIES TO "AS NEW". REFER TO ENGINEERING DRAWINGS FOR P / M / E WORK THAT MAY REQUIRE PATCHING BY GENERAL TRADES CONTRACTOR. G. AREAS SHADED ARE EXISTING TO REMAIN. H. ALL NEW BLOCKING TO BE DOCUMENTED PER GENERAL NOTES AND PROJECT MANUAL. I. TYPICAL HEIGHT OF ELEMENTS ARE: a. ACOUSTICAL CEILINGS ON LEVEL 1 TO BE AT 8'-0" U.N.O. b. ACOUSTICAL CEILINGS ON LEVEL 2 TO BE AT 9'-0" U.N.O. c. SOFFITS ABOVE CABINETS TO BE AT 7'-2" ABOVE FINISHED FLOOR U.N.O. REFER TO THE ELECTRICAL LIGHTING PLANS FOR COMPLETE INFORMATION ON THE TYPE AND LOCATION OF ALL LIGHT FIXTURES, EXIT, DISCHARGE, AND EMERGENCY EGRESS FIXTURES. ACOUSTIC CEILING TILE & GRID GYPSUM BOARD CEILING 2x2 LAY-IN LIGHT FIXTURE 2x4 LAY-IN LIGHT FIXTURE CEILING MOUNTED EXIT SIGN RETURN AIR GRILLE SUPPLY AIR DIFFUSER RECESSED CAN LIGHT FIXTURE DIRECT/INDIRECT LIGHT FIXTURE LINEAR BOX LIGHT FIXTURE REFLECTED CEILING PLAN LEGEND PENDANT LIGHT FIXTURE WALL SCONCE C SECURITY CAMERA O O V OXYGEN OXYGEN / VACUUM EXISTING SPACE TO REMAIN. FUTURE SPACE AREA OF WORK PLAN KEY © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 FIRST FLOOR RCP - AREA B 04 MARCH 2022 A3.10BMEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION1/4" = 1'-0"A3.10B 1 1st floor rcp - area B REFLECTED CEILING GENERAL NOTES CODED NOTES - REFLECTED CEILING PLAN 302 ALIGN ELEMENTS. 303 GYPSUM BOARD SOFFIT. 304 GYPSUM BOARD BULKHEAD @ 7'-2"A.F.F.U.N.O. 305 EXISTING GRID TO REMAIN AND BE PAINTED. REPLACE TILE 306 I.V. TRACKS. SEE A8 SERIES FOR DETAILS. 307 DIMMABLE CAN LIGHT. 309 NO CEILING. OPEN TO STRUCTURE ABOVE. 310 LIGHTING LAYOUT TO REMAIN. FIXTURES TO BE REPLACED 311 1 HOUR RATED GWB CEILING (UL DESIGN: I504). SEE DETAIL 8/A8.02. 312 1 HOUR RATED COILING DOOR KEY PLAN A BCD SHELLED CT 152A GRIEF 137 CORRIDOR X110 GRIEF 138 EXAM 6 126 EXAM 2 122 CORRIDOR X110 RR 106T CORRIDOR X110 EXAM 15 136 EXAM 3 123 EXAM 1 121 MEP 135 EX MEP 120 EXAM 11 131 EXAM 12 132 EXAM 13 133 EXAM 10 130 EXAM 7 127 EXAM 4 124 EXAM 5 125 EXAM 8 128 EXAM 9 129 EXAM 14 134 CORRIDOR X140 CORRIDOR X150 DOCTORS OFFICE 142 ENDOSCOPY 143A INTERNAL MEDICINE 143 I.M. PRIVATE WORK 143B SURGERY RECEIVING 141 RR 140T STAIR S100 ELEVATOR 0000 RR 139T ECHO 118C CARDIOLOGY 118 RR 119T CORRIDOR X120 CORRIDOR X130 O O VO VO V O O O VO V A.C.T. 2x4 8' -0" A.C.T. 2x4 8' -0" A.C.T. 2x4 8' -0" A.C.T. 2x4 8' -0" A.C.T. 2x2 8' -0" A.C.T. 2x4 8' -0" A.C.T. 2x4 8' -0" A.C.T. 2x2 8' -0" A.C.T. 2x2 8' -0" A.C.T. 2x2 8' -0" A.C.T. 2x2 8' -0"A.C.T. 2x2 8' -0" A.C.T. 2x2 8' -0" A.C.T. 2x2 8' -0" A.C.T. 2x2 8' -0" A.C.T. 2x2 8' -0" A.C.T. 2x2 8' -0" A.C.T. 2x2 8' -0" A.C.T. 2x2 8' -0" A.C.T. 2x2 8' -0" A.C.T. 2x2 8' -0" A.C.T. 2x4 8' -0" A.C.T. 2x2 8' -0" 7' -0" A.C.T. 2x2 8' -0" A.C.T. 2x4 8' -0" EXISTING A.C.T. 2x2 8' -0" 8' -0" 303 A.C.T. 2x2 8' -0" A.C.T. 2x2 8' -0" A.C.T. 2x2 8' -0" A.C.T. 2x2 8' -0" 302302 302302O VA3.10AA3.10BA3.10B A3.10AA3.10DA3.10DSURG RECEIVING WK RM 141A 7' -10" 7' -10"7' -10"7' -10" 302302 A.C.T. 2x2 8' -0" SEE 2ND FLOOR RCP 309309 A.C.T. 2x2 8' -0" RAD. TECH WORK AREA 152 7' -2" 7' -10" 8' -0" A.C.T. 2x2 8' -0" A.C.T. 2x4 8' -0" A. SEE SHEET A0.02 FOR WALL TYPES. ALL INTERIOR PARTITION WALLS ARE FULL HEIGHT, TYPE S3J, U.N.O. B. SEE ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION REGARDING CEILING MOUNTED DEVICES. COORDINATE WITH ARCHITECTURAL CEILING PLAN FOR LAYOUT OF ANY DEVICES NOT SHOWN HERE. VERIFY WITH ARCHITECT IF DISCREPANCIES EXIST. C. CENTER NEW CEILING GRID IN ROOMS, UNLESS CALLED OUT OTHERWISE, TYP. D. SEE SHEET SERIES A8 FOR SOFFIT COLOR DESIGNATIONS AND FINISH INFORMATION. E. ROOM NUMBERS USED HERE ARE FOR THE PURPOSES OF THIS PROJECT. VERIFY ANY FINAL ROOM NUMBERING SYSTEM WITH THE OWNER PRIOR TO MAKING FINAL MARKS OR SCHEDULES RELATED TO ROOM NUMBERS. F. PATCH AND REPAIR ANY SURFACE OR OTHER ITEM DAMAGED BY OR INVOLVED IN CONSTRUCTION ACTIVITIES TO "AS NEW". REFER TO ENGINEERING DRAWINGS FOR P / M / E WORK THAT MAY REQUIRE PATCHING BY GENERAL TRADES CONTRACTOR. G. AREAS SHADED ARE EXISTING TO REMAIN. H. ALL NEW BLOCKING TO BE DOCUMENTED PER GENERAL NOTES AND PROJECT MANUAL. I. TYPICAL HEIGHT OF ELEMENTS ARE: a. ACOUSTICAL CEILINGS ON LEVEL 1 TO BE AT 8'-0" U.N.O. b. ACOUSTICAL CEILINGS ON LEVEL 2 TO BE AT 9'-0" U.N.O. c. SOFFITS ABOVE CABINETS TO BE AT 7'-2" ABOVE FINISHED FLOOR U.N.O. REFER TO THE ELECTRICAL LIGHTING PLANS FOR COMPLETE INFORMATION ON THE TYPE AND LOCATION OF ALL LIGHT FIXTURES, EXIT, DISCHARGE, AND EMERGENCY EGRESS FIXTURES. ACOUSTIC CEILING TILE & GRID GYPSUM BOARD CEILING 2x2 LAY-IN LIGHT FIXTURE 2x4 LAY-IN LIGHT FIXTURE CEILING MOUNTED EXIT SIGN RETURN AIR GRILLE SUPPLY AIR DIFFUSER RECESSED CAN LIGHT FIXTURE DIRECT/INDIRECT LIGHT FIXTURE LINEAR BOX LIGHT FIXTURE REFLECTED CEILING PLAN LEGEND PENDANT LIGHT FIXTURE WALL SCONCE C SECURITY CAMERA O O V OXYGEN OXYGEN / VACUUM EXISTING SPACE TO REMAIN. FUTURE SPACE AREA OF WORK PLAN KEY © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 FIRST FLOOR RCP - AREA C 04 MARCH 2022 A3.10CMEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION1/4" = 1'-0"A3.10C 1 1st floor rcp - area C REFLECTED CEILING GENERAL NOTES CODED NOTES - REFLECTED CEILING PLAN 302 ALIGN ELEMENTS. 303 GYPSUM BOARD SOFFIT. 304 GYPSUM BOARD BULKHEAD @ 7'-2"A.F.F.U.N.O. 305 EXISTING GRID TO REMAIN AND BE PAINTED. REPLACE TILE 306 I.V. TRACKS. SEE A8 SERIES FOR DETAILS. 307 DIMMABLE CAN LIGHT. 309 NO CEILING. OPEN TO STRUCTURE ABOVE. 310 LIGHTING LAYOUT TO REMAIN. FIXTURES TO BE REPLACED 311 1 HOUR RATED GWB CEILING (UL DESIGN: I504). SEE DETAIL 8/A8.02. 312 1 HOUR RATED COILING DOOR KEY PLAN A BCD EX MRI CASSETTE 151 ELECT. 150 RECEIVING / MORGUE 149 READING RM 148 CORRIDOR X150 CORRIDOR X150 SHELL REHAB 146 ULTRASOUND 145 NEURO SHELL SPACE 144 O V A.C.T. 2x2 8' -0" A.C.T. 2x4 8' -0" A.C.T. 2x4 8' -0" A.C.T. 2x4 8' -0" A.C.T. 2x4 8' -0" 307 1' - 6"1' - 6 1/8" 7' -10" 303 A3.10CA3.10CRR 147T A. SEE SHEET A0.02 FOR WALL TYPES. ALL INTERIOR PARTITION WALLS ARE FULL HEIGHT, TYPE S3J, U.N.O. B. SEE ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION REGARDING CEILING MOUNTED DEVICES. COORDINATE WITH ARCHITECTURAL CEILING PLAN FOR LAYOUT OF ANY DEVICES NOT SHOWN HERE. VERIFY WITH ARCHITECT IF DISCREPANCIES EXIST. C. CENTER NEW CEILING GRID IN ROOMS, UNLESS CALLED OUT OTHERWISE, TYP. D. SEE SHEET SERIES A8 FOR SOFFIT COLOR DESIGNATIONS AND FINISH INFORMATION. E. ROOM NUMBERS USED HERE ARE FOR THE PURPOSES OF THIS PROJECT. VERIFY ANY FINAL ROOM NUMBERING SYSTEM WITH THE OWNER PRIOR TO MAKING FINAL MARKS OR SCHEDULES RELATED TO ROOM NUMBERS. F. PATCH AND REPAIR ANY SURFACE OR OTHER ITEM DAMAGED BY OR INVOLVED IN CONSTRUCTION ACTIVITIES TO "AS NEW". REFER TO ENGINEERING DRAWINGS FOR P / M / E WORK THAT MAY REQUIRE PATCHING BY GENERAL TRADES CONTRACTOR. G. AREAS SHADED ARE EXISTING TO REMAIN. H. ALL NEW BLOCKING TO BE DOCUMENTED PER GENERAL NOTES AND PROJECT MANUAL. I. TYPICAL HEIGHT OF ELEMENTS ARE: a. ACOUSTICAL CEILINGS ON LEVEL 1 TO BE AT 8'-0" U.N.O. b. ACOUSTICAL CEILINGS ON LEVEL 2 TO BE AT 9'-0" U.N.O. c. SOFFITS ABOVE CABINETS TO BE AT 7'-2" ABOVE FINISHED FLOOR U.N.O. REFER TO THE ELECTRICAL LIGHTING PLANS FOR COMPLETE INFORMATION ON THE TYPE AND LOCATION OF ALL LIGHT FIXTURES, EXIT, DISCHARGE, AND EMERGENCY EGRESS FIXTURES. ACOUSTIC CEILING TILE & GRID GYPSUM BOARD CEILING 2x2 LAY-IN LIGHT FIXTURE 2x4 LAY-IN LIGHT FIXTURE CEILING MOUNTED EXIT SIGN RETURN AIR GRILLE SUPPLY AIR DIFFUSER RECESSED CAN LIGHT FIXTURE DIRECT/INDIRECT LIGHT FIXTURE LINEAR BOX LIGHT FIXTURE REFLECTED CEILING PLAN LEGEND PENDANT LIGHT FIXTURE WALL SCONCE C SECURITY CAMERA O O V OXYGEN OXYGEN / VACUUM EXISTING SPACE TO REMAIN. FUTURE SPACE AREA OF WORK PLAN KEY © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 FIRST FLOOR RCP - AREA D 04 MARCH 2022 A3.10DMEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION1/4" = 1'-0"A3.10D 1 1st floor rcp - area D REFLECTED CEILING GENERAL NOTES CODED NOTES - REFLECTED CEILING PLAN 302 ALIGN ELEMENTS. 303 GYPSUM BOARD SOFFIT. 304 GYPSUM BOARD BULKHEAD @ 7'-2"A.F.F.U.N.O. 305 EXISTING GRID TO REMAIN AND BE PAINTED. REPLACE TILE 306 I.V. TRACKS. SEE A8 SERIES FOR DETAILS. 307 DIMMABLE CAN LIGHT. 309 NO CEILING. OPEN TO STRUCTURE ABOVE. 310 LIGHTING LAYOUT TO REMAIN. FIXTURES TO BE REPLACED 311 1 HOUR RATED GWB CEILING (UL DESIGN: I504). SEE DETAIL 8/A8.02. 312 1 HOUR RATED COILING DOOR KEY PLAN A BCD OPEN TO BELOW EX STAIR S201 OR 1 201 CORRIDOR X210 OR 4 204 OR 3 203 OR 2 202 FLUOROSCOPY OR 206 DIRTY STERILE PROCESSING 207A DIRTY PROCEDURE 205 XRAY 208 SURGERY SUITE 210 CORRIDOR X230 DENTISTRY 221 PRIVATE WORK 221A ELEVATOR STAIR S200 CLINCAL MANAGERS 217 CAT I-131 219A RR 220T CAT I-131 ANTE RM 219 MARKETING CLOSET 218 OFFICE 216 OFFICE 215 WORK STATIONS 214 OFFICE 213 OFFICE 212 COMMUNICATIONS 211 CENTRAL SUPPLY 223 RR 228T RR 227T WELLNESS 229 IT 226 MOTHERS ROOM 225 BREAK ROOM 230 KITCHENETTE 231 CORRIDOR X220 CLEAN STERILE PROCESSING 207B 221B LOCKER ROOM 224 CORRIDOR X250 DENTISTRY 221 PRIVATE WORK 221A CORRIDOR X240 DOCTORS 210B CHASE 00J.C. 222 A. SEE SHEET A0.02 FOR WALL TYPES. ALL INTERIOR PARTITION WALLS ARE FULL HEIGHT, TYPE S3J, U.N.O. B. SEE ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION REGARDING CEILING MOUNTED DEVICES. COORDINATE WITH ARCHITECTURAL CEILING PLAN FOR LAYOUT OF ANY DEVICES NOT SHOWN HERE. VERIFY WITH ARCHITECT IF DISCREPANCIES EXIST. C. CENTER NEW CEILING GRID IN ROOMS, UNLESS CALLED OUT OTHERWISE, TYP. D. SEE SHEET SERIES A8 FOR SOFFIT COLOR DESIGNATIONS AND FINISH INFORMATION. E. ROOM NUMBERS USED HERE ARE FOR THE PURPOSES OF THIS PROJECT. VERIFY ANY FINAL ROOM NUMBERING SYSTEM WITH THE OWNER PRIOR TO MAKING FINAL MARKS OR SCHEDULES RELATED TO ROOM NUMBERS. F. PATCH AND REPAIR ANY SURFACE OR OTHER ITEM DAMAGED BY OR INVOLVED IN CONSTRUCTION ACTIVITIES TO "AS NEW". REFER TO ENGINEERING DRAWINGS FOR P / M / E WORK THAT MAY REQUIRE PATCHING BY GENERAL TRADES CONTRACTOR. G. AREAS SHADED ARE EXISTING TO REMAIN. H. ALL NEW BLOCKING TO BE DOCUMENTED PER GENERAL NOTES AND PROJECT MANUAL. I. TYPICAL HEIGHT OF ELEMENTS ARE: a. ACOUSTICAL CEILINGS ON LEVEL 1 TO BE AT 8'-0" U.N.O. b. ACOUSTICAL CEILINGS ON LEVEL 2 TO BE AT 9'-0" U.N.O. c. SOFFITS ABOVE CABINETS TO BE AT 7'-2" ABOVE FINISHED FLOOR U.N.O. REFER TO THE ELECTRICAL LIGHTING PLANS FOR COMPLETE INFORMATION ON THE TYPE AND LOCATION OF ALL LIGHT FIXTURES, EXIT, DISCHARGE, AND EMERGENCY EGRESS FIXTURES. ACOUSTIC CEILING TILE & GRID GYPSUM BOARD CEILING 2x2 LAY-IN LIGHT FIXTURE 2x4 LAY-IN LIGHT FIXTURE CEILING MOUNTED EXIT SIGN RETURN AIR GRILLE SUPPLY AIR DIFFUSER RECESSED CAN LIGHT FIXTURE DIRECT/INDIRECT LIGHT FIXTURE LINEAR BOX LIGHT FIXTURE REFLECTED CEILING PLAN LEGEND PENDANT LIGHT FIXTURE WALL SCONCE C SECURITY CAMERA O O V OXYGEN OXYGEN / VACUUM EXISTING SPACE TO REMAIN. FUTURE SPACE AREA OF WORK PLAN KEY © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 OVERALL SECOND FLOOR REFLECTED CEILING PLAN 04 MARCH 2022 A3.20MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION3/32" = 1'-0"A3.20 1 2nd floor rcp - overall A B CDE REFLECTED CEILING GENERAL NOTES CODED NOTES - REFLECTED CEILING PLAN 302 ALIGN ELEMENTS. 303 GYPSUM BOARD SOFFIT. 304 GYPSUM BOARD BULKHEAD @ 7'-2"A.F.F.U.N.O. 305 EXISTING GRID TO REMAIN AND BE PAINTED. REPLACE TILE 306 I.V. TRACKS. SEE A8 SERIES FOR DETAILS. 307 DIMMABLE CAN LIGHT. 309 NO CEILING. OPEN TO STRUCTURE ABOVE. 310 LIGHTING LAYOUT TO REMAIN. FIXTURES TO BE REPLACED 311 1 HOUR RATED GWB CEILING (UL DESIGN: I504). SEE DETAIL 8/A8.02. 312 1 HOUR RATED COILING DOOR KEY PLAN OPEN TO BELOW EX STAIR S201 OR 1 201 OR 2 202 OR 3 203 FLUOROSCOPY OR 206 CORRIDOR X220 O V V N O V V N O V V N A.C.T. 2x4 9' -0" A.C.T. 2x4 9' -0" A.C.T. 2x4 9' -0" A.C.T. 2x4 9' -0" A.C.T. 2x4 9' -0" A.C.T. 2x4 9' -0" A.C.T. 2x4 9' -0" OR 4 204 CORRIDOR X210O V V N 7' -2" 304 7' -2" 304 7' -2" A.C.T. 2x4 9' -0" 302 A3.20B A3.20B 3047' -2" 305310 305305 A. SEE SHEET A0.02 FOR WALL TYPES. ALL INTERIOR PARTITION WALLS ARE FULL HEIGHT, TYPE S3J, U.N.O. B. SEE ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION REGARDING CEILING MOUNTED DEVICES. COORDINATE WITH ARCHITECTURAL CEILING PLAN FOR LAYOUT OF ANY DEVICES NOT SHOWN HERE. VERIFY WITH ARCHITECT IF DISCREPANCIES EXIST. C. CENTER NEW CEILING GRID IN ROOMS, UNLESS CALLED OUT OTHERWISE, TYP. D. SEE SHEET SERIES A8 FOR SOFFIT COLOR DESIGNATIONS AND FINISH INFORMATION. E. ROOM NUMBERS USED HERE ARE FOR THE PURPOSES OF THIS PROJECT. VERIFY ANY FINAL ROOM NUMBERING SYSTEM WITH THE OWNER PRIOR TO MAKING FINAL MARKS OR SCHEDULES RELATED TO ROOM NUMBERS. F. PATCH AND REPAIR ANY SURFACE OR OTHER ITEM DAMAGED BY OR INVOLVED IN CONSTRUCTION ACTIVITIES TO "AS NEW". REFER TO ENGINEERING DRAWINGS FOR P / M / E WORK THAT MAY REQUIRE PATCHING BY GENERAL TRADES CONTRACTOR. G. AREAS SHADED ARE EXISTING TO REMAIN. H. ALL NEW BLOCKING TO BE DOCUMENTED PER GENERAL NOTES AND PROJECT MANUAL. I. TYPICAL HEIGHT OF ELEMENTS ARE: a. ACOUSTICAL CEILINGS ON LEVEL 1 TO BE AT 8'-0" U.N.O. b. ACOUSTICAL CEILINGS ON LEVEL 2 TO BE AT 9'-0" U.N.O. c. SOFFITS ABOVE CABINETS TO BE AT 7'-2" ABOVE FINISHED FLOOR U.N.O. REFER TO THE ELECTRICAL LIGHTING PLANS FOR COMPLETE INFORMATION ON THE TYPE AND LOCATION OF ALL LIGHT FIXTURES, EXIT, DISCHARGE, AND EMERGENCY EGRESS FIXTURES. ACOUSTIC CEILING TILE & GRID GYPSUM BOARD CEILING 2x2 LAY-IN LIGHT FIXTURE 2x4 LAY-IN LIGHT FIXTURE CEILING MOUNTED EXIT SIGN RETURN AIR GRILLE SUPPLY AIR DIFFUSER RECESSED CAN LIGHT FIXTURE DIRECT/INDIRECT LIGHT FIXTURE LINEAR BOX LIGHT FIXTURE REFLECTED CEILING PLAN LEGEND PENDANT LIGHT FIXTURE WALL SCONCE C SECURITY CAMERA O O V OXYGEN OXYGEN / VACUUM EXISTING SPACE TO REMAIN. FUTURE SPACE AREA OF WORK PLAN KEY © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 SECOND FLOOR RCP - AREA A 04 MARCH 2022 A3.20AMEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION1/4" = 1'-0"A3.20A 1 2nd floor rcp - area A A B CDE REFLECTED CEILING GENERAL NOTES CODED NOTES - REFLECTED CEILING PLAN 302 ALIGN ELEMENTS. 303 GYPSUM BOARD SOFFIT. 304 GYPSUM BOARD BULKHEAD @ 7'-2"A.F.F.U.N.O. 305 EXISTING GRID TO REMAIN AND BE PAINTED. REPLACE TILE 306 I.V. TRACKS. SEE A8 SERIES FOR DETAILS. 307 DIMMABLE CAN LIGHT. 309 NO CEILING. OPEN TO STRUCTURE ABOVE. 310 LIGHTING LAYOUT TO REMAIN. FIXTURES TO BE REPLACED 311 1 HOUR RATED GWB CEILING (UL DESIGN: I504). SEE DETAIL 8/A8.02. 312 1 HOUR RATED COILING DOOR KEY PLAN SURGERY SUITE 210 CORRIDOR X220 DIRTY STERILE PROCESSING 207A CORRIDOR X210 OR 4 204 FLUOROSCOPY OR 206 DIRTY PROCEDURE 205 XRAY 208 O V O V V NO V V NO V V N O V O V O VO V O O A.C.T. 2x4 9' -0" A.C.T. 2x4 9' -0" A.C.T. 2x4 9' -0" A.C.T. 2x4 9' -0" A.C.T. 2x4 9' -0" A.C.T. 2x4 9' -0" A.C.T. 2x4 9' -0" A.C.T. 2x4 9' -0" A.C.T. 2x4 9' -0" CLEAN STERILE PROCESSING 207B A.C.T. 2x4 9' -0" 7' -2" 304 7' -2" 304A3.20DA3 . 2 0 DA3.20A A3.20A A.C.T. 2x4 9' -0" A.C.T. 2x4 9' -0" 7' -2" A.C.T. 2x4 9' -0" TEAM WORK ROOM 210A DOCTORS 210B A. SEE SHEET A0.02 FOR WALL TYPES. ALL INTERIOR PARTITION WALLS ARE FULL HEIGHT, TYPE S3J, U.N.O. B. SEE ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION REGARDING CEILING MOUNTED DEVICES. COORDINATE WITH ARCHITECTURAL CEILING PLAN FOR LAYOUT OF ANY DEVICES NOT SHOWN HERE. VERIFY WITH ARCHITECT IF DISCREPANCIES EXIST. C. CENTER NEW CEILING GRID IN ROOMS, UNLESS CALLED OUT OTHERWISE, TYP. D. SEE SHEET SERIES A8 FOR SOFFIT COLOR DESIGNATIONS AND FINISH INFORMATION. E. ROOM NUMBERS USED HERE ARE FOR THE PURPOSES OF THIS PROJECT. VERIFY ANY FINAL ROOM NUMBERING SYSTEM WITH THE OWNER PRIOR TO MAKING FINAL MARKS OR SCHEDULES RELATED TO ROOM NUMBERS. F. PATCH AND REPAIR ANY SURFACE OR OTHER ITEM DAMAGED BY OR INVOLVED IN CONSTRUCTION ACTIVITIES TO "AS NEW". REFER TO ENGINEERING DRAWINGS FOR P / M / E WORK THAT MAY REQUIRE PATCHING BY GENERAL TRADES CONTRACTOR. G. AREAS SHADED ARE EXISTING TO REMAIN. H. ALL NEW BLOCKING TO BE DOCUMENTED PER GENERAL NOTES AND PROJECT MANUAL. I. TYPICAL HEIGHT OF ELEMENTS ARE: a. ACOUSTICAL CEILINGS ON LEVEL 1 TO BE AT 8'-0" U.N.O. b. ACOUSTICAL CEILINGS ON LEVEL 2 TO BE AT 9'-0" U.N.O. c. SOFFITS ABOVE CABINETS TO BE AT 7'-2" ABOVE FINISHED FLOOR U.N.O. REFER TO THE ELECTRICAL LIGHTING PLANS FOR COMPLETE INFORMATION ON THE TYPE AND LOCATION OF ALL LIGHT FIXTURES, EXIT, DISCHARGE, AND EMERGENCY EGRESS FIXTURES. ACOUSTIC CEILING TILE & GRID GYPSUM BOARD CEILING 2x2 LAY-IN LIGHT FIXTURE 2x4 LAY-IN LIGHT FIXTURE CEILING MOUNTED EXIT SIGN RETURN AIR GRILLE SUPPLY AIR DIFFUSER RECESSED CAN LIGHT FIXTURE DIRECT/INDIRECT LIGHT FIXTURE LINEAR BOX LIGHT FIXTURE REFLECTED CEILING PLAN LEGEND PENDANT LIGHT FIXTURE WALL SCONCE C SECURITY CAMERA O O V OXYGEN OXYGEN / VACUUM EXISTING SPACE TO REMAIN. FUTURE SPACE AREA OF WORK PLAN KEY © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 SECOND FLOOR RCP - AREA B 04 MARCH 2022 A3.20BMEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION1/4" = 1'-0"A3.20B 1 2nd floor rcp - area B A B CDE REFLECTED CEILING GENERAL NOTES CODED NOTES - REFLECTED CEILING PLAN 302 ALIGN ELEMENTS. 303 GYPSUM BOARD SOFFIT. 304 GYPSUM BOARD BULKHEAD @ 7'-2"A.F.F.U.N.O. 305 EXISTING GRID TO REMAIN AND BE PAINTED. REPLACE TILE 306 I.V. TRACKS. SEE A8 SERIES FOR DETAILS. 307 DIMMABLE CAN LIGHT. 309 NO CEILING. OPEN TO STRUCTURE ABOVE. 310 LIGHTING LAYOUT TO REMAIN. FIXTURES TO BE REPLACED 311 1 HOUR RATED GWB CEILING (UL DESIGN: I504). SEE DETAIL 8/A8.02. 312 1 HOUR RATED COILING DOOR KEY PLAN RR 220T MARKETING CLOSET 218 CAT I-131 ANTE RM 219 CAT I-131 219A CLINCAL MANAGERS 217 OFFICE 216 OFFICE 215 WORK STATIONS 214 CORRIDOR X230 COMMUNICATIONS 211 OFFICE 212 OFFICE 213OVA.C.T. 2x4 9' -0" A.C.T. 2x4 9' -0" A.C.T. 2x4 9' -0" A.C.T. 2x4 9' -0" A.C.T. 2x4 9' -0" A.C.T. 2x4 9' -0" A.C.T. 2x4 9' -0" A.C.T. 2x2 9' -0" A.C.T. 2x4 9' -0" A.C.T. 2x4 9' -0" A.C.T. 2x4 9' -0" A.C.T. 2x4 9' -0" 8' -10" 302 8' -10"302302 302 303 303 A.C.T. 2x4 9' -0" A.C.T. 2x4 9' -0"A3.20DA3.20DO A. SEE SHEET A0.02 FOR WALL TYPES. ALL INTERIOR PARTITION WALLS ARE FULL HEIGHT, TYPE S3J, U.N.O. B. SEE ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION REGARDING CEILING MOUNTED DEVICES. COORDINATE WITH ARCHITECTURAL CEILING PLAN FOR LAYOUT OF ANY DEVICES NOT SHOWN HERE. VERIFY WITH ARCHITECT IF DISCREPANCIES EXIST. C. CENTER NEW CEILING GRID IN ROOMS, UNLESS CALLED OUT OTHERWISE, TYP. D. SEE SHEET SERIES A8 FOR SOFFIT COLOR DESIGNATIONS AND FINISH INFORMATION. E. ROOM NUMBERS USED HERE ARE FOR THE PURPOSES OF THIS PROJECT. VERIFY ANY FINAL ROOM NUMBERING SYSTEM WITH THE OWNER PRIOR TO MAKING FINAL MARKS OR SCHEDULES RELATED TO ROOM NUMBERS. F. PATCH AND REPAIR ANY SURFACE OR OTHER ITEM DAMAGED BY OR INVOLVED IN CONSTRUCTION ACTIVITIES TO "AS NEW". REFER TO ENGINEERING DRAWINGS FOR P / M / E WORK THAT MAY REQUIRE PATCHING BY GENERAL TRADES CONTRACTOR. G. AREAS SHADED ARE EXISTING TO REMAIN. H. ALL NEW BLOCKING TO BE DOCUMENTED PER GENERAL NOTES AND PROJECT MANUAL. I. TYPICAL HEIGHT OF ELEMENTS ARE: a. ACOUSTICAL CEILINGS ON LEVEL 1 TO BE AT 8'-0" U.N.O. b. ACOUSTICAL CEILINGS ON LEVEL 2 TO BE AT 9'-0" U.N.O. c. SOFFITS ABOVE CABINETS TO BE AT 7'-2" ABOVE FINISHED FLOOR U.N.O. REFER TO THE ELECTRICAL LIGHTING PLANS FOR COMPLETE INFORMATION ON THE TYPE AND LOCATION OF ALL LIGHT FIXTURES, EXIT, DISCHARGE, AND EMERGENCY EGRESS FIXTURES. ACOUSTIC CEILING TILE & GRID GYPSUM BOARD CEILING 2x2 LAY-IN LIGHT FIXTURE 2x4 LAY-IN LIGHT FIXTURE CEILING MOUNTED EXIT SIGN RETURN AIR GRILLE SUPPLY AIR DIFFUSER RECESSED CAN LIGHT FIXTURE DIRECT/INDIRECT LIGHT FIXTURE LINEAR BOX LIGHT FIXTURE REFLECTED CEILING PLAN LEGEND PENDANT LIGHT FIXTURE WALL SCONCE C SECURITY CAMERA O O V OXYGEN OXYGEN / VACUUM EXISTING SPACE TO REMAIN. FUTURE SPACE AREA OF WORK PLAN KEY © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 SECOND FLOOR RCP - AREA C 04 MARCH 2022 A3.20CMEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION1/4" = 1'-0"A3.20C 1 2nd floor rcp - area C A B CDE REFLECTED CEILING GENERAL NOTES CODED NOTES - REFLECTED CEILING PLAN 302 ALIGN ELEMENTS. 303 GYPSUM BOARD SOFFIT. 304 GYPSUM BOARD BULKHEAD @ 7'-2"A.F.F.U.N.O. 305 EXISTING GRID TO REMAIN AND BE PAINTED. REPLACE TILE 306 I.V. TRACKS. SEE A8 SERIES FOR DETAILS. 307 DIMMABLE CAN LIGHT. 309 NO CEILING. OPEN TO STRUCTURE ABOVE. 310 LIGHTING LAYOUT TO REMAIN. FIXTURES TO BE REPLACED 311 1 HOUR RATED GWB CEILING (UL DESIGN: I504). SEE DETAIL 8/A8.02. 312 1 HOUR RATED COILING DOOR KEY PLAN CENTRAL SUPPLY 223 ELEVATOR CHASE 00 STAIR PRIVATE WORK 221A DENTISTRY 221 O V O V O V O V O CORRIDOR X240 DENTISTRY WK RM 221B A.C.T. 2x4 9' -0"A.C.T. 2x4 9' -0" A.C.T. 2x4 9' -0" A.C.T. 2x4 9' -0" 9' -0" A.C.T. 2x4 9' -0" A.C.T. 2x2 9' -0" A.C.T. 2x2 9' -0" A.C.T. 2x4 9' -0"A3.20EA3.20EA3.20CA3.20CA3.10AA3.10AJ.C. 222 3' - 6" 7' -2"3' - 6"311311 312 311311 A. SEE SHEET A0.02 FOR WALL TYPES. ALL INTERIOR PARTITION WALLS ARE FULL HEIGHT, TYPE S3J, U.N.O. B. SEE ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION REGARDING CEILING MOUNTED DEVICES. COORDINATE WITH ARCHITECTURAL CEILING PLAN FOR LAYOUT OF ANY DEVICES NOT SHOWN HERE. VERIFY WITH ARCHITECT IF DISCREPANCIES EXIST. C. CENTER NEW CEILING GRID IN ROOMS, UNLESS CALLED OUT OTHERWISE, TYP. D. SEE SHEET SERIES A8 FOR SOFFIT COLOR DESIGNATIONS AND FINISH INFORMATION. E. ROOM NUMBERS USED HERE ARE FOR THE PURPOSES OF THIS PROJECT. VERIFY ANY FINAL ROOM NUMBERING SYSTEM WITH THE OWNER PRIOR TO MAKING FINAL MARKS OR SCHEDULES RELATED TO ROOM NUMBERS. F. PATCH AND REPAIR ANY SURFACE OR OTHER ITEM DAMAGED BY OR INVOLVED IN CONSTRUCTION ACTIVITIES TO "AS NEW". REFER TO ENGINEERING DRAWINGS FOR P / M / E WORK THAT MAY REQUIRE PATCHING BY GENERAL TRADES CONTRACTOR. G. AREAS SHADED ARE EXISTING TO REMAIN. H. ALL NEW BLOCKING TO BE DOCUMENTED PER GENERAL NOTES AND PROJECT MANUAL. I. TYPICAL HEIGHT OF ELEMENTS ARE: a. ACOUSTICAL CEILINGS ON LEVEL 1 TO BE AT 8'-0" U.N.O. b. ACOUSTICAL CEILINGS ON LEVEL 2 TO BE AT 9'-0" U.N.O. c. SOFFITS ABOVE CABINETS TO BE AT 7'-2" ABOVE FINISHED FLOOR U.N.O. REFER TO THE ELECTRICAL LIGHTING PLANS FOR COMPLETE INFORMATION ON THE TYPE AND LOCATION OF ALL LIGHT FIXTURES, EXIT, DISCHARGE, AND EMERGENCY EGRESS FIXTURES. ACOUSTIC CEILING TILE & GRID GYPSUM BOARD CEILING 2x2 LAY-IN LIGHT FIXTURE 2x4 LAY-IN LIGHT FIXTURE CEILING MOUNTED EXIT SIGN RETURN AIR GRILLE SUPPLY AIR DIFFUSER RECESSED CAN LIGHT FIXTURE DIRECT/INDIRECT LIGHT FIXTURE LINEAR BOX LIGHT FIXTURE REFLECTED CEILING PLAN LEGEND PENDANT LIGHT FIXTURE WALL SCONCE C SECURITY CAMERA O O V OXYGEN OXYGEN / VACUUM EXISTING SPACE TO REMAIN. FUTURE SPACE AREA OF WORK PLAN KEY © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 SECOND FLOOR RCP - AREA D 04 MARCH 2022 A3.20DMEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION1/4" = 1'-0"A3.20D 1 2nd floor rcp - area D A B CDE REFLECTED CEILING GENERAL NOTES CODED NOTES - REFLECTED CEILING PLAN 302 ALIGN ELEMENTS. 303 GYPSUM BOARD SOFFIT. 304 GYPSUM BOARD BULKHEAD @ 7'-2"A.F.F.U.N.O. 305 EXISTING GRID TO REMAIN AND BE PAINTED. REPLACE TILE 306 I.V. TRACKS. SEE A8 SERIES FOR DETAILS. 307 DIMMABLE CAN LIGHT. 309 NO CEILING. OPEN TO STRUCTURE ABOVE. 310 LIGHTING LAYOUT TO REMAIN. FIXTURES TO BE REPLACED 311 1 HOUR RATED GWB CEILING (UL DESIGN: I504). SEE DETAIL 8/A8.02. 312 1 HOUR RATED COILING DOOR KEY PLAN KITCHENETTE 231 MOTHERS ROOM 225 IT 226 RR 228T RR 227T WELLNESS 229 A.C.T. 2x4 9' -0" A.C.T. 2x4 9' -0" A.C.T. 2x4 9' -0" A.C.T. 2x4 9' -0" A.C.T. 2x4 9' -0" A.C.T. 2x2 9' -0" A.C.T. 2x2 9' -0" A.C.T. 2x4 9' -0" A.C.T. 2x4 9' -0" BREAK ROOM 230 LOCKER ROOM 224 CORRIDOR X250 A3.20DA3.20DCONFERENCE ROOM 232A.C.T. 2x4 9' -0" A.C.T. 2x4 9' -0" 7' -2" 7' -2" A. SEE SHEET A0.02 FOR WALL TYPES. ALL INTERIOR PARTITION WALLS ARE FULL HEIGHT, TYPE S3J, U.N.O. B. SEE ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION REGARDING CEILING MOUNTED DEVICES. COORDINATE WITH ARCHITECTURAL CEILING PLAN FOR LAYOUT OF ANY DEVICES NOT SHOWN HERE. VERIFY WITH ARCHITECT IF DISCREPANCIES EXIST. C. CENTER NEW CEILING GRID IN ROOMS, UNLESS CALLED OUT OTHERWISE, TYP. D. SEE SHEET SERIES A8 FOR SOFFIT COLOR DESIGNATIONS AND FINISH INFORMATION. E. ROOM NUMBERS USED HERE ARE FOR THE PURPOSES OF THIS PROJECT. VERIFY ANY FINAL ROOM NUMBERING SYSTEM WITH THE OWNER PRIOR TO MAKING FINAL MARKS OR SCHEDULES RELATED TO ROOM NUMBERS. F. PATCH AND REPAIR ANY SURFACE OR OTHER ITEM DAMAGED BY OR INVOLVED IN CONSTRUCTION ACTIVITIES TO "AS NEW". REFER TO ENGINEERING DRAWINGS FOR P / M / E WORK THAT MAY REQUIRE PATCHING BY GENERAL TRADES CONTRACTOR. G. AREAS SHADED ARE EXISTING TO REMAIN. H. ALL NEW BLOCKING TO BE DOCUMENTED PER GENERAL NOTES AND PROJECT MANUAL. I. TYPICAL HEIGHT OF ELEMENTS ARE: a. ACOUSTICAL CEILINGS ON LEVEL 1 TO BE AT 8'-0" U.N.O. b. ACOUSTICAL CEILINGS ON LEVEL 2 TO BE AT 9'-0" U.N.O. c. SOFFITS ABOVE CABINETS TO BE AT 7'-2" ABOVE FINISHED FLOOR U.N.O. REFER TO THE ELECTRICAL LIGHTING PLANS FOR COMPLETE INFORMATION ON THE TYPE AND LOCATION OF ALL LIGHT FIXTURES, EXIT, DISCHARGE, AND EMERGENCY EGRESS FIXTURES. ACOUSTIC CEILING TILE & GRID GYPSUM BOARD CEILING 2x2 LAY-IN LIGHT FIXTURE 2x4 LAY-IN LIGHT FIXTURE CEILING MOUNTED EXIT SIGN RETURN AIR GRILLE SUPPLY AIR DIFFUSER RECESSED CAN LIGHT FIXTURE DIRECT/INDIRECT LIGHT FIXTURE LINEAR BOX LIGHT FIXTURE REFLECTED CEILING PLAN LEGEND PENDANT LIGHT FIXTURE WALL SCONCE C SECURITY CAMERA O O V OXYGEN OXYGEN / VACUUM EXISTING SPACE TO REMAIN. FUTURE SPACE AREA OF WORK PLAN KEY © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 SECOND FLOOR RCP - AREA E 04 MARCH 2022 A3.20EMEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION1/4" = 1'-0"A3.20E 1 2nd floor rcp - area E A B CDE REFLECTED CEILING GENERAL NOTES CODED NOTES - REFLECTED CEILING PLAN 302 ALIGN ELEMENTS. 303 GYPSUM BOARD SOFFIT. 304 GYPSUM BOARD BULKHEAD @ 7'-2"A.F.F.U.N.O. 305 EXISTING GRID TO REMAIN AND BE PAINTED. REPLACE TILE 306 I.V. TRACKS. SEE A8 SERIES FOR DETAILS. 307 DIMMABLE CAN LIGHT. 309 NO CEILING. OPEN TO STRUCTURE ABOVE. 310 LIGHTING LAYOUT TO REMAIN. FIXTURES TO BE REPLACED 311 1 HOUR RATED GWB CEILING (UL DESIGN: I504). SEE DETAIL 8/A8.02. 312 1 HOUR RATED COILING DOOR KEY PLAN UP 3 A7.03 1 A7.02 SHELL REHAB 146 NEURO SHELL SPACE 144 ULTRASOUND 145 CORRIDOR X150 EX MRI CASSETTE 151 ELECT. 150 RECEIVING / MORGUE 149 READING RM 148 SHELLED CT 152A RAD. TECH WORK AREA 152 EXAM 13 133 EXAM 10 130 EXAM 11 131 EXAM 12 132 GRIEF 137 CORRIDOR X110 CORRIDOR X140 EXAM 14 134 EXAM 9 129 EXAM 8 128 EXAM 7 127 EXAM 15 136 GRIEF 138 EXAM 6 126 EXAM 2 122 EXAM 3 123 EXAM 4 124 EXAM 5 125 CORRIDOR X120 RR 106T TRIAGE 107A EXAM 1 121 MEP 135 EX MEP 120 RR 114T JAN. 107D XRAY 113 PROCEDURE ROOM 107C ER/TRIAGE 107 TRAUMA 108 PHARMACY 109 CAT WARD 110 ISOLATION 111B ANTE 111A ISOLATION 111 ICU 112 CLINCAL TEAM 107B WARD 115 BARKING ROOM 115A LAUNDRY 116 ONCOLOGY SHELL SPACE 117 CARDIOLOGY 118 ECHO 118C RR 119T ELEVATOR 0000 RR 139TSTAIR S100 DOCTORS OFFICE 142 RR 140T SURGERY RECEIVING 141ENDOSCOPY 143A INTERNAL MEDICINE 143 I.M. PRIVATE WORK 143B VESTIBULE 100 EX STAIR S101 RR 105T WAITING ROOM 101 1 A7.03 MECH 116A RR 147T CAT-FRIENDLY WAITING 103 JC 111C WORK RM 118A PRIVATE WK RM 118B SURG RECEIVING WK RM 141A CORRIDOR X130 NEW GENERATOR / ENCLOSURE PET RELIEF AREA ISOLATION PET RELIEF AREA RECEPTION 102 A. SHEET FOR REFERENCE ONLY. PLANS TO BE FINALIZED AFTER FFE FINAL SELECTIONS ARE MADE. B. EQUIPMENT SHOWN IS FOR DESIGN INTENT REFERENCE ONLY. C. ALL NOTED FURNITURE IS OWNER FURNISHED, OWNER INSTALLED (OFOI). REFER TO FURNITURE SCHEDULE FOR FURNITURE TYPE. D. SEE SHEET SERIES A2 FOR PLAN INFORMATION. E. SEE SHEET SERIES A3 FOR CEILING HEIGHTS. F. SEE SHEET SERIES A8 FOR FLOOR PATTERN PLAN AND FINISH INFORMATION. G. ROOM NUMBERS USED HERE ARE FOR THE PURPOSES OF THIS PROJECT. VERIFY ANY FINAL ROOM NUMBERING SYSTEM WITH THE OWNER PRIOR TO MAKING FINAL MARKS OR SCHEDULES RELATED TO ROOM NUMBERS. H. AREAS SHADED ARE EXISTING TO REMAIN. I. ALL NEW BLOCKING TO BE DOCUMENTED PER GENERAL NOTES AND PROJECT MANUAL. EXISTING SPACE TO REMAIN. FUTURE SPACE AREA OF WORK PLAN KEY © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 OVERALL FIRST FLOOR EQUIPMENT PLAN 04 MARCH 2022 A4.10MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION3/32" = 1'-0"A4.10 1 overall first floor plan KEY PLAN A BCD EQUIPMENT GENERAL NOTES CODED NOTES - EQUIPMENT PLAN 401 FURNITURE, OFCI. 402 SEE EXAM 14, FOR TYPICAL EQUIPMENT INFORMATION. NOTE EXAM TABLES LISTED PER ROOM. 403 DOUBLE TEAR LOCKERS, OFCI. EQUIPMENT SCHEDULE Equipment Number Equipment Name E01 WALL MOUNTED MONITOR E03 REFRIGERATOR, ADA UNDER COUNTER E03A REFRIGERATOR, FULL SIZE E04 VENDING MACHINE E05 COFFEE MACHINE E06 LABEL MAKER E07 PRINTER E08 COMPUTER E09A PAPER TOWEL DISPENSER, WALL MOUNTED E10A SOAP DISPENSER, WALL MOUNTED E11 EXAM TABLE, WALL MOUNTED FOLD UP TABLE, SS E11C EXAM TABLE, FIXED HEIGHT PREP E13 LOCKING NARCOTICS CABINET E15 MICROSCOPE E16 ECHO MACHINE E17 EXAM TABLE, LIFT E18 EKG/ECG/STRESS TESTING SYSTEM E19 CENTRIFUGE E20 TELEMETRY E22 SCALE, LARGE PLATFORM E23 EXAM LIGHT, CEILING MOUNTED E23A DUAL EXAM LIGHT, CEILING MOUNTED E25A FREEZER, LAB E28 CRASH CART E29 PPE CABINET E31 LIFT TRANSPORT TABLE E32 KENNEL, CAGES E32B KENNEL RUN E34 WATER COOLER E36 POSTAGE MACHINE E40 CAT CONDOS E41 SNYDER ICU CAGE E42 WET TREATMENT TABLE E42A WET TREATMENT TABLE, DEEP E42B WET TREATMENT TABLE (4' LONG) E43 GROOMING TABLE E45 X-RAY E45A X-RAY, APRON RACK E46 ULTRASOUND MACHINE E50 IDEXX ANALYZER E51 IDEXX ANALYZER E52 IDEXX PROCYTE E53 CHEMISTRY ANALYZER E54 FLUID WARMER CABINET/CART E55 AUTOCLAVE E55B AUTOCLAVE E56 ULTRASONIC CLEANER E57 GAS STERILIZERS E58 COMMERCIAL WASHER E58A WASHER E59 COMMERCIAL DRYER E59A DRYER E61 MICROWAVE E64 IDEXX VET LAB STATION E65 MOBILE WORKSTATION E66 PEDIATRIC CRIB CTRETCHER E67 MAYO STAND E70 O.R. TABLE E71 VENTILATER CART E72 ANESTHESIA MACHINE AND MONITORS E73 ELECTROSURGICAL GENERATOR E74 HEART MONITOR E75 ENDOSCOPY TOWER E76 DIGITAL CYTOLOGY E77 SEDIVUE DX E79A INSTRUMENT TABLE E85 FLUOROSCOPY E89 WATER DISTILLER E91 BLOOD ROCKER E98 WALL MOUNTED X-RAY UNIT E102 PROCESSOR E121 VACUUM, CENTRAL SYSTEM FOR PATIENT HAIR E123 CASH DRAWER E126 DISHWASHER E127A SCOPE CABINET E128 LEAD LINED DECAY CABINET E129 WASTE CABINET E131 SAFE UP x1 x5x6x6.5x7x8x10x11 x5.5 WAITING ROOM 101 EX STAIR S101 RR 105T VESTIBULE 100 CAT-FRIENDLY WAITING 103 A9.01 1 A9.01 2 3 A9.01 4 A9.016 A9.01 7 xA xB xC xD A9.01 8 A9.01 9 E05 E34 E04 RECEPTION 102 E08 E08 E08 E08E123 E07 E06 E08 E08 E131 E07 E01 E03 E09A E10A E36 E22 401 401 401 401 401 401 401 401 401401 401 401 401 401 401401 401 401401 401 401 401 401 401 x2 A4.10BA4.10BA4.10CA4.10CA5.01 2A5.015 A5.01 4 A5.013 A9.015 A10.02 10 XA7.10 1 A. SHEET FOR REFERENCE ONLY. PLANS TO BE FINALIZED AFTER FFE FINAL SELECTIONS ARE MADE. B. EQUIPMENT SHOWN IS FOR DESIGN INTENT REFERENCE ONLY. C. ALL NOTED FURNITURE IS OWNER FURNISHED, OWNER INSTALLED (OFOI). REFER TO FURNITURE SCHEDULE FOR FURNITURE TYPE. D. SEE SHEET SERIES A2 FOR PLAN INFORMATION. E. SEE SHEET SERIES A3 FOR CEILING HEIGHTS. F. SEE SHEET SERIES A8 FOR FLOOR PATTERN PLAN AND FINISH INFORMATION. G. ROOM NUMBERS USED HERE ARE FOR THE PURPOSES OF THIS PROJECT. VERIFY ANY FINAL ROOM NUMBERING SYSTEM WITH THE OWNER PRIOR TO MAKING FINAL MARKS OR SCHEDULES RELATED TO ROOM NUMBERS. H. AREAS SHADED ARE EXISTING TO REMAIN. I. ALL NEW BLOCKING TO BE DOCUMENTED PER GENERAL NOTES AND PROJECT MANUAL. EXISTING SPACE TO REMAIN. FUTURE SPACE AREA OF WORK PLAN KEY © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 FIRST FLOOR EQUIPMENT PLAN - AREA A 04 MARCH 2022 A4.10AMEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONKEY PLAN A BCD 1/4" = 1'-0"A4.10A 1 first floor equipment plan - area A EQUIPMENT GENERAL NOTES CODED NOTES - EQUIPMENT PLAN 401 FURNITURE, OFCI. 402 SEE EXAM 14, FOR TYPICAL EQUIPMENT INFORMATION. NOTE EXAM TABLES LISTED PER ROOM. 403 DOUBLE TEAR LOCKERS, OFCI. EQUIPMENT SCHEDULE Equipment Number Equipment Name E01 WALL MOUNTED MONITOR E03 REFRIGERATOR, ADA UNDER COUNTER E03A REFRIGERATOR, FULL SIZE E04 VENDING MACHINE E05 COFFEE MACHINE E06 LABEL MAKER E07 PRINTER E08 COMPUTER E09A PAPER TOWEL DISPENSER, WALL MOUNTED E10A SOAP DISPENSER, WALL MOUNTED E11 EXAM TABLE, WALL MOUNTED FOLD UP TABLE, SS E11C EXAM TABLE, FIXED HEIGHT PREP E13 LOCKING NARCOTICS CABINET E15 MICROSCOPE E16 ECHO MACHINE E17 EXAM TABLE, LIFT E18 EKG/ECG/STRESS TESTING SYSTEM E19 CENTRIFUGE E20 TELEMETRY E22 SCALE, LARGE PLATFORM E23 EXAM LIGHT, CEILING MOUNTED E23A DUAL EXAM LIGHT, CEILING MOUNTED E25A FREEZER, LAB E28 CRASH CART E29 PPE CABINET E31 LIFT TRANSPORT TABLE E32 KENNEL, CAGES E32B KENNEL RUN E34 WATER COOLER E36 POSTAGE MACHINE E40 CAT CONDOS E41 SNYDER ICU CAGE E42 WET TREATMENT TABLE E42A WET TREATMENT TABLE, DEEP E42B WET TREATMENT TABLE (4' LONG) E43 GROOMING TABLE E45 X-RAY E45A X-RAY, APRON RACK E46 ULTRASOUND MACHINE E50 IDEXX ANALYZER E51 IDEXX ANALYZER E52 IDEXX PROCYTE E53 CHEMISTRY ANALYZER E54 FLUID WARMER CABINET/CART E55 AUTOCLAVE E55B AUTOCLAVE E56 ULTRASONIC CLEANER E57 GAS STERILIZERS E58 COMMERCIAL WASHER E58A WASHER E59 COMMERCIAL DRYER E59A DRYER E61 MICROWAVE E64 IDEXX VET LAB STATION E65 MOBILE WORKSTATION E66 PEDIATRIC CRIB CTRETCHER E67 MAYO STAND E70 O.R. TABLE E71 VENTILATER CART E72 ANESTHESIA MACHINE AND MONITORS E73 ELECTROSURGICAL GENERATOR E74 HEART MONITOR E75 ENDOSCOPY TOWER E76 DIGITAL CYTOLOGY E77 SEDIVUE DX E79A INSTRUMENT TABLE E85 FLUOROSCOPY E89 WATER DISTILLER E91 BLOOD ROCKER E98 WALL MOUNTED X-RAY UNIT E102 PROCESSOR E121 VACUUM, CENTRAL SYSTEM FOR PATIENT HAIR E123 CASH DRAWER E126 DISHWASHER E127A SCOPE CABINET E128 LEAD LINED DECAY CABINET E129 WASTE CABINET E131 SAFE x1 8765 D A C B x4 x3x5.5 A9.028 A9.033 2 ER/TRIAGE 107 PHARMACY 109 CAT WARD 110 TRAUMA 108TRIAGE 107A ISOLATION 111B ISOLATION 111 ANTE 111A ICU 112 CLINCAL TEAM 107B PROCEDURE ROOM 107C XRAY 113 JAN. 107D RR 114T EX MEP 120 EXAM 1 121 MEP 135 RR 106T CORRIDOR X150 CARDIOLOGY 118 ECHO 118C ONCOLOGY SHELL SPACE 117 LAUNDRY 116 WARD 115 BARKING ROOM 115A A9.024 A9.039 A9.052 LEASH TIE LEASH TIE A9.03 1 A9.03 7A9.021 A9.044 LEASH TIE A9.05 8 A9.04 10 26 27 2825 xD xE xFA9.053 A9.05 1 A9.05 5 A9.048 A9.023 A9.02 2 LEASH TIE LEASH TIE LEASH TIE A9.04 A9.02 7 A9.035 A9.03 4 1 A9.0423 A9.04 5A9.046 A9.04 7 10A9.025 A9.026 E13 E03A E09A E10A E06 E06E07 A9.01 8 E31 E09A E10A E23 E23 E11 A9.06 1 A9.06 2 A9.057A9.059 E65 E23 E09AE10A E32 E32 E40E40 E32 A9.03 6 E32 A9.03 8 E09AE10A E32 E32E41 E08 E06 E07 E08 E17 E66 E23 E23 E23 E11C E42 E23 E08 E08 E08 E06 E07 E08 E08 E23 E23 E23 E23 E23 E23 E11C E42A E17 E42A E17 E11C E28 E46 E10A E09A E31 E10A E09A E22 E08E08 E08 E06 E07 E08E08 E64 E09A E10A E45 E01 E05 E04E34 E08 E08 E20 E08 E08 E08 E06 E07 E01 E18 E16 E17 E11 E11 E23 E23 E08 E08 E01 E01 E10A E09A 401 E29 E09A E10A 401 E32B E42B E23 E59A E58A ABOVE E03 E13 E20 E09A E10A E28 E11C E41 E32 E32 E32 E32 E43 E32E32E32E32E32E32 E03A HALF RUN E32 E32 E41 E72 E72 E126 E03 E61 E23 E10A E09A E09A E10A E17 E11C E23 E23 E23 E23 E42 E11C E01 E06 E13 E08 E08 E07 E10A E09A E32 E32 E32 E32 E84 E84 E84 9 A9.04 9 E08 401A4.10AA4.10A A4.10C A4.10C401 A9.054 E03 E65 E11 401 E09A E10A E32 401 E19 E76 E19 E53 E52 E77 E51 E91 E50 E15 E28 E03 Y Z MECH 116A E08 E-01 401 DRYER ROOM 116B 6 E59 E59 E58 E58 E08 E13 E10A E09A E03 A. SHEET FOR REFERENCE ONLY. PLANS TO BE FINALIZED AFTER FFE FINAL SELECTIONS ARE MADE. B. EQUIPMENT SHOWN IS FOR DESIGN INTENT REFERENCE ONLY. C. ALL NOTED FURNITURE IS OWNER FURNISHED, OWNER INSTALLED (OFOI). REFER TO FURNITURE SCHEDULE FOR FURNITURE TYPE. D. SEE SHEET SERIES A2 FOR PLAN INFORMATION. E. SEE SHEET SERIES A3 FOR CEILING HEIGHTS. F. SEE SHEET SERIES A8 FOR FLOOR PATTERN PLAN AND FINISH INFORMATION. G. ROOM NUMBERS USED HERE ARE FOR THE PURPOSES OF THIS PROJECT. VERIFY ANY FINAL ROOM NUMBERING SYSTEM WITH THE OWNER PRIOR TO MAKING FINAL MARKS OR SCHEDULES RELATED TO ROOM NUMBERS. H. AREAS SHADED ARE EXISTING TO REMAIN. I. ALL NEW BLOCKING TO BE DOCUMENTED PER GENERAL NOTES AND PROJECT MANUAL. EXISTING SPACE TO REMAIN. FUTURE SPACE AREA OF WORK PLAN KEY © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 FIRST FLOOR EQUIPMENT PLAN - AREA B 04 MARCH 2022 A4.10BMEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION1/4" = 1'-0"A4.10B 1 first floor equipment plan - area B KEY PLAN A BCD EQUIPMENT GENERAL NOTES CODED NOTES - EQUIPMENT PLAN 401 FURNITURE, OFCI. 402 SEE EXAM 14, FOR TYPICAL EQUIPMENT INFORMATION. NOTE EXAM TABLES LISTED PER ROOM. 403 DOUBLE TEAR LOCKERS, OFCI. EQUIPMENT SCHEDULE Equipment Number Equipment Name E01 WALL MOUNTED MONITOR E03 REFRIGERATOR, ADA UNDER COUNTER E03A REFRIGERATOR, FULL SIZE E04 VENDING MACHINE E05 COFFEE MACHINE E06 LABEL MAKER E07 PRINTER E08 COMPUTER E09A PAPER TOWEL DISPENSER, WALL MOUNTED E10A SOAP DISPENSER, WALL MOUNTED E11 EXAM TABLE, WALL MOUNTED FOLD UP TABLE, SS E11C EXAM TABLE, FIXED HEIGHT PREP E13 LOCKING NARCOTICS CABINET E15 MICROSCOPE E16 ECHO MACHINE E17 EXAM TABLE, LIFT E18 EKG/ECG/STRESS TESTING SYSTEM E19 CENTRIFUGE E20 TELEMETRY E22 SCALE, LARGE PLATFORM E23 EXAM LIGHT, CEILING MOUNTED E23A DUAL EXAM LIGHT, CEILING MOUNTED E25A FREEZER, LAB E28 CRASH CART E29 PPE CABINET E31 LIFT TRANSPORT TABLE E32 KENNEL, CAGES E32B KENNEL RUN E34 WATER COOLER E36 POSTAGE MACHINE E40 CAT CONDOS E41 SNYDER ICU CAGE E42 WET TREATMENT TABLE E42A WET TREATMENT TABLE, DEEP E42B WET TREATMENT TABLE (4' LONG) E43 GROOMING TABLE E45 X-RAY E45A X-RAY, APRON RACK E46 ULTRASOUND MACHINE E50 IDEXX ANALYZER E51 IDEXX ANALYZER E52 IDEXX PROCYTE E53 CHEMISTRY ANALYZER E54 FLUID WARMER CABINET/CART E55 AUTOCLAVE E55B AUTOCLAVE E56 ULTRASONIC CLEANER E57 GAS STERILIZERS E58 COMMERCIAL WASHER E58A WASHER E59 COMMERCIAL DRYER E59A DRYER E61 MICROWAVE E64 IDEXX VET LAB STATION E65 MOBILE WORKSTATION E66 PEDIATRIC CRIB CTRETCHER E67 MAYO STAND E70 O.R. TABLE E71 VENTILATER CART E72 ANESTHESIA MACHINE AND MONITORS E73 ELECTROSURGICAL GENERATOR E74 HEART MONITOR E75 ENDOSCOPY TOWER E76 DIGITAL CYTOLOGY E77 SEDIVUE DX E79A INSTRUMENT TABLE E85 FLUOROSCOPY E89 WATER DISTILLER E91 BLOOD ROCKER E98 WALL MOUNTED X-RAY UNIT E102 PROCESSOR E121 VACUUM, CENTRAL SYSTEM FOR PATIENT HAIR E123 CASH DRAWER E126 DISHWASHER E127A SCOPE CABINET E128 LEAD LINED DECAY CABINET E129 WASTE CABINET E131 SAFE x7x9x12 543 D A C B x11 INTERNAL MEDICINE 143 ENDOSCOPY 143A DOCTORS OFFICE 142 I.M. PRIVATE WORK 143B SURGERY RECEIVING 141 RR 140T STAIR S100 ELEVATOR 0000 RR 139T CORRIDOR X150 RAD. TECH WORK AREA 152 SHELLED CT 152A EXAM 12 132 EXAM 11 131 EXAM 10 130 EXAM 13 133 EXAM 14 134 EXAM 9 129 EXAM 8 128 EXAM 5 125 EXAM 4 124EXAM 7 127 EXAM 15 136 EXAM 3 123 EXAM 6 126 EXAM 2 122 GRIEF 138 GRIEF 137 CORRIDOR X110 CORRIDOR X130 CORRIDOR X120 A9.07 7 A9.081 A9.07 6 A9.07 1 A9.07 3 A9.07 2 A9.075 A9.07 4 A9.067 A9.06 6 A9.06 5 A9.06 4 A9.06 3 A9.08 7 21 22 24 262023 25 xD xE xF A9.01 9 A9.059 E11 E11 E23 E23 E23 E11 E08 E08 E08 E08 E06 E07 E08 E08 E08 E08 E10A E09A E75 EX E10A E09A E127A E06 E07 E08 E08 E08 E01 E01 E09A E10A E23 E11 E23 E11 E08 E08 E08 E08 E08 E08 E08 E07E06 E10A E09A E10A E09A E08 E08 E08 E08 E09A E16 E18 E11 E11 401 401 401401 401 401 E65 E11 401 SURG RECEIVING WK RM 141A E09A E10A E32 E23 E15 E32 E32 E01 E32 EXIST. EXIST. E09A E10A A4.10BA4.10B A4.10AA4.10AA4.10DA4.10DE65 401 E11 E65 401 E11 E65 401 E11 E65 401 E11 E65 E11 401 A9.08 6 A9.085 E65 E11 401 E65 E11 401 E65 E11 401 E65 E11 401 E65 E11 401 401 E11 401 402 A9.08 7 SIM A9.087 SIMY Z E09A E10A E65E65 E65 E11 E11 401 E07 401 A6.012 30" DEPP COUNTER 24" DEPP COUNTER24" DEPP COUNTER E07 A. SHEET FOR REFERENCE ONLY. PLANS TO BE FINALIZED AFTER FFE FINAL SELECTIONS ARE MADE. B. EQUIPMENT SHOWN IS FOR DESIGN INTENT REFERENCE ONLY. C. ALL NOTED FURNITURE IS OWNER FURNISHED, OWNER INSTALLED (OFOI). REFER TO FURNITURE SCHEDULE FOR FURNITURE TYPE. D. SEE SHEET SERIES A2 FOR PLAN INFORMATION. E. SEE SHEET SERIES A3 FOR CEILING HEIGHTS. F. SEE SHEET SERIES A8 FOR FLOOR PATTERN PLAN AND FINISH INFORMATION. G. ROOM NUMBERS USED HERE ARE FOR THE PURPOSES OF THIS PROJECT. VERIFY ANY FINAL ROOM NUMBERING SYSTEM WITH THE OWNER PRIOR TO MAKING FINAL MARKS OR SCHEDULES RELATED TO ROOM NUMBERS. H. AREAS SHADED ARE EXISTING TO REMAIN. I. ALL NEW BLOCKING TO BE DOCUMENTED PER GENERAL NOTES AND PROJECT MANUAL. EXISTING SPACE TO REMAIN. FUTURE SPACE AREA OF WORK PLAN KEY © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 FIRST FLOOR EQUIPMENT PLAN - AREA C 04 MARCH 2022 A4.10CMEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION1/4" = 1'-0"A4.10C 1 first floor equipment plan - area C KEY PLAN A BCD EQUIPMENT GENERAL NOTES CODED NOTES - EQUIPMENT PLAN 401 FURNITURE, OFCI. 402 SEE EXAM 14, FOR TYPICAL EQUIPMENT INFORMATION. NOTE EXAM TABLES LISTED PER ROOM. 403 DOUBLE TEAR LOCKERS, OFCI. EQUIPMENT SCHEDULE Equipment Number Equipment Name E01 WALL MOUNTED MONITOR E03 REFRIGERATOR, ADA UNDER COUNTER E03A REFRIGERATOR, FULL SIZE E04 VENDING MACHINE E05 COFFEE MACHINE E06 LABEL MAKER E07 PRINTER E08 COMPUTER E09A PAPER TOWEL DISPENSER, WALL MOUNTED E10A SOAP DISPENSER, WALL MOUNTED E11 EXAM TABLE, WALL MOUNTED FOLD UP TABLE, SS E11C EXAM TABLE, FIXED HEIGHT PREP E13 LOCKING NARCOTICS CABINET E15 MICROSCOPE E16 ECHO MACHINE E17 EXAM TABLE, LIFT E18 EKG/ECG/STRESS TESTING SYSTEM E19 CENTRIFUGE E20 TELEMETRY E22 SCALE, LARGE PLATFORM E23 EXAM LIGHT, CEILING MOUNTED E23A DUAL EXAM LIGHT, CEILING MOUNTED E25A FREEZER, LAB E28 CRASH CART E29 PPE CABINET E31 LIFT TRANSPORT TABLE E32 KENNEL, CAGES E32B KENNEL RUN E34 WATER COOLER E36 POSTAGE MACHINE E40 CAT CONDOS E41 SNYDER ICU CAGE E42 WET TREATMENT TABLE E42A WET TREATMENT TABLE, DEEP E42B WET TREATMENT TABLE (4' LONG) E43 GROOMING TABLE E45 X-RAY E45A X-RAY, APRON RACK E46 ULTRASOUND MACHINE E50 IDEXX ANALYZER E51 IDEXX ANALYZER E52 IDEXX PROCYTE E53 CHEMISTRY ANALYZER E54 FLUID WARMER CABINET/CART E55 AUTOCLAVE E55B AUTOCLAVE E56 ULTRASONIC CLEANER E57 GAS STERILIZERS E58 COMMERCIAL WASHER E58A WASHER E59 COMMERCIAL DRYER E59A DRYER E61 MICROWAVE E64 IDEXX VET LAB STATION E65 MOBILE WORKSTATION E66 PEDIATRIC CRIB CTRETCHER E67 MAYO STAND E70 O.R. TABLE E71 VENTILATER CART E72 ANESTHESIA MACHINE AND MONITORS E73 ELECTROSURGICAL GENERATOR E74 HEART MONITOR E75 ENDOSCOPY TOWER E76 DIGITAL CYTOLOGY E77 SEDIVUE DX E79A INSTRUMENT TABLE E85 FLUOROSCOPY E89 WATER DISTILLER E91 BLOOD ROCKER E98 WALL MOUNTED X-RAY UNIT E102 PROCESSOR E121 VACUUM, CENTRAL SYSTEM FOR PATIENT HAIR E123 CASH DRAWER E126 DISHWASHER E127A SCOPE CABINET E128 LEAD LINED DECAY CABINET E129 WASTE CABINET E131 SAFE 2 21 1 2.2 D F A C B E A9.08 2 EX MRI CASSETTE 151 ELECT. 150 RECEIVING / MORGUE 149 READING RM 148 CORRIDOR X150 SHELL REHAB 146 ULTRASOUND 145 NEURO SHELL SPACE 144 A9.08 4 3 E17 E46 E08 E06 E07 E08 E08 E07 E08 E25A ST-2 ST-2 ST-2 E25A E25A RR 147T E09A E10A A9.08 8 A4.10CA4.10CA6.023 A6.012 A. SHEET FOR REFERENCE ONLY. PLANS TO BE FINALIZED AFTER FFE FINAL SELECTIONS ARE MADE. B. EQUIPMENT SHOWN IS FOR DESIGN INTENT REFERENCE ONLY. C. ALL NOTED FURNITURE IS OWNER FURNISHED, OWNER INSTALLED (OFOI). REFER TO FURNITURE SCHEDULE FOR FURNITURE TYPE. D. SEE SHEET SERIES A2 FOR PLAN INFORMATION. E. SEE SHEET SERIES A3 FOR CEILING HEIGHTS. F. SEE SHEET SERIES A8 FOR FLOOR PATTERN PLAN AND FINISH INFORMATION. G. ROOM NUMBERS USED HERE ARE FOR THE PURPOSES OF THIS PROJECT. VERIFY ANY FINAL ROOM NUMBERING SYSTEM WITH THE OWNER PRIOR TO MAKING FINAL MARKS OR SCHEDULES RELATED TO ROOM NUMBERS. H. AREAS SHADED ARE EXISTING TO REMAIN. I. ALL NEW BLOCKING TO BE DOCUMENTED PER GENERAL NOTES AND PROJECT MANUAL. EXISTING SPACE TO REMAIN. FUTURE SPACE AREA OF WORK PLAN KEY © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 FIRST FLOOR EQUIPMENT PLAN - AREA D 04 MARCH 2022 A4.10DMEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION1/4" = 1'-0"A4.10D 1 first floor equipment plan - area D KEY PLAN A BCD EQUIPMENT GENERAL NOTES CODED NOTES - EQUIPMENT PLAN 401 FURNITURE, OFCI. 402 SEE EXAM 14, FOR TYPICAL EQUIPMENT INFORMATION. NOTE EXAM TABLES LISTED PER ROOM. 403 DOUBLE TEAR LOCKERS, OFCI. EQUIPMENT SCHEDULE Equipment Number Equipment Name E01 WALL MOUNTED MONITOR E03 REFRIGERATOR, ADA UNDER COUNTER E03A REFRIGERATOR, FULL SIZE E04 VENDING MACHINE E05 COFFEE MACHINE E06 LABEL MAKER E07 PRINTER E08 COMPUTER E09A PAPER TOWEL DISPENSER, WALL MOUNTED E10A SOAP DISPENSER, WALL MOUNTED E11 EXAM TABLE, WALL MOUNTED FOLD UP TABLE, SS E11C EXAM TABLE, FIXED HEIGHT PREP E13 LOCKING NARCOTICS CABINET E15 MICROSCOPE E16 ECHO MACHINE E17 EXAM TABLE, LIFT E18 EKG/ECG/STRESS TESTING SYSTEM E19 CENTRIFUGE E20 TELEMETRY E22 SCALE, LARGE PLATFORM E23 EXAM LIGHT, CEILING MOUNTED E23A DUAL EXAM LIGHT, CEILING MOUNTED E25A FREEZER, LAB E28 CRASH CART E29 PPE CABINET E31 LIFT TRANSPORT TABLE E32 KENNEL, CAGES E32B KENNEL RUN E34 WATER COOLER E36 POSTAGE MACHINE E40 CAT CONDOS E41 SNYDER ICU CAGE E42 WET TREATMENT TABLE E42A WET TREATMENT TABLE, DEEP E42B WET TREATMENT TABLE (4' LONG) E43 GROOMING TABLE E45 X-RAY E45A X-RAY, APRON RACK E46 ULTRASOUND MACHINE E50 IDEXX ANALYZER E51 IDEXX ANALYZER E52 IDEXX PROCYTE E53 CHEMISTRY ANALYZER E54 FLUID WARMER CABINET/CART E55 AUTOCLAVE E55B AUTOCLAVE E56 ULTRASONIC CLEANER E57 GAS STERILIZERS E58 COMMERCIAL WASHER E58A WASHER E59 COMMERCIAL DRYER E59A DRYER E61 MICROWAVE E64 IDEXX VET LAB STATION E65 MOBILE WORKSTATION E66 PEDIATRIC CRIB CTRETCHER E67 MAYO STAND E70 O.R. TABLE E71 VENTILATER CART E72 ANESTHESIA MACHINE AND MONITORS E73 ELECTROSURGICAL GENERATOR E74 HEART MONITOR E75 ENDOSCOPY TOWER E76 DIGITAL CYTOLOGY E77 SEDIVUE DX E79A INSTRUMENT TABLE E85 FLUOROSCOPY E89 WATER DISTILLER E91 BLOOD ROCKER E98 WALL MOUNTED X-RAY UNIT E102 PROCESSOR E121 VACUUM, CENTRAL SYSTEM FOR PATIENT HAIR E123 CASH DRAWER E126 DISHWASHER E127A SCOPE CABINET E128 LEAD LINED DECAY CABINET E129 WASTE CABINET E131 SAFE UP 3 A7.03 1 A7.02 OR 1 201 FLUOROSCOPY OR 206 DIRTY PROCEDURE 205 OR 4 204 OR 3 203 DIRTY STERILE PROCESSING 207A CORRIDOR X210 OFFICE 212 OFFICE 213 OFFICE 216 OFFICE 215 RR 220T CORRIDOR X230 CAT I-131 219A CLINCAL MANAGERS 217 WELLNESS 229 MOTHERS ROOM 225 IT 226 BREAK ROOM 230 RR 228T RR 227T XRAY 208 EX STAIR S201 STAIR S200 SURGERY SUITE 210 OPEN TO BELOW OR 2 202 KITCHENETTE 231 CENTRAL SUPPLY 223 ELEVATOR 000 WORK STATIONS 214 CORRIDOR X220 1 A7.03 CLEAN STERILE PROCESSING 207B DOCTORS 210B TEAM WORK ROOM 210A CORRIDOR X240CORRIDOR X250 COMMUNICATIONS 211 MARKETING CLOSET 218 DENTISTRY 221 DENTISTRY WK RM 221B PRIVATE WORK 221A CHASE 00 CAT I-131 ANTE RM 219 LOCKER ROOM 224 J.C. 222 A. SHEET FOR REFERENCE ONLY. PLANS TO BE FINALIZED AFTER FFE FINAL SELECTIONS ARE MADE. B. EQUIPMENT SHOWN IS FOR DESIGN INTENT REFERENCE ONLY. C. ALL NOTED FURNITURE IS OWNER FURNISHED, OWNER INSTALLED (OFOI). REFER TO FURNITURE SCHEDULE FOR FURNITURE TYPE. D. SEE SHEET SERIES A2 FOR PLAN INFORMATION. E. SEE SHEET SERIES A3 FOR CEILING HEIGHTS. F. SEE SHEET SERIES A8 FOR FLOOR PATTERN PLAN AND FINISH INFORMATION. G. ROOM NUMBERS USED HERE ARE FOR THE PURPOSES OF THIS PROJECT. VERIFY ANY FINAL ROOM NUMBERING SYSTEM WITH THE OWNER PRIOR TO MAKING FINAL MARKS OR SCHEDULES RELATED TO ROOM NUMBERS. H. AREAS SHADED ARE EXISTING TO REMAIN. I. ALL NEW BLOCKING TO BE DOCUMENTED PER GENERAL NOTES AND PROJECT MANUAL. EXISTING SPACE TO REMAIN. FUTURE SPACE AREA OF WORK PLAN KEY © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 OVERALL SECOND FLOOR EQUIPMENT PLAN 04 MARCH 2022 A4.20MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION3/32" = 1'-0"A4.20 1 overall second floor equipment plan EQUIPMENT GENERAL NOTES CODED NOTES - EQUIPMENT PLAN 401 FURNITURE, OFCI. 402 SEE EXAM 14, FOR TYPICAL EQUIPMENT INFORMATION. NOTE EXAM TABLES LISTED PER ROOM. 403 DOUBLE TEAR LOCKERS, OFCI. EQUIPMENT SCHEDULE Equipment Number Equipment Name E01 WALL MOUNTED MONITOR E03 REFRIGERATOR, ADA UNDER COUNTER E03A REFRIGERATOR, FULL SIZE E04 VENDING MACHINE E05 COFFEE MACHINE E06 LABEL MAKER E07 PRINTER E08 COMPUTER E09A PAPER TOWEL DISPENSER, WALL MOUNTED E10A SOAP DISPENSER, WALL MOUNTED E11 EXAM TABLE, WALL MOUNTED FOLD UP TABLE, SS E11C EXAM TABLE, FIXED HEIGHT PREP E13 LOCKING NARCOTICS CABINET E15 MICROSCOPE E16 ECHO MACHINE E17 EXAM TABLE, LIFT E18 EKG/ECG/STRESS TESTING SYSTEM E19 CENTRIFUGE E20 TELEMETRY E22 SCALE, LARGE PLATFORM E23 EXAM LIGHT, CEILING MOUNTED E23A DUAL EXAM LIGHT, CEILING MOUNTED E25A FREEZER, LAB E28 CRASH CART E29 PPE CABINET E31 LIFT TRANSPORT TABLE E32 KENNEL, CAGES E32B KENNEL RUN E34 WATER COOLER E36 POSTAGE MACHINE E40 CAT CONDOS E41 SNYDER ICU CAGE E42 WET TREATMENT TABLE E42A WET TREATMENT TABLE, DEEP E42B WET TREATMENT TABLE (4' LONG) E43 GROOMING TABLE E45 X-RAY E45A X-RAY, APRON RACK E46 ULTRASOUND MACHINE E50 IDEXX ANALYZER E51 IDEXX ANALYZER E52 IDEXX PROCYTE E53 CHEMISTRY ANALYZER E54 FLUID WARMER CABINET/CART E55 AUTOCLAVE E55B AUTOCLAVE E56 ULTRASONIC CLEANER E57 GAS STERILIZERS E58 COMMERCIAL WASHER E58A WASHER E59 COMMERCIAL DRYER E59A DRYER E61 MICROWAVE E64 IDEXX VET LAB STATION E65 MOBILE WORKSTATION E66 PEDIATRIC CRIB CTRETCHER E67 MAYO STAND E70 O.R. TABLE E71 VENTILATER CART E72 ANESTHESIA MACHINE AND MONITORS E73 ELECTROSURGICAL GENERATOR E74 HEART MONITOR E75 ENDOSCOPY TOWER E76 DIGITAL CYTOLOGY E77 SEDIVUE DX E79A INSTRUMENT TABLE E85 FLUOROSCOPY E89 WATER DISTILLER E91 BLOOD ROCKER E98 WALL MOUNTED X-RAY UNIT E102 PROCESSOR E121 VACUUM, CENTRAL SYSTEM FOR PATIENT HAIR E123 CASH DRAWER E126 DISHWASHER E127A SCOPE CABINET E128 LEAD LINED DECAY CABINET E129 WASTE CABINET E131 SAFE KEY PLAN A B CDE x5x8x10 CORRIDOR X220 OR 1 201 FLUOROSCOPY OR 206 OR 3 203 OR 2 202 CORRIDOR X210 OPEN TO BELOW xA xB xC xD E85 E67 E70E79A E72 E73 E71 E23A E01 CRAFTSMAN CART E01 CRAFTSMAN CART E74 E79A E70 CRAFTSMAN CART E67 E71 E72 E73 E74 E54 E23A E01 E23 E01 E79A E70 E67 E71 E72 E73 E74 CRAFTSMAN CART x2 A4.20BA4.20B E73 E70 MOBILE CART MOBILE CART MOBILE CART MOBILE CART XA7.10 1 A. SHEET FOR REFERENCE ONLY. PLANS TO BE FINALIZED AFTER FFE FINAL SELECTIONS ARE MADE. B. EQUIPMENT SHOWN IS FOR DESIGN INTENT REFERENCE ONLY. C. ALL NOTED FURNITURE IS OWNER FURNISHED, OWNER INSTALLED (OFOI). REFER TO FURNITURE SCHEDULE FOR FURNITURE TYPE. D. SEE SHEET SERIES A2 FOR PLAN INFORMATION. E. SEE SHEET SERIES A3 FOR CEILING HEIGHTS. F. SEE SHEET SERIES A8 FOR FLOOR PATTERN PLAN AND FINISH INFORMATION. G. ROOM NUMBERS USED HERE ARE FOR THE PURPOSES OF THIS PROJECT. VERIFY ANY FINAL ROOM NUMBERING SYSTEM WITH THE OWNER PRIOR TO MAKING FINAL MARKS OR SCHEDULES RELATED TO ROOM NUMBERS. H. AREAS SHADED ARE EXISTING TO REMAIN. I. ALL NEW BLOCKING TO BE DOCUMENTED PER GENERAL NOTES AND PROJECT MANUAL. EXISTING SPACE TO REMAIN. FUTURE SPACE AREA OF WORK PLAN KEY © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 SECOND FL EQUIPMENT PLAN - AREA A 04 MARCH 2022 A4.20AMEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONEQUIPMENT GENERAL NOTES CODED NOTES - EQUIPMENT PLAN 401 FURNITURE, OFCI. 402 SEE EXAM 14, FOR TYPICAL EQUIPMENT INFORMATION. NOTE EXAM TABLES LISTED PER ROOM. 403 DOUBLE TEAR LOCKERS, OFCI. EQUIPMENT SCHEDULE Equipment Number Equipment Name E01 WALL MOUNTED MONITOR E03 REFRIGERATOR, ADA UNDER COUNTER E03A REFRIGERATOR, FULL SIZE E04 VENDING MACHINE E05 COFFEE MACHINE E06 LABEL MAKER E07 PRINTER E08 COMPUTER E09A PAPER TOWEL DISPENSER, WALL MOUNTED E10A SOAP DISPENSER, WALL MOUNTED E11 EXAM TABLE, WALL MOUNTED FOLD UP TABLE, SS E11C EXAM TABLE, FIXED HEIGHT PREP E13 LOCKING NARCOTICS CABINET E15 MICROSCOPE E16 ECHO MACHINE E17 EXAM TABLE, LIFT E18 EKG/ECG/STRESS TESTING SYSTEM E19 CENTRIFUGE E20 TELEMETRY E22 SCALE, LARGE PLATFORM E23 EXAM LIGHT, CEILING MOUNTED E23A DUAL EXAM LIGHT, CEILING MOUNTED E25A FREEZER, LAB E28 CRASH CART E29 PPE CABINET E31 LIFT TRANSPORT TABLE E32 KENNEL, CAGES E32B KENNEL RUN E34 WATER COOLER E36 POSTAGE MACHINE E40 CAT CONDOS E41 SNYDER ICU CAGE E42 WET TREATMENT TABLE E42A WET TREATMENT TABLE, DEEP E42B WET TREATMENT TABLE (4' LONG) E43 GROOMING TABLE E45 X-RAY E45A X-RAY, APRON RACK E46 ULTRASOUND MACHINE E50 IDEXX ANALYZER E51 IDEXX ANALYZER E52 IDEXX PROCYTE E53 CHEMISTRY ANALYZER E54 FLUID WARMER CABINET/CART E55 AUTOCLAVE E55B AUTOCLAVE E56 ULTRASONIC CLEANER E57 GAS STERILIZERS E58 COMMERCIAL WASHER E58A WASHER E59 COMMERCIAL DRYER E59A DRYER E61 MICROWAVE E64 IDEXX VET LAB STATION E65 MOBILE WORKSTATION E66 PEDIATRIC CRIB CTRETCHER E67 MAYO STAND E70 O.R. TABLE E71 VENTILATER CART E72 ANESTHESIA MACHINE AND MONITORS E73 ELECTROSURGICAL GENERATOR E74 HEART MONITOR E75 ENDOSCOPY TOWER E76 DIGITAL CYTOLOGY E77 SEDIVUE DX E79A INSTRUMENT TABLE E85 FLUOROSCOPY E89 WATER DISTILLER E91 BLOOD ROCKER E98 WALL MOUNTED X-RAY UNIT E102 PROCESSOR E121 VACUUM, CENTRAL SYSTEM FOR PATIENT HAIR E123 CASH DRAWER E126 DISHWASHER E127A SCOPE CABINET E128 LEAD LINED DECAY CABINET E129 WASTE CABINET E131 SAFE KEY PLAN A B CDE 1/4" = 1'-0"A4.20A 1 second floor equipment plan - area A x1x10 D x11 CORRIDOR X220 DIRTY STERILE PROCESSING 207A FLUOROSCOPY OR 206 CORRIDOR X210 DIRTY PROCEDURE 205 OR 4 204 XRAY 208 SURGERY SUITE 210 xD xE xF E17 E42A E32 E32 E32 A9.099 E23 E23 E08 E08 E08 E72 E45 E01 E71 E79A E70 E67 E72 E73 E01 CLEAN STERILE PROCESSING 207BA9.096 7 E59A E58A E71 E23A E85 E73 E72 E79AE70 E01 E79A E70 E73 E72 E01 E71 E67 E13 E03 A9.123 ST-2 ST-2 ST-2 ST-2 E23A E23AA9.095 E56 E74 E74 E74 E89 4 CRAFTSMAN CART CRAFTSMAN CART A9.10 3 4 E57 E55 (BELOW) (BELOW) A9.09 1 ABOVE LEASH TIE E84 A9.098 A9.102 E13 E03 E17 E23 E23 LEASH TIE E84 E17 A9.101 10 E07 E06 E08 E08E08 E08 E08 DOCTORS 210B TEAM WORK ROOM 210A A9.093 A9.092 E08 E08 E08 E08 E01 E01 E28 E29 401 x2 A4.20AA4.20A A4.20DA4.20DE57 E28 E55B E01 CRAFTSMAN CART Y Z MOBILE CART MOBILE CART MOBILE CART A. SHEET FOR REFERENCE ONLY. PLANS TO BE FINALIZED AFTER FFE FINAL SELECTIONS ARE MADE. B. EQUIPMENT SHOWN IS FOR DESIGN INTENT REFERENCE ONLY. C. ALL NOTED FURNITURE IS OWNER FURNISHED, OWNER INSTALLED (OFOI). REFER TO FURNITURE SCHEDULE FOR FURNITURE TYPE. D. SEE SHEET SERIES A2 FOR PLAN INFORMATION. E. SEE SHEET SERIES A3 FOR CEILING HEIGHTS. F. SEE SHEET SERIES A8 FOR FLOOR PATTERN PLAN AND FINISH INFORMATION. G. ROOM NUMBERS USED HERE ARE FOR THE PURPOSES OF THIS PROJECT. VERIFY ANY FINAL ROOM NUMBERING SYSTEM WITH THE OWNER PRIOR TO MAKING FINAL MARKS OR SCHEDULES RELATED TO ROOM NUMBERS. H. AREAS SHADED ARE EXISTING TO REMAIN. I. ALL NEW BLOCKING TO BE DOCUMENTED PER GENERAL NOTES AND PROJECT MANUAL. EXISTING SPACE TO REMAIN. FUTURE SPACE AREA OF WORK PLAN KEY © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 SECOND FL EQUIPMENT PLAN - AREA B 04 MARCH 2022 A4.20BMEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION1/4" = 1'-0"A4.20B 1 second floor equipment plan - area B EQUIPMENT GENERAL NOTES CODED NOTES - EQUIPMENT PLAN 401 FURNITURE, OFCI. 402 SEE EXAM 14, FOR TYPICAL EQUIPMENT INFORMATION. NOTE EXAM TABLES LISTED PER ROOM. 403 DOUBLE TEAR LOCKERS, OFCI. EQUIPMENT SCHEDULE Equipment Number Equipment Name E01 WALL MOUNTED MONITOR E03 REFRIGERATOR, ADA UNDER COUNTER E03A REFRIGERATOR, FULL SIZE E04 VENDING MACHINE E05 COFFEE MACHINE E06 LABEL MAKER E07 PRINTER E08 COMPUTER E09A PAPER TOWEL DISPENSER, WALL MOUNTED E10A SOAP DISPENSER, WALL MOUNTED E11 EXAM TABLE, WALL MOUNTED FOLD UP TABLE, SS E11C EXAM TABLE, FIXED HEIGHT PREP E13 LOCKING NARCOTICS CABINET E15 MICROSCOPE E16 ECHO MACHINE E17 EXAM TABLE, LIFT E18 EKG/ECG/STRESS TESTING SYSTEM E19 CENTRIFUGE E20 TELEMETRY E22 SCALE, LARGE PLATFORM E23 EXAM LIGHT, CEILING MOUNTED E23A DUAL EXAM LIGHT, CEILING MOUNTED E25A FREEZER, LAB E28 CRASH CART E29 PPE CABINET E31 LIFT TRANSPORT TABLE E32 KENNEL, CAGES E32B KENNEL RUN E34 WATER COOLER E36 POSTAGE MACHINE E40 CAT CONDOS E41 SNYDER ICU CAGE E42 WET TREATMENT TABLE E42A WET TREATMENT TABLE, DEEP E42B WET TREATMENT TABLE (4' LONG) E43 GROOMING TABLE E45 X-RAY E45A X-RAY, APRON RACK E46 ULTRASOUND MACHINE E50 IDEXX ANALYZER E51 IDEXX ANALYZER E52 IDEXX PROCYTE E53 CHEMISTRY ANALYZER E54 FLUID WARMER CABINET/CART E55 AUTOCLAVE E55B AUTOCLAVE E56 ULTRASONIC CLEANER E57 GAS STERILIZERS E58 COMMERCIAL WASHER E58A WASHER E59 COMMERCIAL DRYER E59A DRYER E61 MICROWAVE E64 IDEXX VET LAB STATION E65 MOBILE WORKSTATION E66 PEDIATRIC CRIB CTRETCHER E67 MAYO STAND E70 O.R. TABLE E71 VENTILATER CART E72 ANESTHESIA MACHINE AND MONITORS E73 ELECTROSURGICAL GENERATOR E74 HEART MONITOR E75 ENDOSCOPY TOWER E76 DIGITAL CYTOLOGY E77 SEDIVUE DX E79A INSTRUMENT TABLE E85 FLUOROSCOPY E89 WATER DISTILLER E91 BLOOD ROCKER E98 WALL MOUNTED X-RAY UNIT E102 PROCESSOR E121 VACUUM, CENTRAL SYSTEM FOR PATIENT HAIR E123 CASH DRAWER E126 DISHWASHER E127A SCOPE CABINET E128 LEAD LINED DECAY CABINET E129 WASTE CABINET E131 SAFE KEY PLAN A B CDE 876 D A C B A9.11 9 CAT I-131 219A CLINCAL MANAGERS 217 OFFICE 216 OFFICE 215 CORRIDOR X230 RR 220T COMMUNICATIONS 211 OFFICE 212 OFFICE 213 WORK STATIONS 214 xFA9.111 A9.112 MARKETING CLOSET 218 CAT I-131 ANTE RM 219 E129 E128 E23 E11 E09A E10A E07E06 E08 E08 E08 E08 E08 E08 E09A E10A E03 E07 E08 E08 E08 E08 401 401 401 401 401 401 401 401 401 401 401 401 401 401 A9.10 8 7 A9.1065A4.20DA4.20DE08 E10A E09A E10A E09A E29 A. SHEET FOR REFERENCE ONLY. PLANS TO BE FINALIZED AFTER FFE FINAL SELECTIONS ARE MADE. B. EQUIPMENT SHOWN IS FOR DESIGN INTENT REFERENCE ONLY. C. ALL NOTED FURNITURE IS OWNER FURNISHED, OWNER INSTALLED (OFOI). REFER TO FURNITURE SCHEDULE FOR FURNITURE TYPE. D. SEE SHEET SERIES A2 FOR PLAN INFORMATION. E. SEE SHEET SERIES A3 FOR CEILING HEIGHTS. F. SEE SHEET SERIES A8 FOR FLOOR PATTERN PLAN AND FINISH INFORMATION. G. ROOM NUMBERS USED HERE ARE FOR THE PURPOSES OF THIS PROJECT. VERIFY ANY FINAL ROOM NUMBERING SYSTEM WITH THE OWNER PRIOR TO MAKING FINAL MARKS OR SCHEDULES RELATED TO ROOM NUMBERS. H. AREAS SHADED ARE EXISTING TO REMAIN. I. ALL NEW BLOCKING TO BE DOCUMENTED PER GENERAL NOTES AND PROJECT MANUAL. EXISTING SPACE TO REMAIN. FUTURE SPACE AREA OF WORK PLAN KEY © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 SECOND FL EQUIPMENT PLAN - AREA C 04 MARCH 2022 A4.20CMEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION1/4" = 1'-0"A4.20C 1 second floor equipment plan - area C EQUIPMENT GENERAL NOTES CODED NOTES - EQUIPMENT PLAN 401 FURNITURE, OFCI. 402 SEE EXAM 14, FOR TYPICAL EQUIPMENT INFORMATION. NOTE EXAM TABLES LISTED PER ROOM. 403 DOUBLE TEAR LOCKERS, OFCI. EQUIPMENT SCHEDULE Equipment Number Equipment Name E01 WALL MOUNTED MONITOR E03 REFRIGERATOR, ADA UNDER COUNTER E03A REFRIGERATOR, FULL SIZE E04 VENDING MACHINE E05 COFFEE MACHINE E06 LABEL MAKER E07 PRINTER E08 COMPUTER E09A PAPER TOWEL DISPENSER, WALL MOUNTED E10A SOAP DISPENSER, WALL MOUNTED E11 EXAM TABLE, WALL MOUNTED FOLD UP TABLE, SS E11C EXAM TABLE, FIXED HEIGHT PREP E13 LOCKING NARCOTICS CABINET E15 MICROSCOPE E16 ECHO MACHINE E17 EXAM TABLE, LIFT E18 EKG/ECG/STRESS TESTING SYSTEM E19 CENTRIFUGE E20 TELEMETRY E22 SCALE, LARGE PLATFORM E23 EXAM LIGHT, CEILING MOUNTED E23A DUAL EXAM LIGHT, CEILING MOUNTED E25A FREEZER, LAB E28 CRASH CART E29 PPE CABINET E31 LIFT TRANSPORT TABLE E32 KENNEL, CAGES E32B KENNEL RUN E34 WATER COOLER E36 POSTAGE MACHINE E40 CAT CONDOS E41 SNYDER ICU CAGE E42 WET TREATMENT TABLE E42A WET TREATMENT TABLE, DEEP E42B WET TREATMENT TABLE (4' LONG) E43 GROOMING TABLE E45 X-RAY E45A X-RAY, APRON RACK E46 ULTRASOUND MACHINE E50 IDEXX ANALYZER E51 IDEXX ANALYZER E52 IDEXX PROCYTE E53 CHEMISTRY ANALYZER E54 FLUID WARMER CABINET/CART E55 AUTOCLAVE E55B AUTOCLAVE E56 ULTRASONIC CLEANER E57 GAS STERILIZERS E58 COMMERCIAL WASHER E58A WASHER E59 COMMERCIAL DRYER E59A DRYER E61 MICROWAVE E64 IDEXX VET LAB STATION E65 MOBILE WORKSTATION E66 PEDIATRIC CRIB CTRETCHER E67 MAYO STAND E70 O.R. TABLE E71 VENTILATER CART E72 ANESTHESIA MACHINE AND MONITORS E73 ELECTROSURGICAL GENERATOR E74 HEART MONITOR E75 ENDOSCOPY TOWER E76 DIGITAL CYTOLOGY E77 SEDIVUE DX E79A INSTRUMENT TABLE E85 FLUOROSCOPY E89 WATER DISTILLER E91 BLOOD ROCKER E98 WALL MOUNTED X-RAY UNIT E102 PROCESSOR E121 VACUUM, CENTRAL SYSTEM FOR PATIENT HAIR E123 CASH DRAWER E126 DISHWASHER E127A SCOPE CABINET E128 LEAD LINED DECAY CABINET E129 WASTE CABINET E131 SAFE KEY PLAN A B CDE 6 6 54 D A C B x5.5 CENTRAL SUPPLY 223 ELEVATOR 000 STAIR S200 DENTISTRY 221 PRIVATE WORK 221A xF ST-2 ST-2 ST-2ST-2 ST-2 ST-2 ST-2ST-2 ST-2 ST-2 ST-2ST-2 ST-2 ST-2 ST-2 ST-2 ST-2 ST-2 ST-2 ST-2 ST-2 ST-2 E03A E08 E08 E08 E07 401 401 401 401 401 E121 E121 E121 E11 E23 E32 E08 E32 E32 E08 E08 E08 E08 E08 E08 E08 E08 E08 E07 E06 DENTISTRY WK RM 221BA9.115 A9.11 6 A9.10 3 CT 7 A9.11 3 A9.114 E102 E08 401 CHASE 00 A4.20CA4.20EA4.20BA4.20BA4.20CA4.20EDN E01 E98 E01 E13 E08 E08 E08E08E08 E08E08 J.C. 222 E121 E01 E01 E98 E23E23E23 A. SHEET FOR REFERENCE ONLY. PLANS TO BE FINALIZED AFTER FFE FINAL SELECTIONS ARE MADE. B. EQUIPMENT SHOWN IS FOR DESIGN INTENT REFERENCE ONLY. C. ALL NOTED FURNITURE IS OWNER FURNISHED, OWNER INSTALLED (OFOI). REFER TO FURNITURE SCHEDULE FOR FURNITURE TYPE. D. SEE SHEET SERIES A2 FOR PLAN INFORMATION. E. SEE SHEET SERIES A3 FOR CEILING HEIGHTS. F. SEE SHEET SERIES A8 FOR FLOOR PATTERN PLAN AND FINISH INFORMATION. G. ROOM NUMBERS USED HERE ARE FOR THE PURPOSES OF THIS PROJECT. VERIFY ANY FINAL ROOM NUMBERING SYSTEM WITH THE OWNER PRIOR TO MAKING FINAL MARKS OR SCHEDULES RELATED TO ROOM NUMBERS. H. AREAS SHADED ARE EXISTING TO REMAIN. I. ALL NEW BLOCKING TO BE DOCUMENTED PER GENERAL NOTES AND PROJECT MANUAL. EXISTING SPACE TO REMAIN. FUTURE SPACE AREA OF WORK PLAN KEY © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 SECOND FL EQUIPMENT PLAN - AREA D 04 MARCH 2022 A4.20DMEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION1/4" = 1'-0"A4.20D 1 second floor equipment plan - area D EQUIPMENT GENERAL NOTES CODED NOTES - EQUIPMENT PLAN 401 FURNITURE, OFCI. 402 SEE EXAM 14, FOR TYPICAL EQUIPMENT INFORMATION. NOTE EXAM TABLES LISTED PER ROOM. 403 DOUBLE TEAR LOCKERS, OFCI. EQUIPMENT SCHEDULE Equipment Number Equipment Name E01 WALL MOUNTED MONITOR E03 REFRIGERATOR, ADA UNDER COUNTER E03A REFRIGERATOR, FULL SIZE E04 VENDING MACHINE E05 COFFEE MACHINE E06 LABEL MAKER E07 PRINTER E08 COMPUTER E09A PAPER TOWEL DISPENSER, WALL MOUNTED E10A SOAP DISPENSER, WALL MOUNTED E11 EXAM TABLE, WALL MOUNTED FOLD UP TABLE, SS E11C EXAM TABLE, FIXED HEIGHT PREP E13 LOCKING NARCOTICS CABINET E15 MICROSCOPE E16 ECHO MACHINE E17 EXAM TABLE, LIFT E18 EKG/ECG/STRESS TESTING SYSTEM E19 CENTRIFUGE E20 TELEMETRY E22 SCALE, LARGE PLATFORM E23 EXAM LIGHT, CEILING MOUNTED E23A DUAL EXAM LIGHT, CEILING MOUNTED E25A FREEZER, LAB E28 CRASH CART E29 PPE CABINET E31 LIFT TRANSPORT TABLE E32 KENNEL, CAGES E32B KENNEL RUN E34 WATER COOLER E36 POSTAGE MACHINE E40 CAT CONDOS E41 SNYDER ICU CAGE E42 WET TREATMENT TABLE E42A WET TREATMENT TABLE, DEEP E42B WET TREATMENT TABLE (4' LONG) E43 GROOMING TABLE E45 X-RAY E45A X-RAY, APRON RACK E46 ULTRASOUND MACHINE E50 IDEXX ANALYZER E51 IDEXX ANALYZER E52 IDEXX PROCYTE E53 CHEMISTRY ANALYZER E54 FLUID WARMER CABINET/CART E55 AUTOCLAVE E55B AUTOCLAVE E56 ULTRASONIC CLEANER E57 GAS STERILIZERS E58 COMMERCIAL WASHER E58A WASHER E59 COMMERCIAL DRYER E59A DRYER E61 MICROWAVE E64 IDEXX VET LAB STATION E65 MOBILE WORKSTATION E66 PEDIATRIC CRIB CTRETCHER E67 MAYO STAND E70 O.R. TABLE E71 VENTILATER CART E72 ANESTHESIA MACHINE AND MONITORS E73 ELECTROSURGICAL GENERATOR E74 HEART MONITOR E75 ENDOSCOPY TOWER E76 DIGITAL CYTOLOGY E77 SEDIVUE DX E79A INSTRUMENT TABLE E85 FLUOROSCOPY E89 WATER DISTILLER E91 BLOOD ROCKER E98 WALL MOUNTED X-RAY UNIT E102 PROCESSOR E121 VACUUM, CENTRAL SYSTEM FOR PATIENT HAIR E123 CASH DRAWER E126 DISHWASHER E127A SCOPE CABINET E128 LEAD LINED DECAY CABINET E129 WASTE CABINET E131 SAFE KEY PLAN A B CDE 3 2 21 2.2 D A C B KITCHENETTE 231 BREAK ROOM 230 IT 226 MOTHERS ROOM 225 WELLNESS 229 RR 227T xF A9.11 8 401401 401401 401401 E04 E04 E03A E03A E05 E09A E10A 401401401401 401401 401403 401403 401403 401403 401 401 401 401 E03 E61E61 A9.12 2 E09AE10A E09AE10A A9.12 1 RR 228T LOCKER ROOM 224 A4.20DA4.20DCONFERENCE ROOM 232 E01 E09A E10AE01 A. SHEET FOR REFERENCE ONLY. PLANS TO BE FINALIZED AFTER FFE FINAL SELECTIONS ARE MADE. B. EQUIPMENT SHOWN IS FOR DESIGN INTENT REFERENCE ONLY. C. ALL NOTED FURNITURE IS OWNER FURNISHED, OWNER INSTALLED (OFOI). REFER TO FURNITURE SCHEDULE FOR FURNITURE TYPE. D. SEE SHEET SERIES A2 FOR PLAN INFORMATION. E. SEE SHEET SERIES A3 FOR CEILING HEIGHTS. F. SEE SHEET SERIES A8 FOR FLOOR PATTERN PLAN AND FINISH INFORMATION. G. ROOM NUMBERS USED HERE ARE FOR THE PURPOSES OF THIS PROJECT. VERIFY ANY FINAL ROOM NUMBERING SYSTEM WITH THE OWNER PRIOR TO MAKING FINAL MARKS OR SCHEDULES RELATED TO ROOM NUMBERS. H. AREAS SHADED ARE EXISTING TO REMAIN. I. ALL NEW BLOCKING TO BE DOCUMENTED PER GENERAL NOTES AND PROJECT MANUAL. EXISTING SPACE TO REMAIN. FUTURE SPACE AREA OF WORK PLAN KEY © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 SECOND FL EQUIPMENT PLAN - AREA E 04 MARCH 2022 A4.20EMEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION1/4" = 1'-0"A4.20E 1 second floor equipment plan - area E EQUIPMENT GENERAL NOTES CODED NOTES - EQUIPMENT PLAN 401 FURNITURE, OFCI. 402 SEE EXAM 14, FOR TYPICAL EQUIPMENT INFORMATION. NOTE EXAM TABLES LISTED PER ROOM. 403 DOUBLE TEAR LOCKERS, OFCI. EQUIPMENT SCHEDULE Equipment Number Equipment Name E01 WALL MOUNTED MONITOR E03 REFRIGERATOR, ADA UNDER COUNTER E03A REFRIGERATOR, FULL SIZE E04 VENDING MACHINE E05 COFFEE MACHINE E06 LABEL MAKER E07 PRINTER E08 COMPUTER E09A PAPER TOWEL DISPENSER, WALL MOUNTED E10A SOAP DISPENSER, WALL MOUNTED E11 EXAM TABLE, WALL MOUNTED FOLD UP TABLE, SS E11C EXAM TABLE, FIXED HEIGHT PREP E13 LOCKING NARCOTICS CABINET E15 MICROSCOPE E16 ECHO MACHINE E17 EXAM TABLE, LIFT E18 EKG/ECG/STRESS TESTING SYSTEM E19 CENTRIFUGE E20 TELEMETRY E22 SCALE, LARGE PLATFORM E23 EXAM LIGHT, CEILING MOUNTED E23A DUAL EXAM LIGHT, CEILING MOUNTED E25A FREEZER, LAB E28 CRASH CART E29 PPE CABINET E31 LIFT TRANSPORT TABLE E32 KENNEL, CAGES E32B KENNEL RUN E34 WATER COOLER E36 POSTAGE MACHINE E40 CAT CONDOS E41 SNYDER ICU CAGE E42 WET TREATMENT TABLE E42A WET TREATMENT TABLE, DEEP E42B WET TREATMENT TABLE (4' LONG) E43 GROOMING TABLE E45 X-RAY E45A X-RAY, APRON RACK E46 ULTRASOUND MACHINE E50 IDEXX ANALYZER E51 IDEXX ANALYZER E52 IDEXX PROCYTE E53 CHEMISTRY ANALYZER E54 FLUID WARMER CABINET/CART E55 AUTOCLAVE E55B AUTOCLAVE E56 ULTRASONIC CLEANER E57 GAS STERILIZERS E58 COMMERCIAL WASHER E58A WASHER E59 COMMERCIAL DRYER E59A DRYER E61 MICROWAVE E64 IDEXX VET LAB STATION E65 MOBILE WORKSTATION E66 PEDIATRIC CRIB CTRETCHER E67 MAYO STAND E70 O.R. TABLE E71 VENTILATER CART E72 ANESTHESIA MACHINE AND MONITORS E73 ELECTROSURGICAL GENERATOR E74 HEART MONITOR E75 ENDOSCOPY TOWER E76 DIGITAL CYTOLOGY E77 SEDIVUE DX E79A INSTRUMENT TABLE E85 FLUOROSCOPY E89 WATER DISTILLER E91 BLOOD ROCKER E98 WALL MOUNTED X-RAY UNIT E102 PROCESSOR E121 VACUUM, CENTRAL SYSTEM FOR PATIENT HAIR E123 CASH DRAWER E126 DISHWASHER E127A SCOPE CABINET E128 LEAD LINED DECAY CABINET E129 WASTE CABINET E131 SAFE KEY PLAN A B CDE RR 105T A5.01 2A5.015 A5.01 4 A5.013 507 506 508 510 502 501 1' - 0"3' - 6"T-3 T-5 T-8 T-7 3' - 4"6"3' - 0" 1' - 5"T-6 T-2 T-4 1' - 3"T-9 T-12 T-10 TOILET ACCESSORY MOUNTING SCHEDULE T-1 MOP HOLDER (WALL MOUNTED): 60" A.F.F. TO CENTERLINE T-2 PAPER TOWEL DISPENSER T-3 SANITARY NAPKIN DISPOSAL: 30" A.F.F. TO TOP. 36" MAXIMUM FROM REAR WALL TO FURTHEST EDGE T-4 SOAP PAPER DISPENSER T-5 TOILET PAPER DISPENSER (DOUBLE ROOL): 18" A.F.F. TO ROLL CENTERLINE. 7"-9" FROM FRONT EDGE OF WATER CLOSET TO CENTERLINE OF ROLL - E09B T-6 REAR WALL GRAB BAR (1 1/2" O.D. X 36" MIN LONG): 32.5" MIN TO 35" MAX A.F.F. TO CENTERLINE AND 6" FROM SIDE WALL T-7 SIDE WALL GRAB BAR (1 1/2" O.D. X 42" MIN LONG): 32.5" MIN TO 35" MAX A.F.F. TO CENTERLINE AND 12" FROM REAR WALL T-8 SIDE WALL VERTICAL GRAB BAR (1 1/2" O.D. X 18" MIN LONG): 39" MIN TO 41" MAX TO THE BOTTOM END AND 40" TO THE CENTERLINE FROM THE REAR WALL. T-9 MIRROR WITHOUT SHELF: 40" A.F.F. TO BOTTOM OF REFLECTIVE SURFACE T-10 CHILD CHANGING STATION 2'-7" MIN A.F.F. TO UNDERSIDE OF TABLE TOP AND 46" MAX TO HANDLE IN CLOSED POSITION. T-11 PROTECTIVE PIPE COVERS: "LAV-GUARD" BY TRUEBRO T-12 CONVENIENCE HOOK: 46" A.F.F. TO UNIT CENTERLINE T-13 SHOWER CURTAIN ROD, CURTAIN AND HOOKS: 72" A.F.F. TO CENTERLINE T-14 MIRROR WITH SHELF: 40" A.F.F. TO BOTTOM OF REFLECTIVE SURFACE T-16 LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS FOR REFERENCE. T-18 20" WIDE WALL-MOUNTED FOLD-UP SHOWER SEAT: TOP OF SEAT 18" A.F.F. A. SEE SHEET A0.02 FOR WALL TYPES. ALL INTERIOR PARTITION WALLS ARE FULL HEIGHT, TYPE S3J, U.N.O. B. SEE SHEET A0.04 FOR TYPICAL ADA INFORMATION. C. SEE SHEETS A0.50 & A0.51 FOR LIFE SAFETY PLANS INDICATING RATED PARTITION WALL CONSTRUCTION. D. SEE SHEET SERIES A3 FOR CEILING HEIGHTS. E. SEE SHEET SERIES A4 FOR EQUIPMENT LAYOUTS. SEE SPECIFICATION APPENDIX FOR MORE DETAILED EQUIPMENT INFORMATION. F. SEE SHEETS A10.0, A10.01 & A10.02 FOR DOOR & WINDOW SCHEDULES & TYPES. G. SEE SHEET SERIES A8 FOR FLOOR PATTERN PLAN AND FINISH INFORMATION. SEE FINISH PLANS FOR LOCATION OF CORNER GUARDS. H. SEE ALL CONSULTANT AND VENDOR DRAWINGS FOR ADDITIONAL INFORMATION. I. ROOM NUMBERS USED HERE ARE FOR THE PURPOSES OF THIS PROJECT. VERIFY ANY FINAL ROOM NUMBERING SYSTEM WITH THE OWNER PRIOR TO MAKING FINAL MARKS OR SCHEDULES RELATED TO ROOM NUMBERS. J. PATCH AND REPAIR ANY SURFACE OR OTHER ITEM DAMAGED BY OR INVOLVED IN CONSTRUCTION ACTIVITIES TO "AS NEW". REFER TO ENGINEERING DRAWINGS FOR MEP WORK THAT MAY REQUIRE PATCHING BY GENERAL TRADES CONTRACTOR. K. AREAS SHADED ARE EXISTING TO REMAIN. L. ALL NEW BLOCKING TO BE DOCUMENTED PER GENERAL NOTES AND PROJECT MANUAL. M. INFILL EXISTING SECOND FLOOR SLAB AT ALL ABANDONED PENETRATIONS WITH "LIKE" STRUCTURE PER STRUCTURAL DRAWINGS. INCLUDE THE VACATED STAIRWAY, SHAFTS, AND PIPING PENETRATIONS. 505 1' - 3"2' - 10"3' - 4"1' - 3" 6"3' - 0" 503 1' - 7"502 503501 T-9 T-4 T-16 T-6 505 3' - 10"T-2 501 T-9 T-16 T-12 505 504 5052' - 11"1' - 6"3' - 5 1/2"503503 1' - 0"3' - 6" 1' - 2"1' - 7"T-3 T-5 502 T-7 T-8 RR 106T 3' - 6"1' - 0" 3' - 4"1' - 5"3' - 0"6"1' - 4"T-12 T-2 T-4 T-9 T-6 T-5 T-3 T-7 T-8 506 507 510 508 A5.012 SIMA5.01 3 SIM A5.014 SIMA5.01 5 SIM 502 501 T-10 RR 114T 1' - 4"1' - 5" 6"3' - 0"1' - 0"3' - 6"3' - 4"502 501 T-2 T-4 T-9 T-6 T-7 T-8 T-5 T-3 508 506 507 510 A5.01 2 SIM A5.013 SIMA5.01 4 SIM A5.015 SIMT-12 504 RR 119T 3' - 6"1' - 0" 3' - 4"6"3' - 0"1' - 5"1' - 4"T-2 T-4 T-9 T-6 T-5 T-3 T-7T-8 508 506 507 510 502 501A5.012 SIMA5.01 5 SIM T-12 RR 140T T-21' - 6"1' - 5"3' - 0"6"1' - 0"3' - 6" 3' - 4" T-4 T-9 T-6 T-7T-8T-5T-3 502 501 510 506 507 508 A5.012 SIMA5.01 5 SIM A5.013 SIMA5.01 3 SIM T-12 RR 147T 1' - 4"1' - 5"3' - 0"6"3' - 6"1' - 0" 3' - 4" 502 501 T-2 T-4 T-7 T-8 T-5 T-3 T-12 A5.012 SIMA5.01 5 SIM 506 507508 510 RR 220T 3' - 0"6"1' - 5"1' - 4"3' - 4" 1' - 0"3' - 6" 502 501 T-4 T-2 T-3 T-8 T-5 T-7 T-6 T-12 RR 227T RR 228T 506 506 501 502 507 508 510 510 501 502 508 507 T-2 T-4 1' - 5"1' - 0"3' - 6"3' - 4"3' - 6"1' - 0"3' - 4"T-3 T-8 T-8 T-3 T-7 T-8 T-7 T-8 1' - 4" T-4 504 T-2 T-4 T-5 T-3 T-8 T-7 T-6 T-9 510 RR 139T 1' - 5"3' - 6"1' - 0"3' - 4"1' - 4" A5.01 2 SIM A5.015 SIMT-12 506 © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 ENLARGED TOILET PLANS AND ELEVATIONS 04 MARCH 2022 A5.01MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION1/2" = 1'-0"A5.01 1 enlarged plan - 105T CODED NOTES - ENLARGED PLANS 501 SINK, REFER TO MEP DRAWINGS. 502 TOILET, REFER TO MEP DRAWINGS. 503 WALL PROTECTION, REFER TO A8 FINISH SERIES. 504 DOOR AND FRAME, SEE A10 DOOR SCHEDULE AND DETAIL SERIES. 505 WALL BASE. REFER TO FINISH SCHEDULE. 506 ADA TURNAROUND CLEARANCE; SEE SHEET A0.04. 507 ADA DOOR CLEARANCE, SEE SHEET A0.04. 508 ADA TOILET CLEARANCE, SEE SHEET A0.04. 510 ADA SINK CLEARANCE; SEE SHEET A0.04. 513 FLOOR DRAIN, SLOPE FLOOR TO DRAIN. SEE PLUMBING DRAWINGS. 514 4" W. CONCRETE CURB, TOP OF CURB AT 2" AFF. ALL SIDES OF CURB TO BE EPOXY: SEE FINISH LEGEND. 515 KENNEL RUN ENCLOSURE SYSTEM BY SHOR-LINE OR APPROVED EQUAL ENCLOSURE TO HAVE SOLID STAINLESS STEEL SIDE PANEL AT BOTTOM AND STAINLESS STEEL WIRE MESH TOP. PANELS TO BE ATTACHED TO THE WALLS, CAGE DOORS TO BE 34" WIDE, FULL HEIGHT DOOR WITH BOTTOM GLASS PANEL AND STAINLESS STEEL WIRE TOP. SEE DETAILS ON THIS SHEET. REFER TO ITEM E32A IN THE EQUIPMENT SPEC INCLUDED IN APPENDIX A OF THE PROJECT MANUAL. 516 1 1/4" X 1 1/4" STAINLESS STEEL TUBING WITH MITERED CORNERS. 517 SLOPE CONCRETE FLOOR TO DRAIN. 518 SOLID STAINLESS STEEL PANEL. 519 STAINLESS STEEL WIRE MESH. 520 GLASS PANELS. 521 WALL PROTECTION FULL HEIGHT. SEE FINISH PLAN AND SCHEDULE. 522 PROVIDE WALL PROTECTION ON CASEWORK FINISH END FACING RUN. 523 KENNEL RUN ENCLOSURE SYSTEM FOR THE ISOLATION TUB / KENNAL BY SHOR-LINE OR APPROVED EQUAL ENCLOSURE TO HAVE GLASS SIDE PANEL AT BOTTOM AND STAINLESS STEEL WIRE MESH TOP. PANELS TO BE ATTACHED TO THE WALLS, CAGE DOORS TO BE 36" WIDE, FULL HEIGHT DOOR WITH BOTTOM GLASS PANEL AND STAINLESS STEEL WIRE TOP. SEE DETAILS ON THIS SHEET. REFER TO ITEM E32A IN THE EQUIPMENT SPEC INCLUDED IN APPENDIX A OF THE PROJECT MANUAL. 524 EXTEND FULL HEIGHT WALL PROTECTION 1'-0" PAST KENNEL END PANEL. FLOOR PLAN GENERAL NOTES 1/2" = 1'-0"A5.01 2 elevation - 105T typ. 1/2" = 1'-0"A5.01 3 elevation - 105T typ. 1/2" = 1'-0"A5.01 4 elevation - 105T typ. 1/2" = 1'-0"A5.01 5 elevation - 105T typ. 1/2" = 1'-0"A5.01 6 enlarged plan - 106T 1/2" = 1'-0"A5.01 7 enlarged plan - 114T 1/2" = 1'-0"A5.01 8 enlarged plan - 119T 1/2" = 1'-0"A5.01 10 enlarged plan - 140T 1/2" = 1'-0"A5.01 11 enlarged plan - 147T 1/2" = 1'-0"A5.01 12 enlarged plan - 220T 1/2" = 1'-0"A5.01 13 enlarged plan - 227T, 228T 1/2" = 1'-0"A5.01 9 enlarged plan - 139T EQEQ519 516 516 516 516 2"6' - 6"514 523 6' - 2" 520 3' - 2" GATE 3' - 0" 520 SEE PLAN FOR DIRECTION OF SWING.6' - 6"3' - 4 5/8"1 3/8" 519 516 516 516 516 2"514 520 523 EQEQ3' - 6"A5.02 7EQEQ519 516 516 6' - 6"513 518514 A5.02 6 VARIES517 514 521 4"4"FINISHED FLOOR2"FINISHED FLOOR2"516 VARIES514 5174"518 / 520 515 4"3' - 0"3' - 6"GATE 2' - 10" SEE PLAN FOR DIRECTION OF SWING. 519 519519 516 516 516 520 520520 2"FINISHED FLOORVARIES516 515 518 514 517 4"EQEQ519 516 516 514 518 2"6' - 6"2"3' - 0" 3' - 2"EQEQ1 3/8"1 1/4"5' - 11 3/8" 519 516 516 2"6' - 6"514 518 6' - 2" 3' - 0"3' - 0" 6' - 0" 4"2' - 6"4"2' - 6"4" 8 A5.02 7 A5.02 6 A5.02 A5.02 12 SIMA5.0211 SIMA5.0214 SIM4"5' - 6"4"6' - 2"513 513 515 521521 521521 514 524 2"2' - 10"2' - 10"2' - 10"2' - 10"2' - 10"3' - 0"17' - 4"2' - 10"4"2' - 6"4"2' - 6"4"2' - 6"4"2' - 6"4"2' - 6"4"17' - 4"4"5' - 6"4" 6' - 2" 8 A5.02 7 A5.02 6 A5.02 A5.02 11 SIM A5.0212 SIMA5.02 14 SIM 513 513 513 513 513 513 515 TYP. KENNEL 521521 521521 514 524 2"2' - 10"2' - 10"2' - 10"2' - 10"2' - 10"3' - 0" 17' - 4"4"5' - 6"4"6' - 2"4"2' - 6"4"2' - 6"4"2' - 6"4"2' - 6"4"2' - 6"4"2' - 6"4" 17' - 4" 8 A5.02 6 A5.02 7 A5.02 A5.02 12 SIMA5.0211 SIMA5.0214 SIM513513513513513513 515 TYP. KENNEL 521521 521521 514 524 2"3' - 0"3' - 0"2" 6' - 4" 7 A5.02 6 A5.02 4"2' - 6"4"4"2' - 6"4"A5.0214 SIMA5.02 12 SIM A5.0211 SIM513 515 521521 521 514 521 513 515 521521 514A5.0214SIM A5.02 12 SIM A5.0211 SIM7 A5.02 6 A5.02 5215214"2' - 6"4"3' - 2"3' - 0"3' - 2" 6' - 2" 6 A5.02 7 A5.02 A5.02 9 SIM A5.0213 SIM513523 521521 521521 514 524 © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 ENLARGED KENNEL RUNS AND ELEVATIONS 04 MARCH 2022 A5.02MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION1/2" = 1'-0"A5.02 9 isolation tub / kennel elev 1/2" = 1'-0"A5.02 10 isolation tub / kennel elev 1/2" = 1'-0"A5.02 11 kennel - section / inside elevation 1 1/2" = 1'-0"A5.02 6 kennel @ wall 1 1/2" = 1'-0"A5.02 7 kennel curb at perimeter 1/2" = 1'-0"A5.02 12 kennel - typ gate elevation 1 1/2" = 1'-0"A5.02 8 kennel curb 1/2" = 1'-0"A5.02 13 kennel end elevation 1/2" = 1'-0"A5.02 14 kennel side elevation CODED NOTES - ENLARGED PLANS 501 SINK, REFER TO MEP DRAWINGS. 502 TOILET, REFER TO MEP DRAWINGS. 503 WALL PROTECTION, REFER TO A8 FINISH SERIES. 504 DOOR AND FRAME, SEE A10 DOOR SCHEDULE AND DETAIL SERIES. 505 WALL BASE. REFER TO FINISH SCHEDULE. 506 ADA TURNAROUND CLEARANCE; SEE SHEET A0.04. 507 ADA DOOR CLEARANCE, SEE SHEET A0.04. 508 ADA TOILET CLEARANCE, SEE SHEET A0.04. 510 ADA SINK CLEARANCE; SEE SHEET A0.04. 513 FLOOR DRAIN, SLOPE FLOOR TO DRAIN. SEE PLUMBING DRAWINGS. 514 4" W. CONCRETE CURB, TOP OF CURB AT 2" AFF. ALL SIDES OF CURB TO BE EPOXY: SEE FINISH LEGEND. 515 KENNEL RUN ENCLOSURE SYSTEM BY SHOR-LINE OR APPROVED EQUAL ENCLOSURE TO HAVE SOLID STAINLESS STEEL SIDE PANEL AT BOTTOM AND STAINLESS STEEL WIRE MESH TOP. PANELS TO BE ATTACHED TO THE WALLS, CAGE DOORS TO BE 34" WIDE, FULL HEIGHT DOOR WITH BOTTOM GLASS PANEL AND STAINLESS STEEL WIRE TOP. SEE DETAILS ON THIS SHEET. REFER TO ITEM E32A IN THE EQUIPMENT SPEC INCLUDED IN APPENDIX A OF THE PROJECT MANUAL. 516 1 1/4" X 1 1/4" STAINLESS STEEL TUBING WITH MITERED CORNERS. 517 SLOPE CONCRETE FLOOR TO DRAIN. 518 SOLID STAINLESS STEEL PANEL. 519 STAINLESS STEEL WIRE MESH. 520 GLASS PANELS. 521 WALL PROTECTION FULL HEIGHT. SEE FINISH PLAN AND SCHEDULE. 522 PROVIDE WALL PROTECTION ON CASEWORK FINISH END FACING RUN. 523 KENNEL RUN ENCLOSURE SYSTEM FOR THE ISOLATION TUB / KENNAL BY SHOR-LINE OR APPROVED EQUAL ENCLOSURE TO HAVE GLASS SIDE PANEL AT BOTTOM AND STAINLESS STEEL WIRE MESH TOP. PANELS TO BE ATTACHED TO THE WALLS, CAGE DOORS TO BE 36" WIDE, FULL HEIGHT DOOR WITH BOTTOM GLASS PANEL AND STAINLESS STEEL WIRE TOP. SEE DETAILS ON THIS SHEET. REFER TO ITEM E32A IN THE EQUIPMENT SPEC INCLUDED IN APPENDIX A OF THE PROJECT MANUAL. 524 EXTEND FULL HEIGHT WALL PROTECTION 1'-0" PAST KENNEL END PANEL. 1/2" = 1'-0"A5.02 1 enlarged plan - kennel runs (bark rm) 1/2" = 1'-0"A5.02 3 enlarged plan - kennel runs (ward) 1/2" = 1'-0"A5.02 2 enlarged plan - kennel runs (ICU) 1/2" = 1'-0"A5.02 4 enlarged plan - kennel run (iso) 1/2" = 1'-0"A5.02 5 enlarged plans - kennel runs (iso b) ROOF B 123' -0 1/2" FIRST FLOOR 100' -0" SECOND FLOOR 112' -0" PARAPET C 132' -0" ROOF A 110' -5 1/2" PARAPET A 119' -9" ROOF T.O.S. L.P. 126' -0 1/2" PARAPET D 130' -4" D FAC ROOF C 124' -0 1/2" B E 2 A7.01 1 A7.01 SIM 3 A7.01 1 A7.02 SIM 4 A7.01 S3 S4 S5 S5 S2 S6 009 010 011 013 014 10' - 10"13' - 3"6' - 2"17' - 1"20' - 0" 4' - 10 5/8"4' - 0"8' - 0"4' - 0"6' - 8"3' - 4"1' - 9 5/8" 5' - 4"4' - 0"7' - 11 11/16"4' - 0"6' - 8 5/16"3' - 4" 1' - 5" 10' - 5 3/8"4' - 4"16' - 1 3/8"4' - 4"2' - 8 1/4" 618 602 619 601 617 602 616 615 618 621 617 618 601 602 601 616 615 620 625 625 618 600600 3' - 4"23' - 10"3' - 4"1' - 10" 4' - 0"21' - 3 3/8" ROOF B 123' -0 1/2" FIRST FLOOR 100' -0" SECOND FLOOR 112' -0" PARAPET C 132' -0" ROOF A 110' -5 1/2" PARAPET A 119' -9" ROOF T.O.S. L.P. 126' -0 1/2" PARAPET D 130' -4" 8 7 6 5 4 3 2 1 ROOF C 124' -0 1/2" 3 A7.03 1 A7.03 2' - 0"2 A7.03 4 A7.032 A7.03 1 A7.03 S5 S5 S5 S5 S5 S9 S5 S5 S5S5 S5 S5 S3 S3 S3 S3 S3 S3 S3 S3 S3 S3 30' - 8"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 8" 46' - 8"4' - 0"15' - 4"4' - 0"8' - 0"4' - 0"14' - 0"15' - 8"3' - 4"1' - 8"6' - 0"4' - 0"8' - 0 3/8"4' - 0"15' - 4"4' - 0"15' - 4"4' - 0"7' - 11 5/8"4' - 0"6' - 0"4' - 0"5' - 4"4' - 0"6' - 0" 2' - 10 5/8"4' - 0"8' - 0"4' - 0"8' - 0"4' - 0"15' - 4"4' - 0"15' - 4"4' - 0"8' - 0"4' - 0"14' - 0"15' - 8"3' - 4"1' - 8"6' - 0"4' - 0"8' - 0"4' - 0"15' - 4"4' - 0"15' - 4"4' - 0"8' - 0"4' - 0"15' - 4"4' - 0"5' - 6 5/8" 007 008 618 602 601 617 602 616 615 619 618 615 618 621 617 618 602 601 617 602 616 615 619 619 8' - 4"3' - 0"ROOF B 123' -0 1/2" FIRST FLOOR 100' -0" PARAPET C 132' -0" ROOF A 110' -5 1/2" PARAPET A 119' -9" ROOF T.O.S. L.P. 126' -0 1/2" PARAPET D 130' -4" F ROOF C 124' -0 1/2" E 1 A7.02 xAxBxCxDxExF FOUNDATION PLAN T.O.S. EL. 100' -0" (E) T.B.E. EL. 110' -6" (E) ROOF EL. 123' -1 1/2" xAxBxCxDxExF SECOND FLOOR FRAMING EL. 111' -6 1/2" ROOF FRAMING EL. 126' -0 1/2" SCREEN WALL -LOW EL. 127' -7" SCREEN WALL -HIGH EL. 136' -0"FED Y Z T.O. PARAPET EL. 133' -4" Y Z 600600 © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 EXTERIOR ELEVATIONS 04 MARCH 2022 A6.01MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION1/8" = 1'-0"A6.01 3 south elevation EXTERIOR ELEVATIONS GENERAL NOTES # WINDOW TYPE - REFER TO SHEETS A10.02 & A10.03 FOR MORE INFORMATION. EXTERIOR BUILDING MATERIAL LIST EIFS - EIFS 1 - EIFS 2 SPLIT FACE CONCRETE MASONRY UNIT STOREFRONT TYPES CODED NOTES - EXTERIOR ELEV 600 EXISTING TO REMAIN 601 EXTERIOR INSULATION FINISHING SYSTEM 1. SEE SPECIFICATIONS. 602 EXTERIOR INSULATION FINISHING SYSTEM 2. SEE SPECIFICATIONS. 615 SPLIT FACE CONCRETE MASONRY UNIT VENEER 616 CONCRETE MASONRY UNIT SILL - SHAPE 1 617 EXTERIOR GLASS 1. SEE SPECIFICATIONS 618 COPING. SEE SPECIFICATIONS 619 4" DIAMETER DOWNSPOUT 620 EXISTING TO REMAIN 621 EXTERIOR GLASS 2. SEE SPECIFICATIONS 622 INFILL TO MATCH EXISTING 623 EXISTING WINDOW WITH NEW SPANDREL PANEL. SEE SPECIFICATIONS 624 EXISTING WINDOW WITH NEW FILM. SEE SPECIFICATIONS 625 NEW INFILL CONSTRUCTION TO MATCH ADJACENT EXISTING MATERIALS AND APPEARANCE 1/8" = 1'-0"A6.01 1 west elevation 1/8" = 1'-0"A6.01 2 south elevation ROOF B 123' -0 1/2" FIRST FLOOR 100' -0" SECOND FLOOR 112' -0" PARAPET C 132' -0" ROOF A 110' -5 1/2" PARAPET A 119' -9" ROOF T.O.S. L.P. 126' -0 1/2" PARAPET D 130' -4" 1 2.2 ROOF C 124' -0 1/2" 21 22 24 26 27 28202325 5 A7.01 FOUNDATION PLAN T.O.S. EL. 100' -0" (E) T.B.E. EL. 110' -6" (E) ROOF EL. 123' -1 1/2" x12 x10 x8 x7 x6.5 x6 x5 x2x15.5x11x9 x4 x3 SECOND FLOOR FRAMING EL. 111' -6 1/2" ROOF FRAMING EL. 126' -0 1/2" 1 2 3 4 5 6 7 8 SCREEN WALL -LOW EL. 127' -7" SCREEN WALL -HIGH EL. 136' -0"2.2 20 22 23 25 27 28212426 T.O. PARAPET EL. 133' -4" 1 A7.04 2 A7.04 3 A7.04 012 S8 618 601 602 601 616 615 619 618 602 601 622623 620 624 602 616 615 12' - 2 1/8"12' - 5 1/4"3/4"6' - 1 5/8"2 1/2"10' - 6 1/2"10' - 7 7/8"2 3/8"55' - 1 1/2"34' - 10 1/4" 31' - 6"3' - 4" 10' - 6"6' - 11 3/4"ROOF B 123' -0 1/2" FIRST FLOOR 100' -0" SECOND FLOOR 112' -0" PARAPET C 132' -0" ROOF A 110' -5 1/2" PARAPET A 119' -9" ROOF T.O.S. L.P. 126' -0 1/2" PARAPET D 130' -4" 87654321 ROOF C 124' -0 1/2" 5 A7.01 1 A7.04 2 A7.04 S2S2 S1 S1 S1 S1 S1 S1 S1 30' - 8"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 8" 12' - 10 5/8"4' - 0"8' - 0"4' - 0"28' - 0"4' - 0"8' - 0"4' - 0"8' - 0"4' - 0"65' - 4"23' - 6 5/8"4' - 0"8' - 0"4' - 0"8' - 0"4' - 0"8' - 0"4' - 0" 618 602 601 602 616 615 FIRST FLOOR 100' -0" ROOF A 110' -5 1/2" F E FOUNDATION PLAN T.O.S. EL. 100' -0" (E) T.B.E. EL. 110' -6" SECOND FLOOR FRAMING EL. 111' -6 1/2" 618 601 602 601 616 615 20' - 0" ROOF B 123' -0 1/2" FIRST FLOOR 100' -0" SECOND FLOOR 112' -0" PARAPET C 132' -0" ROOF A 110' -5 1/2" PARAPET A 119' -9" ROOF T.O.S. L.P. 126' -0 1/2" PARAPET D 130' -4" D AC ROOF C 124' -0 1/2" B 1 A7.02 xA xB xC xD xE 1 A7.01 2 A7.01 3 A7.01 YZ S6 S5 S5 S4S4 1' - 9 5/8"3' - 4"9' - 4"4' - 0"7' - 4"4' - 0"2' - 10 5/8" 10' - 0"17' - 10"16' - 4 1/2"9' - 8 5/8"13' - 11 3/8"12' - 9 1/4"11' - 4 1/2"6' - 2"13' - 3"10' - 10" 2' - 0"3' - 4"9' - 4"4' - 0"7' - 4"4' - 0"3' - 4" 602 618 601 619 617 602 615 616 618 621 617 004 005 006 3' - 0"5' - 4"618 625 625 600600 © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 EXTERIOR ELEVATIONS 04 MARCH 2022 A6.02MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONEXTERIOR ELEVATIONS GENERAL NOTES # WINDOW TYPE - REFER TO SHEETS A10.02 & A10.03 FOR MORE INFORMATION. EXTERIOR BUILDING MATERIAL LIST EIFS - EIFS 1 - SUBMIT MANUFACTURERS FULL RANGE TO MATCH EXISTING - EIFS 2 - SUBMIT MANUFACTURERS FULL RANGE TO MATCH EXISTING SPLIT FACE CONCRETE MASONRY UNIT - MATCH EXISTING STOREFRONT TYPES - MATCH EXISTING CODED NOTES - EXTERIOR ELEV 600 EXISTING TO REMAIN 601 EXTERIOR INSULATION FINISHING SYSTEM 1. SEE SPECIFICATIONS. 602 EXTERIOR INSULATION FINISHING SYSTEM 2. SEE SPECIFICATIONS. 615 SPLIT FACE CONCRETE MASONRY UNIT VENEER 616 CONCRETE MASONRY UNIT SILL - SHAPE 1 617 EXTERIOR GLASS 1. SEE SPECIFICATIONS 618 COPING. SEE SPECIFICATIONS 619 4" DIAMETER DOWNSPOUT 620 EXISTING TO REMAIN 621 EXTERIOR GLASS 2. SEE SPECIFICATIONS 622 INFILL TO MATCH EXISTING 623 EXISTING WINDOW WITH NEW SPANDREL PANEL. SEE SPECIFICATIONS 624 EXISTING WINDOW WITH NEW FILM. SEE SPECIFICATIONS 625 NEW INFILL CONSTRUCTION TO MATCH ADJACENT EXISTING MATERIALS AND APPEARANCE 1/8" = 1'-0"A6.02 2 east elevation 1/8" = 1'-0"A6.02 1 east elevation/section 1/8" = 1'-0"A6.02 3 north elevation 1/8" = 1'-0"A6.02 4 north elevation FIRST FLOOR 100' -0" SECOND FLOOR 112' -0" PARAPET D 130' -4" 8 8"10' - 0"1' - 5 1/4"14' - 11 1/2"3' - 3 1/4"6" 701701 707 708 709 710 711 712 713 6" 715 714 716 717 718 719 720 721 722 724 717 725 720 757 726 727 729 728 730 731 733 733 716 714 715 722 737 737 740 739 731 739 A7.07 2 A7.07 1 A7.07 3 705 702 706 FIRST FLOOR 100' -0" SECOND FLOOR 112' -0" PARAPET A 119' -9" PARAPET D 130' -4" 8 ROOF C 124' -0 1/2" 701 708 709 711 734 735 736 724 725 720 757 726 727 729 728 730 731 715 714 716 709 1' - 0"4' - 4"8"2' - 8"4' - 4"5' - 4"10' - 0"6' - 8 3/4"2' - 10 3/4"1' - 5 1/4"732 731 734 720 716 731 714 715 722 718 719 742 717 738 717 731 735 A7.07 6 A7.07 5 3' - 0"706 702 705 3' - 0"FIRST FLOOR 100' -0" SECOND FLOOR 112' -0" ROOF A 110' -5 1/2" PARAPET D 130' -4" 8 ROOF C 124' -0 1/2" 703 702 705 701 711 2"3' - 9"2"3' - 9"2"8' - 10"2"4' - 10"2"7' - 0"743 741 735 718 719 717 733 733 1' - 4"723 729 717 728 726 727 740 724 731 730 744 714 738 723 745 A7.07 4 A7.07 7 A7.07 8 757 737 738 723 737 746 FIRST FLOOR 100' -0" 1 708 709 715 714 716 739 731 739 703 711 701701 706 702 705 4' - 8"8"731 721 5' - 3"1' - 6 1/4"3' - 6 3/4"730728 757 737 720 724 717 722 716 714 715 746 733 6"6"15' - 8"752 753 754 712 FIRST FLOOR 100' -0" SECOND FLOOR 112' -0" PARAPET D 130' -4" D xF 6" 731 732 731 730729 728 757 720 727 740 726 724 717 733 5 3/8" 724 725 740 726 727 719 717 718 5' - 0"6' - 8 3/4"3' - 3 1/4"735 722 715 714 716 737 T.O.S.11' - 6 1/2"A7.07 9 A7.07 10 738 731731 8' - 4"703 711 702 © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 EXTERIOR WALL SECTIONS 04 MARCH 2022 A7.01MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION1/2" = 1'-0"A7.01 1 wall section 1/2" = 1'-0"A7.01 2 wall section 1/2" = 1'-0"A7.01 3 wall section 1/2" = 1'-0"A7.01 4 wall section 1/2" = 1'-0"A7.01 5 wall section CODED NOTES - WALL SECTIONS 701 CONCRETE FOUNDATION - SEE STRUCTURAL DRAWINGS 702 CONCRETE SLAB ON GRADE OVER 15 MIL VAPOR BARRIER - SEE STRUCTURAL DRAWINGS 703 COMPACTED FILL - SEE STRUCTURAL DRAWINGS 705 2" RIGID PERIMETER FOUNDATION INSULATION 706 2" RIGID INSULATION - BELOW SLAB 707 GROUT CAVITY SOLID 708 METAL BASE FLASHING 709 THROUGH WALL MEMBRANE FLASHING 710 CONTINUOUS MORTAR NET 711 STONE DRAINAGE BASECOURSE - SEE STRUCTURAL DRAWINGS 712 2" POLYISOCYANURATE INSULATION BOARD 713 4" X 8" X 16" SPLIT FACE CONCRETE MASONRY UNIT VENEER 714 5/8" EXTERIOR GYPSUM SHEATHING 715 FLUID APPLIED VAPOR PERMEABLE MEMBRANE AIR BARRIER 716 6" COLD FORMED METAL FRAMING - SEE STRUCTURAL DRAWINGS 717 STEEL STRUCTURAL FRAMING - SEE STRUCTURAL DRAWINGS 718 METAL FLOOR DECK WITH CONCRETE TOPPING - SEE STRUCTURAL DRAWINGS 719 CONTINUOUS STEEL BENT PLATE - SEE STRUCTURAL DRAWINGS 720 COLD FORMED METAL FRAMING CLIP BY CFMF MANUFACTURER 721 CONCRETE MASONRY UNIT SILL - SHAPE 1 722 EXTERIOR INSULATION FINISH SYSTEM 723 INTERIOR PARTITION - SEE FLOOR PLANS 724 METAL ROOF DECK - SEE STRUCTURAL DRAWINGS 725 VAPOR RETARDER 726 THERMOPLASTIC POLYOLEFIN MEMBRANE ROOFING 727 5" POLYISOCYANURATE ROOFING INSULATION 728 TERMINATION BAR 729 VERTICAL TPO MEMBRANE APPLICATION 730 PRE-FABRICATED PREFINISHED METAL WALL CAP FLASHING 731 FIRE RETARDANT TREATED WOOD BLOCKING 732 SOLID SURFACE WINDOW STOOL - SEE INTERIORS SCHEDULE 733 LAY-IN CEILING SYSTEM - SEE INTERIORS SCHEDULE 734 CONCRETE MASONRY UNIT SILL - SHAPE 2 735 4 1/2" DEEP ALUMINUM STOREFRONT WINDOW SYSTEM 736 BACKER ROD AND SEALANT 737 EXTERIOR BATT INSULATION 738 BOXED-BEAM C.F.MS. HEADER - SEE STRUCTURAL DRAWINGS 739 CAVITY VENT/ WEEP 740 1" HIGH DENSITY POLYISOCYANURATE ROOF INSULATION 741 ALUMINUM AND GLASS ENTRY SYSTEM 742 LOOSE STEEL LINTEL - SEE GENERAL STRUCTURAL NOTES 743 FROST SLAB - SEE STRUCTURAL DRAWINGS 744 COLD FORMED METAL FRAMING - NON STRUCTURAL 745 ALUMINUM DOOR THRESHOLD - SEE DOOR HARDWARE 746 5/8" GYPSUM BOARD - FINISH PER FINISH SCHEDULE 747 EXISTING CONSTRUCTION TO REMAIN 748 NEW ROOF DRAIN - SEE PLUMBING DRAWINGS 749 TAPERED INSULATION CRICKET BACK TO NEW DRAINS OR THROUGH WALL SCUPPERS 750 PATCH AND REPAIR ALL MEMBRANE ROOFING AT NEW ROOF DRAIN INSTALLATIONS 752 SHEET METAL CONDUCTOR HEAD AND INTEGRAL SCUPPER PER SMACNA SPECIFICATIONS 753 4" DIAMETER DOWNSPOUT 754 STORMWATER DISCHARGE - SEE CIVIL DRAWINGS FOR CONNECTIONS 755 3" POLYISOCYANURATE INSULATION BOARD 756 8" X 8" X 16" CONCRETE MASONRY UNIT 757 CONTINUOUS STEEL ANGLE - SEE STRUCTURAL DRAWINGS 758 NEW INFILL CONSTRUCTION - MATCH ADJACENT EXISTING MATERIALS, SEE ELEVATIONS FOR EXTENTS 759 NEW ROOFING AT NEW INFILL ROOF = MATCH ADJACENT EXISTING ROOFING MATERIAL AND CONSTRUCTION FIRST FLOOR 100' -0" PARAPET C 132' -0" ROOF A 110' -5 1/2" PARAPET A 119' -9" ROOF T.O.S. L.P. 126' -0 1/2" 8x2 750 730 758758 758 758 758758 730 750 747 747 747747 747747 759 759 747747 733 747 733 © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 EXTERIOR WALL SECTIONS 04 MARCH 2022 A7.02MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION1/2" = 1'-0"A7.02 1 wall section CODED NOTES - WALL SECTIONS 701 CONCRETE FOUNDATION - SEE STRUCTURAL DRAWINGS 702 CONCRETE SLAB ON GRADE OVER 15 MIL VAPOR BARRIER - SEE STRUCTURAL DRAWINGS 703 COMPACTED FILL - SEE STRUCTURAL DRAWINGS 705 2" RIGID PERIMETER FOUNDATION INSULATION 706 2" RIGID INSULATION - BELOW SLAB 707 GROUT CAVITY SOLID 708 METAL BASE FLASHING 709 THROUGH WALL MEMBRANE FLASHING 710 CONTINUOUS MORTAR NET 711 STONE DRAINAGE BASECOURSE - SEE STRUCTURAL DRAWINGS 712 2" POLYISOCYANURATE INSULATION BOARD 713 4" X 8" X 16" SPLIT FACE CONCRETE MASONRY UNIT VENEER 714 5/8" EXTERIOR GYPSUM SHEATHING 715 FLUID APPLIED VAPOR PERMEABLE MEMBRANE AIR BARRIER 716 6" COLD FORMED METAL FRAMING - SEE STRUCTURAL DRAWINGS 717 STEEL STRUCTURAL FRAMING - SEE STRUCTURAL DRAWINGS 718 METAL FLOOR DECK WITH CONCRETE TOPPING - SEE STRUCTURAL DRAWINGS 719 CONTINUOUS STEEL BENT PLATE - SEE STRUCTURAL DRAWINGS 720 COLD FORMED METAL FRAMING CLIP BY CFMF MANUFACTURER 721 CONCRETE MASONRY UNIT SILL - SHAPE 1 722 EXTERIOR INSULATION FINISH SYSTEM 723 INTERIOR PARTITION - SEE FLOOR PLANS 724 METAL ROOF DECK - SEE STRUCTURAL DRAWINGS 725 VAPOR RETARDER 726 THERMOPLASTIC POLYOLEFIN MEMBRANE ROOFING 727 5" POLYISOCYANURATE ROOFING INSULATION 728 TERMINATION BAR 729 VERTICAL TPO MEMBRANE APPLICATION 730 PRE-FABRICATED PREFINISHED METAL WALL CAP FLASHING 731 FIRE RETARDANT TREATED WOOD BLOCKING 732 SOLID SURFACE WINDOW STOOL - SEE INTERIORS SCHEDULE 733 LAY-IN CEILING SYSTEM - SEE INTERIORS SCHEDULE 734 CONCRETE MASONRY UNIT SILL - SHAPE 2 735 4 1/2" DEEP ALUMINUM STOREFRONT WINDOW SYSTEM 736 BACKER ROD AND SEALANT 737 EXTERIOR BATT INSULATION 738 BOXED-BEAM C.F.MS. HEADER - SEE STRUCTURAL DRAWINGS 739 CAVITY VENT/ WEEP 740 1" HIGH DENSITY POLYISOCYANURATE ROOF INSULATION 741 ALUMINUM AND GLASS ENTRY SYSTEM 742 LOOSE STEEL LINTEL - SEE GENERAL STRUCTURAL NOTES 743 FROST SLAB - SEE STRUCTURAL DRAWINGS 744 COLD FORMED METAL FRAMING - NON STRUCTURAL 745 ALUMINUM DOOR THRESHOLD - SEE DOOR HARDWARE 746 5/8" GYPSUM BOARD - FINISH PER FINISH SCHEDULE 747 EXISTING CONSTRUCTION TO REMAIN 748 NEW ROOF DRAIN - SEE PLUMBING DRAWINGS 749 TAPERED INSULATION CRICKET BACK TO NEW DRAINS OR THROUGH WALL SCUPPERS 750 PATCH AND REPAIR ALL MEMBRANE ROOFING AT NEW ROOF DRAIN INSTALLATIONS 752 SHEET METAL CONDUCTOR HEAD AND INTEGRAL SCUPPER PER SMACNA SPECIFICATIONS 753 4" DIAMETER DOWNSPOUT 754 STORMWATER DISCHARGE - SEE CIVIL DRAWINGS FOR CONNECTIONS 755 3" POLYISOCYANURATE INSULATION BOARD 756 8" X 8" X 16" CONCRETE MASONRY UNIT 757 CONTINUOUS STEEL ANGLE - SEE STRUCTURAL DRAWINGS 758 NEW INFILL CONSTRUCTION - MATCH ADJACENT EXISTING MATERIALS, SEE ELEVATIONS FOR EXTENTS 759 NEW ROOFING AT NEW INFILL ROOF = MATCH ADJACENT EXISTING ROOFING MATERIAL AND CONSTRUCTION FIRST FLOOR 100' -0" SECOND FLOOR 112' -0" ROOF T.O.S. L.P. 126' -0 1/2" PARAPET D 130' -4" A ROOF C 124' -0 1/2" 701 708 709 715 736 731 742 709 714 716 734 716 714 715 720 722 731 738 720 730 731729 728 757 740 727 726 724 725 717 718 732 732 719 5' - 4"8"1' - 5 1/4"6"6"4"5' - 4"10' - 0"2' - 10 3/4"6' - 8 3/4"A7.08 7 A7.08 8 2' - 8"4' - 4"4' - 4"2' - 8"A7.07 6 A7.07 1 A7.07 5 FIRST FLOOR 100' -0" SECOND FLOOR 112' -0" ROOF T.O.S. L.P. 126' -0 1/2" PARAPET D 130' -4" A 701 707 708 709 710 739 705 706 703 711 702 8"10' - 0"19' - 8"1' - 5 1/4"14' - 11 1/2"3' - 3 1/4"746 739 731 721 714 715 712 713 737 716 722 716 714 715 746 717 718 719 720 717717 757 720 752 753 753 754 724 725 727 740 726 749 731 730 FIRST FLOOR 100' -0" SECOND FLOOR 112' -0" ROOF T.O.S. L.P. 126' -0 1/2" PARAPET D 130' -4" 701 745703 711 741 735 744 730 731 729 728 726 714 7' - 0"2"4' - 10"2"8' - 10"2"5' - 10"2"3' - 1"2"3' - 1 1/2"2"757 FIRST FLOOR 100' -0" SECOND FLOOR 112' -0" ROOF T.O.S. L.P. 126' -0 1/2" A 701 708 739 709 715 755 731 730 2' - 4"7 5/8"35' - 4"756 A7.08 4 A7.08 5 A7.08 6 © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 EXTERIOR WALL SECTIONS 04 MARCH 2022 A7.03MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION1/2" = 1'-0"A7.03 1 wall section 1/2" = 1'-0"A7.03 2 wall section 1/2" = 1'-0"A7.03 3 wall section 1/2" = 1'-0"A7.03 4 wall section CODED NOTES - WALL SECTIONS 701 CONCRETE FOUNDATION - SEE STRUCTURAL DRAWINGS 702 CONCRETE SLAB ON GRADE OVER 15 MIL VAPOR BARRIER - SEE STRUCTURAL DRAWINGS 703 COMPACTED FILL - SEE STRUCTURAL DRAWINGS 705 2" RIGID PERIMETER FOUNDATION INSULATION 706 2" RIGID INSULATION - BELOW SLAB 707 GROUT CAVITY SOLID 708 METAL BASE FLASHING 709 THROUGH WALL MEMBRANE FLASHING 710 CONTINUOUS MORTAR NET 711 STONE DRAINAGE BASECOURSE - SEE STRUCTURAL DRAWINGS 712 2" POLYISOCYANURATE INSULATION BOARD 713 4" X 8" X 16" SPLIT FACE CONCRETE MASONRY UNIT VENEER 714 5/8" EXTERIOR GYPSUM SHEATHING 715 FLUID APPLIED VAPOR PERMEABLE MEMBRANE AIR BARRIER 716 6" COLD FORMED METAL FRAMING - SEE STRUCTURAL DRAWINGS 717 STEEL STRUCTURAL FRAMING - SEE STRUCTURAL DRAWINGS 718 METAL FLOOR DECK WITH CONCRETE TOPPING - SEE STRUCTURAL DRAWINGS 719 CONTINUOUS STEEL BENT PLATE - SEE STRUCTURAL DRAWINGS 720 COLD FORMED METAL FRAMING CLIP BY CFMF MANUFACTURER 721 CONCRETE MASONRY UNIT SILL - SHAPE 1 722 EXTERIOR INSULATION FINISH SYSTEM 723 INTERIOR PARTITION - SEE FLOOR PLANS 724 METAL ROOF DECK - SEE STRUCTURAL DRAWINGS 725 VAPOR RETARDER 726 THERMOPLASTIC POLYOLEFIN MEMBRANE ROOFING 727 5" POLYISOCYANURATE ROOFING INSULATION 728 TERMINATION BAR 729 VERTICAL TPO MEMBRANE APPLICATION 730 PRE-FABRICATED PREFINISHED METAL WALL CAP FLASHING 731 FIRE RETARDANT TREATED WOOD BLOCKING 732 SOLID SURFACE WINDOW STOOL - SEE INTERIORS SCHEDULE 733 LAY-IN CEILING SYSTEM - SEE INTERIORS SCHEDULE 734 CONCRETE MASONRY UNIT SILL - SHAPE 2 735 4 1/2" DEEP ALUMINUM STOREFRONT WINDOW SYSTEM 736 BACKER ROD AND SEALANT 737 EXTERIOR BATT INSULATION 738 BOXED-BEAM C.F.MS. HEADER - SEE STRUCTURAL DRAWINGS 739 CAVITY VENT/ WEEP 740 1" HIGH DENSITY POLYISOCYANURATE ROOF INSULATION 741 ALUMINUM AND GLASS ENTRY SYSTEM 742 LOOSE STEEL LINTEL - SEE GENERAL STRUCTURAL NOTES 743 FROST SLAB - SEE STRUCTURAL DRAWINGS 744 COLD FORMED METAL FRAMING - NON STRUCTURAL 745 ALUMINUM DOOR THRESHOLD - SEE DOOR HARDWARE 746 5/8" GYPSUM BOARD - FINISH PER FINISH SCHEDULE 747 EXISTING CONSTRUCTION TO REMAIN 748 NEW ROOF DRAIN - SEE PLUMBING DRAWINGS 749 TAPERED INSULATION CRICKET BACK TO NEW DRAINS OR THROUGH WALL SCUPPERS 750 PATCH AND REPAIR ALL MEMBRANE ROOFING AT NEW ROOF DRAIN INSTALLATIONS 752 SHEET METAL CONDUCTOR HEAD AND INTEGRAL SCUPPER PER SMACNA SPECIFICATIONS 753 4" DIAMETER DOWNSPOUT 754 STORMWATER DISCHARGE - SEE CIVIL DRAWINGS FOR CONNECTIONS 755 3" POLYISOCYANURATE INSULATION BOARD 756 8" X 8" X 16" CONCRETE MASONRY UNIT 757 CONTINUOUS STEEL ANGLE - SEE STRUCTURAL DRAWINGS 758 NEW INFILL CONSTRUCTION - MATCH ADJACENT EXISTING MATERIALS, SEE ELEVATIONS FOR EXTENTS 759 NEW ROOFING AT NEW INFILL ROOF = MATCH ADJACENT EXISTING ROOFING MATERIAL AND CONSTRUCTION FIRST FLOOR 100' -0" SECOND FLOOR 112' -0" PARAPET D 130' -4" D xF 6"6" 720 729 728 737 738 731 730 740 727 726 724 725 717 731 735 731 732 718 717 702 747 703 747 746 722 715 714 737 716 746 733 720 728 MIN.8"748 711 A7.08 2 A7.08 1 757 8' - 4"4' - 2"ROOF B 123' -0 1/2" FIRST FLOOR 100' -0" SECOND FLOOR 112' -0" ROOF T.O.S. L.P. 126' -0 1/2" PARAPET D 130' -4" D xF 702 703 746 747 733 718 719 723 747 733 749 726 748 728 750 717 738 724 720 731 725 727 740 726 716 737 747 15' - 5"711 A7.08 3 757 FIRST FLOOR 100' -0" F 705 702 706 711 703 701701 708 739 709 710 715 712 714 737 716 746 739 731 721 716 714 715 722 717 724 725 727 740 726 728 731 730 720 757 © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 EXTERIOR WALL SECTIONS 04 MARCH 2022 A7.04MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION1/2" = 1'-0"A7.04 1 wall section 1/2" = 1'-0"A7.04 2 wall section 1/2" = 1'-0"A7.04 3 wall section CODED NOTES - WALL SECTIONS 701 CONCRETE FOUNDATION - SEE STRUCTURAL DRAWINGS 702 CONCRETE SLAB ON GRADE OVER 15 MIL VAPOR BARRIER - SEE STRUCTURAL DRAWINGS 703 COMPACTED FILL - SEE STRUCTURAL DRAWINGS 705 2" RIGID PERIMETER FOUNDATION INSULATION 706 2" RIGID INSULATION - BELOW SLAB 707 GROUT CAVITY SOLID 708 METAL BASE FLASHING 709 THROUGH WALL MEMBRANE FLASHING 710 CONTINUOUS MORTAR NET 711 STONE DRAINAGE BASECOURSE - SEE STRUCTURAL DRAWINGS 712 2" POLYISOCYANURATE INSULATION BOARD 713 4" X 8" X 16" SPLIT FACE CONCRETE MASONRY UNIT VENEER 714 5/8" EXTERIOR GYPSUM SHEATHING 715 FLUID APPLIED VAPOR PERMEABLE MEMBRANE AIR BARRIER 716 6" COLD FORMED METAL FRAMING - SEE STRUCTURAL DRAWINGS 717 STEEL STRUCTURAL FRAMING - SEE STRUCTURAL DRAWINGS 718 METAL FLOOR DECK WITH CONCRETE TOPPING - SEE STRUCTURAL DRAWINGS 719 CONTINUOUS STEEL BENT PLATE - SEE STRUCTURAL DRAWINGS 720 COLD FORMED METAL FRAMING CLIP BY CFMF MANUFACTURER 721 CONCRETE MASONRY UNIT SILL - SHAPE 1 722 EXTERIOR INSULATION FINISH SYSTEM 723 INTERIOR PARTITION - SEE FLOOR PLANS 724 METAL ROOF DECK - SEE STRUCTURAL DRAWINGS 725 VAPOR RETARDER 726 THERMOPLASTIC POLYOLEFIN MEMBRANE ROOFING 727 5" POLYISOCYANURATE ROOFING INSULATION 728 TERMINATION BAR 729 VERTICAL TPO MEMBRANE APPLICATION 730 PRE-FABRICATED PREFINISHED METAL WALL CAP FLASHING 731 FIRE RETARDANT TREATED WOOD BLOCKING 732 SOLID SURFACE WINDOW STOOL - SEE INTERIORS SCHEDULE 733 LAY-IN CEILING SYSTEM - SEE INTERIORS SCHEDULE 734 CONCRETE MASONRY UNIT SILL - SHAPE 2 735 4 1/2" DEEP ALUMINUM STOREFRONT WINDOW SYSTEM 736 BACKER ROD AND SEALANT 737 EXTERIOR BATT INSULATION 738 BOXED-BEAM C.F.MS. HEADER - SEE STRUCTURAL DRAWINGS 739 CAVITY VENT/ WEEP 740 1" HIGH DENSITY POLYISOCYANURATE ROOF INSULATION 741 ALUMINUM AND GLASS ENTRY SYSTEM 742 LOOSE STEEL LINTEL - SEE GENERAL STRUCTURAL NOTES 743 FROST SLAB - SEE STRUCTURAL DRAWINGS 744 COLD FORMED METAL FRAMING - NON STRUCTURAL 745 ALUMINUM DOOR THRESHOLD - SEE DOOR HARDWARE 746 5/8" GYPSUM BOARD - FINISH PER FINISH SCHEDULE 747 EXISTING CONSTRUCTION TO REMAIN 748 NEW ROOF DRAIN - SEE PLUMBING DRAWINGS 749 TAPERED INSULATION CRICKET BACK TO NEW DRAINS OR THROUGH WALL SCUPPERS 750 PATCH AND REPAIR ALL MEMBRANE ROOFING AT NEW ROOF DRAIN INSTALLATIONS 752 SHEET METAL CONDUCTOR HEAD AND INTEGRAL SCUPPER PER SMACNA SPECIFICATIONS 753 4" DIAMETER DOWNSPOUT 754 STORMWATER DISCHARGE - SEE CIVIL DRAWINGS FOR CONNECTIONS 755 3" POLYISOCYANURATE INSULATION BOARD 756 8" X 8" X 16" CONCRETE MASONRY UNIT 757 CONTINUOUS STEEL ANGLE - SEE STRUCTURAL DRAWINGS 758 NEW INFILL CONSTRUCTION - MATCH ADJACENT EXISTING MATERIALS, SEE ELEVATIONS FOR EXTENTS 759 NEW ROOFING AT NEW INFILL ROOF = MATCH ADJACENT EXISTING ROOFING MATERIAL AND CONSTRUCTION FIRST FLOOR 100' -0" SECOND FLOOR 112' -0" ROOF T.O.S. L.P. 126' -0 1/2" ELEV PIT 96' -0"14' - 0 1/2"12' - 0"PIT DEPTH4' - 0"CLEAR OPENING7' - 0"CLEAR OPENING7' - 0"MIN. ROUGH OPENING8' - 3"MIN. ROUGH OPENING8' - 3"1' - 4"3' - 6"PIT LADDER: 2.5" x 3/8" FLAT BAR STRINGERS, 3/4" DIA RUNGS 12" @ O.C., 4 1/2" CLEARANCE BETWEEN RUNGS AND WALL. LOCATE AS SHOWN ON APPROVED ELEVATOR SHOP DWGS. SILL SUPPORT BY ELEV MFR WATERPROOFING 8" CONC WALL 4" PREF FDN DRAIN AROUND PIT WATERPROOFING ON BOTTOM OF SLAB HOIST BEAM ELEVATOR POWER UNIT CLEAR2" MIN.13' - 7 1/4" (12 '- 5" MIN. CLEAR)ELEVATOR HOISTWAY VENT AS REQUIRED 8" CMU - COORDINATE W/ STRUCTURAL DRAWINGS FIRE STOP AND SEALANT IN FLUTES 1HR RATED OVERHEAD COILING DOOR 1 HR RATED CEILING - SEE RCP 1 A7.05 2' - 6" CLEAR OPENING 3' - 6"2' - 6" LEAVE OUT UNTIL ELEV FRAME AND CONTROLER ARE IN PLACE 8' - 6" ROUGH OPENING A7.05 3 PIT LADDER - LOCATE PER ELEV MFR SHOP DWGS SUMP BY P.C., LOCATE PER ELEV MFR SHOP DWGS ELEVATOR CAB PROVIDE POCKETS IN CORRIDOR WALL FOR HALL FIXTURES AS DIRECTED BY ELEV CONTRACTOR PROVIDE LIGHT AND SWITCH NEAR LADDER CONTROL PANEL 7 3/4"1 1/2"2"1/2"2" 8" C.M.U. JAMB FRAME BY ELEVATOR MFR G.C. FILL BETWEEN R.O. AND FRAME AFTER FRAME IS SET 5/8" GYP BD ON 7/8" MTL FURRING CORRIDOR SIDE OF OPENING © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 ELEVATOR - PLANS, SECTIONS & DETAILS 04 MARCH 2022 A7.05MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION1/2" = 1'-0"A7.05 1 section - elevator shaft 1/2" = 1'-0"A7.05 2 enlarged plan - elevator shaft 1 1/2" = 1'-0"A7.05 3 detail - elevator dr jamb A 3 A7.06 UP 18' - 0" 5' - 7" (9T @ 11") 8' - 3"4' - 2"10' - 0 3/4"4' - 2"1' - 8 3/4"4' - 2"4 A7.06 PROTECTIVE GUARD RAIL A 3 A7.06 18' - 0" 4' - 8" (10 T @11") 9' - 2"4' - 2"10' - 0 3/4"4' - 2"1' - 8 3/4"4' - 2"4 A7.06 4' - 6"42" HIGH GUARDRAIL FIRST FLOOR 100' -0" SECOND FLOOR 112' -0"9' - 0"12' - 0"(11 R)6' - 3 3/8"(10 R)5' - 8 5/8"(9 T @ 11") 8' - 3" 4' - 8" (10T @ 11") 9' - 2"4' - 2" A7.06 8 A7.06 9 BENT CLOSURE PLATE BEYOND SEE FLOOR PLAN STRUCTURAL OPENING 1 1/2"TREAD DEPTH 2"STRUCTURAL DRAWINGS VERIFY W/ CONCRETE FILL WITH WELDED WIRE FABRIC REINFORCING ON METAL PAN (TYP) STEEL STRINGER STEEL CLIP ANGLE STEEL BRACKETS METAL PAN RISER AND SUBTREAD CONCRETE FILL W/ REINFORCING SEE STAIR SECTION OR FLOOR PLANDIM.TYP. RISER1"N.T.S.(2")2" MIN. 11"MAX7" TYP.1 1/2"T.O. HANDRAIL3' - 0"1 1/2" DIA. PAINTED METAL PIPE MOUNTED TO WALL, TYP. STEEL STRINGER CONCRETE TREAD IN WELDED STEEL PAN 1" NOSING 6 A7.06SEE FLOOR PLANSEE FLOOR PLAN BENT CLOSURE PLATE BEYOND CONC FILL WITH WIRE MESH REINF ON MTL PAN (TYP) STEEL ANGLE STIFFENER STEEL CHANNEL HEADER STEEL STRINGER3" DEPTH TREAD 2" 1 1/2" DIAMETER 13 GAUGE STEEL TUBING HANDRAIL 3/8" STEEL BRACKET MOUNTING PLATE PROVIDE SOLID F.R.T. WOOD BLOCKING IN WALL CAVITY INTERIOR PARTITION, REFER TO FLOOR PLAN AND PARTITION SCHEDULE FIRST FLOOR 100' -0" SECOND FLOOR 112' -0" ROOF A 110' -5 1/2" A7.06 5 A7.06 7 5' - 8 5/8"PROTECTIVE GAURD RAIL3'-6".GUARDRAIL © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 STAIR - PLANS, SECTIONS & DETAILS 04 MARCH 2022 A7.06MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION1/4" = 1'-0"A7.06 1 first floor - stair plan 1/4" = 1'-0"A7.06 2 second floor - stair plan 1/2" = 1'-0"A7.06 3 stair section 1" = 1'-0"A7.06 9 detail - top of stair 1" = 1'-0"A7.06 7 detail - stair base 1" = 1'-0"A7.06 5 detail - typical stair with handrail 1" = 1'-0"A7.06 8 detail - stair landing 1 1/2" = 1'-0"A7.06 6 detail - railing mounting to wall 1/2" = 1'-0"A7.06 4 stair section 2 FIRST FLOOR 100' -0" 8 FOUNDATION PLAN T.O.S. EL. 100' -0" 5/8" EXTERIOR GYPSUM BOARD 6" COLD FORMED METAL STUDS AT 16" O.C. CONCRETE MASONRY UNITS - FOUNDATION - SEE STRUCTURAL DRAWINGS 5/8" GYPSUM BOARD FLUID APPLIED VAPOR PERMEABLE AIR/ MOISTURE BARRIER 4" CONCRETE SLAB ON GRADE OVER 15 MIL VAPOR BARRIER - SEE STRUCTURAL DRAWINGS 2" RIGID INSULATION BELOW CONCRETE SLAB 4" BATT INSULATION GROUT SOLID AT CMU BASE CMU WEEPS AT 24" O.C. 4" CONCRETE MASONRY UNITS - SPLIT FACE 2" RIGID CAVITY INSULATION 2" RIGID PERIMETER FOUNDATION INSULATION MORTAR NET AT MASONRY CAVITY BASE CONCRETE FOOTING - SEE STRUCTURAL DRAWINGS 6"1' - 3 5/8" 6" 5/8"6"5/8"2"1 3/4"3 5/8" 1' - 2 5/8" METAL DRIP EDGE AT THROUGH WALL FLASHING FLEXIBLE THROUGH WALL FLASHING 8 SECOND FLOOR FRAMING EL. 111' -6 1/2" 5/8" EXTERIOR GYPSUM BOARD 6" COLD FORMED METAL STUDS AT 16" O.C. EXTERIOR INSULATION AND FINISH SYSTEM 4" MINERAL WOOL BATT INSULATION 5/8" GYPSUM BOARD FLUID APPLIED VAPOR PERMEABLE AIR/ MOISTURE BARRIER 3 1/2" CONCRETE OVER 2" METAL ROOF DECK - SEE STRUCTURAL DRAWINGS STRUCTURAL STEEL FRAMING - SEE STRUCTURAL DRAWINGS "VEE" GROOVE - MATCH EXISTING - SEE ELEVATIONS FOR LOCATIONS CONTINUOUS BENT PLATE - SEE STRUCTURAL DRAWINGS COLD FORMED METAL FRAMING CLIP BY CFMF MANUFACTURER E.I.F.S. STARTER TRACK WITH WEEPS CONCRETE MASONRY UNIT SILL - SHAPE 1 GROUT SOLID BEHIND CMU SILL CAVITY VENT AT 24" O.C. FRT CONTINUOUS BLOCKING LEDGER 4" CONCRETE MASONRY UNITS - SPLIT FACE 2" RIGID CAVITY INSULATION 6"6"5/8"2" 1 3/4" 3 5/8" 9 1/4" ROOF T.O.S. L.P. 126' -0 1/2" PARAPET D 130' -4" 8 FIRE RETARDANT TREATED WOOD BLOCKING PRE-FABRICATED PREFINISHED METAL WALL CAP FLASHING 5/8" EXTERIOR GYPSUM BOARD 6" COLD FORMED METAL STUDS AT 16" O.C. EXTERIOR INSULATION AND FINISH SYSTEM 4" MINERAL WOOL BATT INSULATION 2"5/8"6"5/8" 5/8" EXTERIOR GYPSUM BOARD FLUID APPLIED VAPOR PERMEABLE AIR/ MOISTURE BARRIER MIN.8"1" FULLY ADHERED MEMBRANE FLASHING - FASTEN AT TOP OF WALL UNDER CAP FLASHING FASTENER AND FASTENER PLATE BY MEMBRANE ROOFING MANUFACTURER FULLY ADHERED THERMOPLASTIC POLYOLEFIN MEMBRANE ROOFING - INSTALL PER MFR RECOMMENDATIONS 5" POLYISOCYANURATE ROOF INSULATION 1" HIGH DENSITY POLY- ISOCYANURATE ROOF INSULATION VAPOR RETARDER 3" METAL ROOF DECK - SEE STRUCTURAL DRAWINGS STRUCTURAL STEEL FRAMING - SEE STRUCTURAL DRAWINGS "VEE" GROOVE - MATCH EXISTING - SEE ELEVATIONS FOR LOCATIONS CONTINUOUS STEEL ANGLE - SEE STRUCTURAL DRAWINGS COLD FORMED METAL FRAMING CLIP BY CFMF MANUFACTURER 6"VARIES - SLOPING ROOF9 1/4" 8 (E) T.B.E. EL. 110' -6" 5/8" EXTERIOR GYPSUM BOARD 6" COLD FORMED METAL STUDS AT 16" O.C. 4" BATT INSULATION 5/8" GYPSUM BOARD FLUID APPLIED VAPOR PERMEABLE AIR/ MOISTURE BARRIER STRUCTURAL STEEL FRAMING - SEE STRUCTURAL DRAWINGS MASONRY WEEPS AT 24" O.C. FRT CONTINUOUS BLOCKING LEDGER 4" CONCRETE MASONRY UNITS - SPLIT FACE EXTERIOR INSULATION AND FINISH SYSTEM E.I.F.S. STARTER TRACK WITH WEEPS CONCRETE MASONRY UNIT SILL - SHAPE 1 GROUT SOLID BEHIND CMU SILL CAVITY VENT AT 24" O.C. 4" CONCRETE MASONRY UNITS - SPLIT FACE 2" RIGID CAVITY INSULATION LOOSE LINTEL - SIZED PER LINTEL NOTES ON SHEET S0.00 BACKER ROD AND SEALANT 4 1/2" ALUMINUM STOREFRONT SYSTEM - SEE SPECIFICATIONS THROUGH WALL FLASHING BOXED-BEAM COLD FORM METAL STUD HEADER - SEE STRUCTURAL DRAWINGS 2 5/8"4 1/2" BACKER ROD AND SEALANT SHIM AS NEEDED LAY-IN CEILING SYSTEM 3/4" 6" 6"6"5/8"2" 8 5/8" EXTERIOR GYPSUM BOARD 6" COLD FORMED METAL STUDS AT 16" O.C. 4" BATT INSULATION 5/8" GYPSUM BOARD FLUID APPLIED VAPOR PERMEABLE AIR/ MOISTURE BARRIER FRT CONTINUOUS BLOCKING AT WINDOW FRAMING PERIMETER CONCRETE MASONRY UNIT SILL - SHAPE 2 CAVITY VENT AT 24" O.C. 4" CONCRETE MASONRY UNITS - SPLIT FACE 2" RIGID CAVITY INSULATION 4 1/2" ALUMINUM STOREFRONT SYSTEM - SEE SPECIFICATIONS BACKER ROD AND SEALANT FRT BLOCKING SOLID SURFACE WINDOW STOOL 5/8"6"5/8"2"1 3/4"3 5/8" 1' - 2 5/8" 6" FIRST FLOOR 100' -0" 8 CONCRETE MASONRY UNITS - FOUNDATION - SEE STRUCTURAL DRAWINGS 4" CONCRETE SLAB ON GRADE OVER 15 MIL VAPOR BARRIER - SEE STRUCTURAL DRAWINGS 2" RIGID INSULATION BELOW CONCRETE SLAB 2" RIGID PERIMETER FOUNDATION INSULATION CONCRETE FOOTING - SEE STRUCTURAL DRAWINGS 3 5/8" SPLIT FACE CONCRETE MASONRY UNITS - BEYOND ALUMINUM STOREFRONT ENTRY SYSTEM ALUMINUM THRESHOLD BY STOREFRONT MFR EXPANSION MATERIAL SECOND FLOOR 112' -0" 8 3 1/2" CONCRETE OVER 2" METAL ROOF DECK - SEE STRUCTURAL DRAWINGS STRUCTURAL STEEL FRAMING - SEE STRUCTURAL DRAWINGS CONTINUOUS BENT PLATE - SEE STRUCTURAL DRAWINGS COLD FORMED METAL FRAMING CLIP BY CFMF MANUFACTURER CONCRETE MASONRY UNIT SILL - SHAPE 1 BEYOND 4" CONCRETE MASONRY UNITS - SPLIT FACE BEYOND 1' - 8" 9 5/8"4 1/2" 4 1/2" ALUMINUM STOREFRONT SYSTEM - SEE SPECIFICATIONS 3 5/8" INTERIOR COLD FORMED METAL FRAMING BATT INSULATION PARAPET D 130' -4" 8 SCREEN WALL -LOW EL. 127' -7" FIRE RETARDANT TREATED WOOD BLOCKING PRE-FABRICATED PREFINISHED METAL WALL CAP FLASHING 3 5/8" COLD FORMED METAL STUDS AT 16" O.C. 4" BATT INSULATION 5/8" EXTERIOR GYPSUM BOARD FULLY ADHERED MEMBRANE FLASHING - FASTEN AT TOP OF WALL UNDER CAP FLASHING FASTENER AND FASTENER PLATE BY MEMBRANE ROOFING MANUFACTURER FULLY ADHERED THERMOPLASTIC POLYOLEFIN MEMBRANE ROOFING - INSTALL PER MFR RECOMMENDATIONS 5" POLYISOCYANURATE ROOF INSULATION 1" HIGH DENSITY POLY- ISOCYANURATE ROOF INSULATION VAPOR RETARDER 3" METAL ROOF DECK - SEE STRUCTURAL DRAWINGS STRUCTURAL STEEL FRAMING - SEE STRUCTURAL DRAWINGS CONTINUOUS STEEL ANGLE - SEE STRUCTURAL DRAWINGS COLD FORMED METAL FRAMING CLIP BY CFMF MANUFACTURER SECOND FLOOR 112' -0" D xF SECOND FLOOR FRAMING EL. 111' -6 1/2" 5/8" EXTERIOR GYPSUM BOARD FASTENER AND FASTENER PLATE BY MEMBRANE ROOFING MANUFACTURER FULLY ADHERED THERMOPLASTIC POLYOLEFIN MEMBRANE ROOFING - INSTALL PER MFR RECOMMENDATIONS 5" POLYISOCYANURATE ROOF INSULATION 1" HIGH DENSITY POLY- ISOCYANURATE ROOF INSULATION VAPOR RETARDER 3" METAL ROOF DECK - SEE STRUCTURAL DRAWINGS STRUCTURAL STEEL FRAMING - SEE STRUCTURAL DRAWINGS CONTINUOUS STEEL ANGLE - SEE STRUCTURAL DRAWINGS 4 1/2" ALUMINUM STOREFRONT SYSTEM - SEE SPECIFICATIONS BACKER ROD AND SEALANT FRT BLOCKING SOLID SURFACE WINDOW STOOL 8"2 PIECE SHEET METAL COUNTERFLASHING 4" BATT INSULATION 6" COLD FORMED METAL FRAMING AT 16" O.C. - SEE STRUCTURAL DRAWINGS 1' - 1 3/4" INTERIOR COLD FORMED METAL FRAMING - SEE PLANS EXTERIOR INSULATION AND FINISH SYSTEM FLUID APPLIED VAPOR PERMEABLE AIR/ MOISTURE BARRIER 3 1/2" CONCRETE OVER 2" METAL ROOF DECK - SEE STRUCTURAL DRAWINGS STRUCTURAL STEEL FRAMING - SEE STRUCTURAL DRAWINGS CONTINUOUS BENT PLATE - SEE STRUCTURAL DRAWINGS 4 1/2"1/2"1' - 2 1/2" PARAPET A 119' -9" D xF LAY-IN CEILING SYSTEM 1/2"4 1/2" 9 1/4" 6" 4" BATT INSULATION BACKER ROD AND SEALANT BOXED-BEAM COLD FORM METAL STUD HEADER - SEE STRUCTURAL DRAWINGS 5/8" GYPSUM BOARD 1" E.I.F.S. STARTER TRACK WITH WEEPS EXTERIOR INSULATION AND FINISH SYSTEM FLUID APPLIED VAPOR PERMEABLE AIR/ MOISTURE BARRIER 5/8" EXTERIOR GYPSUM BOARD 6" COLD FORMED METAL STUDS AT 16" O.C. - SEE STRUCTURAL DRAWINGS 4 1/2" ALUMINUM STOREFRONT SYSTEM - SEE SPECIFICATIONS SHIM AS NEEDED FIRE RETARDANT TREATED BLOCKING AROUND WINDOW PERIMETER © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 EXTERIOR DETAILS 04 MARCH 2022 A7.07MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION1 1/2" = 1'-0"A7.07 1 exterior detail 1 1/2" = 1'-0"A7.07 2 exterior detail 1 1/2" = 1'-0"A7.07 3 exterior detail 3" = 1'-0"A7.07 5 exterior detail 3" = 1'-0"A7.07 6 exterior detail 1 1/2" = 1'-0"A7.07 4 exterior detail 1 1/2" = 1'-0"A7.07 7 exterior detail 1 1/2" = 1'-0"A7.07 8 exterior detail 1 1/2" = 1'-0"A7.07 9 exterior detail 3" = 1'-0"A7.07 10 exterior detail D xF xFD EXTERIOR INSULATION AND FINISH SYSTEM FLUID APPLIED VAPOR PERMEABLE AIR/ MOISTURE BARRIER 5/8" EXTERIOR GYPSUM BOARD EXISTING ROOF FASTENER AND FASTENER PLATE BY MEMBRANE ROOFING MANUFACTURER FULLY ADHERED MEMBRANE FLASHING 6" COLD FORMED METAL STUDS AT 16" O.C. 4" MINERAL WOOL BATT INSUALTION 5/8" GYPSUM BOARD SOLID SURFACE WINDOW STOOL FRT BLOCKING BAKER ROD AND SEALANT 4 1/2" ALUMINUM STORE FRONT SYSTEM - SEE SPECIFICATIONS 5/8"6"5/8"2" 9 1/4"5 3/8" 4 1/2"1/2" SECOND FLOOR 112' -0" D xF xF SECOND FLOOR FRAMING EL. 111' -6 1/2" D EXTERIOR INSULATION AND FINISH SYSTEM E.I.F.S. STARTER TRACK WITH WEEPS EXISTING EXTERIOR WALL FLUID APPLIED VAPOR PERMEABLE AIR/ MOISTURE BARRUER 5/8" EXTERIOR GYPSUM BOARD 6" COLD FORMED METAL STUDS AT 16' O.C. 4" MINERAL WOOL BATT INSULATION 5/8" GYPSUM BOARD STRUCTURAL STEEL FRAMING - SEE STRUCTURAL DRAWINGS 3 1/2" CONCRETE OVER 2" METAL ROOF DECK - SEE STRUCTURAL DRAWINGS CONTINUOUS BENT PLATE - SEE STRUCTURAL DRAWINGS 9 1/4" 5/8"6"5/8"2" ROOF T.O.S. L.P. 126' -0 1/2" D xF SCREEN WALL -LOW EL. 127' -7" FIRE RETARDANT TREATED WOOD BLOCKING FLUID APPLIED VAPOR PERMEABLE AIR/ MOSITURE BARRIER 5/8" EXTERIOR GYPSUM BOARD FASTENER AND FASTENER PLATE BY MEMBRANE ROOFING MANUFACTURER FULLY ADHERED MEMBRANE FLASHING - FASTEN AT TOP OF WALL UNDER CAP FLASHING BOXED-BEAM COLD FORM METAL STUD HEADER - SEE STRUCTURAL DRAWINGS 4" COLD FORMED METAL STUDS AT 16" O.C. 5/8" GYPSUM BOARD EXISITING ROOF CONTINUOUS STEEL ANGLE - SEE STRUCTURAL DRAWINGS VAPOR RETARDER 5" POLYISOCYANURATE ROOF INSULATION 3" METAL ROOF DECK - SEE STRUCTURAL DRAWINGS 9 1/4" 5/8"6"5/8"2" FIRST FLOOR 100' -0" GROUT SOLID AT CMU BASE CONCRETE FOOTING SEE STRUCTURAL DRAWINGS CONCRETE MASONRY UNITS -FOUNDATION -SEE STRUCTURAL DRAWINGS 2" RIGID PERIMETER FOUNDATION INSULATION 2" RIGID INSULATION BELOW CONCRETE SLAB CMU WEEPS AT 24" O.C. 4" CONCRETE MASONRY UNITS - SPLIT FACE MORTAR NET AT MASONRY CAVITY BASE MASONRY TIE AT 16" O.C. VERT. AND 32" HORIZ. 3" RIGID CAVITY INSULATION FLUID APPLIED VAPOR PERMEABLE AIR/ MOISTURE BARRIER 4" CONCRETE SLAB ON GRADE OVER 15 MIL VAPOR BARRIER - SEE STRUCTURAL DRAWINGS 8" CONCRETE MASONRY UNITS - SEE STRUCTURAL DRAWINGS 1' - 4" 7 5/8"3"1 3/4"3 5/8" 1' - 3 5/8" STAIRS -SEE DETAILS METAL DRIP EDGE AT THROUGH WALL FLASHING FLEXIBLE THROUGH WALL FLASHING ROOF T.O.S. L.P. 126' -0 1/2" 4" CONCRETE MASONRY UNITS - SPLIT FACE 3" RIGID CAVITY INSULATION MASONRY TIE AT 16" O.C. FLUID APPLIED VAPOR PERMEABLE AIR/ MOISTURE BARRIER TAPERED ROOF CRICKET - SEE ROOF PLAN FOR MORE INFORMATION VAPOR RETARDER 1" HIGH DENSITY POLYISOCYANURATE ROOF INSULATION FULLY ADHERED THERMOPLASTIC POLYOLEFIN MEMBRANE ROOFING -INSTALL PER MFR RECOMMENDATIONS 5" POLYISOCYANURATE ROOF INSULATION 3" METAL ROOF DECK - SEE STRUCTURAL DRAWINGS CONTINUOUS STEEL ANGLE - SEE STRUCTURAL DRAWINGS 2 PIECE COUNTERFLASHING 8" CONCRETE MASONRY UNITS - SEE STRUCTURAL DRAWINGS MIN.8"TPO BASE FLASHING AND TERMINATION BAR STEEL ROOF BEAM BEYOND - SEE STRUCTURAL DRAWINGS 7 5/8"3"1 3/4"3 5/8" 1' - 4" SCREEN WALL -HIGH EL. 136' -0" 4" CONCRETE MASONRY UNITS - SPLIT FACE MASONRY TIE AT 16" O.C VERT. 32" O.C. HORIZ. 3 1/2" RIGID CAVITY INSULATION FLUID APPLIED VAPOR PERMEABLE AIR/ MOISTURE BARRIER PRE-FABRICATED PREFINISHED METAL WALL CAP FLASHING FIRE RETARDANT TREATED WOOD BLOCKING 8" CONCRETE MASONRY UNITS - SEE STRUCTURAL DRAWINGS A BAKER ROD AND SEALANT 4 1/2" ALUMINUM STOREFRONT SYSTEM - SEE SPECIFICATIONS EXTERIOR INSULATION AND FINISH SYSTEM FLUID APPLIED VAPOR PERMEABLE AIR/ MOISTURE BARRIER 5/8" EXTERIOR GYPSUM BOARD 6' COLD FORMED METAL STUDS AT 16" O.C. 5/8'' GYPSUM BOARD SOLID SURFACE WINDOW STOOL - SEE INTERIORS SCHEDULE 4 1/2"1/2" 9 1/4" 5/8"6"5/8"2" 6" 4" BATT INSULATION FIRE RETARDANT TREATED BLOCKING AROUND WINDOW PERIMETER A 4" BATT INSULATION BACKER ROD AND SEALANT BOXED-BEAM COLD FORM METAL STUD HEADER - SEE STRUCTURAL DRAWINGS 5/8" GYPSUM BOARD EXTERIOR INSULATION AND FINISH SYSTEM FLUID APPLIED VAPOR PERMEABLE AIR/ MOISTURE BARRIER 5/8" EXTERIOR GYPSUM BOARD 6" COLD FORMED METAL STUDS AT 16" O.C. 4 1/2" ALUMINUM STOREFRONT SYSTEM - SEE SPECIFICATIONS SHIM AS NEEDED LAY-IN CEILING SYSTEM 9 1/4" 1" E.I.F.S. STARTER TRACK WITH WEEPS FIRE RETARDANT TREATED BLOCKING AROUND WINDOW PERIMETER 1/2"4 1/2" © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 EXTERIOR DETAILS 04 MARCH 2022 A7.08MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION1 1/2" = 1'-0"A7.08 1 exterior detail 1 1/2" = 1'-0"A7.08 2 exterior detail 1 1/2" = 1'-0"A7.08 3 exterior detail 1 1/2" = 1'-0"A7.08 4 exterior detail 1 1/2" = 1'-0"A7.08 5 exterior detail 1 1/2" = 1'-0"A7.08 6 exterior detail 3" = 1'-0"A7.08 7 exterior detail 3" = 1'-0"A7.08 8 exterior detail A. SEE SHEET SERIES A0.02 FOR WALL TYPES. B. SEE SHEET SERIES A3.00 FOR CEILING HEIGHTS. C. SEE SHEET SERIES A8.00 FOR FLOOR PATTERN PLANS AND FINISH INFORMATION. D. ROOM NUMBERS USED HERE ARE FOR THE PURPOSE OF THIS PROJECT. VERIFY ANY FINAL ROOM NUMBERING SYSTEM WITH THE OWNER PRIOR TO MAKING FINAL MARKS OR SCHEDULES RELATED TO ROOM NUMBERS. E. PATCH AND REPAIR ANY SURFACE OR OTHER ITEMS DAMAGED BY OR INVOLVED IN CONSTRUCTION ACTIVITIES TO "AS NEW". REFER TO ENGINEERING DRAWINGS FOR P/M/E WORK THAT MAY REQUIRE PATCHING BY GENERAL TRADES CONTRACTOR. F. ARCHITECT TO MAKE AVAILABLE DIGITAL DRAWINGS AT NO COST TO THE FLOORING SUB-CONTRACTOR FOR USE IN CREATING SHOP DRAWING SUBMITTAL. NOTE THAT ALL AS-IS CONDITIONS MAY NOT BE REFLECTED IN THE CONTRACT DOCUMENTS BUT ARE STILL THE RESPONSIBILITY OF THE FLOOR SUB-CONTRACTOR DURING THE FINAL INSTALLATION. G. DOOR FRAMES AND MTL DOORS TO BE PAINTED PT-2, EXCEPT WHERE NOTED OTHERWISE. H. WHERE POSSIBLE, PAINT COLOR AS NOTED SHOULD EXTEND TO LOGICAL TERMINATION POINT - INSIDE CORNER, REVEAL, OR ADJACENT MATERIAL. I. ALL FLOORS, WALLS, CEILINGS, TRIM AND MISCELLANEOUS FEATURES THROUGHOUT THIS PACKAGE, SHALL RECEIVE NEW FINISHES, COLOR, TYPE, AND PATTERN AS NOTED ON A8 SERIES FINISH DRAWINGS. J. DOORS TO BE FACTORY STAINED/FINISHED TO MATCH PLAM-8. PROVIDE ARCHITECT WITH SUBMITTAL STRIKE OFF OF FINISH FOR APPROVAL PRIOR TO PROCUREMENT. K. ROOM FINISH SCHEDULE INDICATES GENERAL BASE BID AND ALTERNATE FINISH INFORMATION. REFER TO FINISH PLAN FOR SPECIFIC FLOOR AND WALL FINISH LOCATIONS AND TERMINATION POINTS. L. MATERIALS AND COLORS PER MANUFACTURERS ARE THE "BASIS OF DESIGN", ALTERNATE ACCEPTABLE MATERIALS ARE LISTED IN THE PROJECT MANUAL. M. CONTRACTOR TO PROVIDE BID ALT PRICING TO PROVIDE/INSTALL PHIFER SHEERWEAVE SHADES WITH FASCIA TRIM ON ALL EXTERIOR WINDOWS UNLESS OTHERWISE NOTED. N. PROVIDE FINISHED END PANELS ON CUSTOM CASEWORK AT ALL EXPOSED ENDS AND EDGES. PROVIDE FILLER PANELS ON CASEWORK AS REQUIRED. O. PAINT SOFFITS ON ALL SIDES INCLUDING BOTTOM ACCENT COLOR; SEE SCHEDULE FOR PAINT COLOR. P. ALL FLOOR CARPET SHALL COMPLY WITH DOC FF-1 PILL TEST (CPSC 16 CFR 1603). CARPET IN STAIRS, EXIT PASSAGEWAYS & EXIT ACCESS CORRIDORS SHALL BE CLASS A. Q. RESILIENT BASE: INSTALL ON TOE KICK AND EXPOSED END PANELS OF BASE CABINETS. R. SEALED CONCRETE: APPLY A SECOND COAT OF CURE & SEAL COMPOUND. S. WHERE MATERIALS CHANGE AT DOOR, CENTER SEAM OF ABUTTING MATLS UNDER DOOR LEAF. T. FLOOR FINISHES SHALL HAVE A MINIMUM STATIC COEFFICIENT OF FRICTION OF 0.6 FOR LEVEL SURFACES, AND 0.8 FOR RAMPS. U. INTERIOR WALL & CLG FINISHES SHALL MEET THE FOLLOWING MIN. CLASSES: STAIRS, EXIT PASSAGEWAYS: CLASS A. CORRIDORS: CLASS B. ALL OTHER ROOMS: CLASS C V. ALL WINDOW SILLS TO BE SOLID SURFACE SSM-3. W. PAINT ALL EXPOSED COLUMNS TO MATCH ADJACENT WALLS, TYP. X. ALL SHEET FLOOR TO RUN IN THE SAME DIRECTION THROUGHOUT BUILDING. © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 FINISH LEGEND 04 MARCH 2022 A8.00MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONPLEASE NOTE: NOT ALL INTERIOR FINISHES ARE USED ON THIS PROJECT. CARPET CPT-1 PATCRAFT STYLE: CONSTRUKT / Z6475 STUDIO EW24 COLOR: 00522 MOOD DU JOUR 24" X 24" MODULAR TILE; INSTALLTION METHOD: QUARTER TURN SALES REP: TOM CONWAY 503.307.4592 tom.conway@patcraft.com RESILIENT FLOORING RSF-1 MANNINGTON COMMERCIAL - VINYL SHEET FLOORING STYLE: REALITIES II - ANTIQUE OAK II COLOR: DATE 5606R 6', 9' & 12' WIDTHS AVAILABLE; HEAT WELD SEAMS SALES REP: TONY NIXON 614.562.2057 Anthony_Nixon@mannington.com RSF-2 MANNINGTON COMMERCIAL - VINYL SHEET FLOORING STYLE: REALITIES II - SOUTHERN OAK II COLOR: COTTON 5615R 6', 9' & 12' WIDTHS AVAILABLE; HEAT WELD SEAMS RSF-3 MANNINGTON COMMERCIAL STYLE: ENTWINED SUBER VINYL SHEET FLOORING COLOR: KAMALA ETW455 6', 9' & 12' WIDTHS AVAILABLE; HEAT WELD SEAMS RSF-4 STONHARD STYLE: STONTEC UTF SEAMLESS URETHANE FLOORING COLOR: DIABLO BEIGE SMALL FLAKE 1/8" THICKNESS SALES REP: JOSH SPEARS 504.220.0206 jspears@stonhard.com RSF-5 TARKETT JOHNSONITE STYLE: IQ OPTIMA; HEAT WELD SEAMS COLOR: 874 HARDWIRED PROVIDE 6" INTEGRAL COVE BASE WITH CAULK JOINT AT TOP EDGE SALES REP: JOE SCHULER 614.309.8658 Joe.Schuler@tarkett.com RESILIENT BASE AND ACCESSORIES RB-1 TARKETT JOHNSONITE 4.25" H PERCEPTIONS RECESS COVE BASE RWDC-XX COLOR: TOAST 283 RB-2 STONHARD INTEGRAL BASE STYLE: STONTEC UTF SEAMLESS URETHANE FLOORING COLOR: DIABLO BEIGE SMALL FLAKE 12" H INTEGRAL BASE RB-3 INTEGRAL BASE TO MATCH ADJACENT FLOOR TOP ALL INTREGRAL COVE WITH SCHLUTER PROVIDE 6" INTEGRAL COVE BASE WITH CAULK JOINT AT TOP EDGE RB-4 INTEGRAL BASE TO MATCH ADJACENT FLOOR TOP ALL INTREGRAL COVE WITH SCHLUTER PROVIDE 12" INTEGRAL COVE BASE WITH CAULK JOINT AT TOP EDGE RB-5 TARKETT JOHNSONITE TRADITIONAL VINYL 4" COVE BASE; .080" GAUGE COLOR: IRONSTONE 178 RB-6 TARKETT JOHNSONITE 4.25" H PERCEPTIONS RECESS COVE BASE RWDC-XX COLOR: GATEWAY TA4 TRAN-1 TARKETT JOHNSONITE TRANSITION CTA-XX-H, 1/4" TO 1/8" MATERIAL, ADA COMPLIANT COLOR: TOAST 283 TRAN-2 TARKETT JOHNSONITE TRANSITION FOR BROADLOOM CARPET METALEDGE DEUX ME002 COLOR: 00178 IRONSTONE TRAN-3 TARKETT JOHNSONITE TRANSITION SUBFLOOR LEVELER SYSTEM-UNDERLAYMENT TRAN-4 SCHLUTER SCHIENE STAINLESS STEEL FOR 1/8" THICK MATERIAL (PROVIDE AT TOP OF INTREGRAL BASE) ST-1 TARKETT JOHNSONITE STAIR TREAD/RISER VIHTR HAMMERED WITH VISUALLY IMPAIRED TAP COLOR BLACK COLOR: WGM DUSTY CHARM HRTS-XX ST-2 TARKETT JOHNSONITE RUBBER FLOORING HRTS-XX HAMMERED TILE COLOR: WGM DUSTY CHARM HRTS-XX PAINTING/STAINING ALL PAINT TO BE SHERWIN WILLIAMS PROMAR 200 ZERO VOC UNLESS OTHERWISE NOTED PT-1 SW6106 KILM BEIGE (EG-SHELL FINISH)-FIELD PAINT PT-2 SW6107 NOMADIC DESERT (SEMI GLOSS)-TYPICAL FOR ALL DOOR FRAMES PT-3 SW7606 BLUE CRUISE (EG-SHELL FINISH)-ACCENT PAINT PT-4 SW7650 ELLIE GRAY (EG-SHELL FINISH)-ACCENT PAINT PT-5 SW7068 GRIZZLE GRAY (EG-SHELL FINISH)-ACCENT PAINT PT-6 EPOXY PAINT. SW6106 KILM BEIGE (EG-SHELL FINISH) PT-7 SW7007 CEILING BRIGHT WHITE (EGG-SHELL FINISH)-GYP. BD. CEILINGS;U.N.O. PT-8 SW7069 IRON ORE (EG-SHELL FINISH)-STAIR WAY RAILING PT-9 SHERWIN WILLIAMS CUSTOM COLOR MATCH - MEDVET BLUE (EG-SHELL FINISH), ORDER #: 0130765 ACOUSTICAL CEILINGS ACT-1 ARMSTRONG CEILING SYSTEMS SERIES: DUNE 15/16" TEGULAR #1776HRC; COLOR: WHITE 24" X 48" X 5/8" SIZE TILE; 15/16" ANGLED TEGULAR GRID 0.50 NRC; CLASS A FIRE RATED SALES REP: JENNIFER MCCOY 513.919.2263 jmmcoy@armstrongceilings.com ACT-2 ARMSTRONG CEILING SYSTEMS SERIES: DUNE 15/16" TEGULAR #1774HRC; COLOR:WHITE 24" X 24" X 5/8" SIZE TILE; 15/16" ANGLED TEGULAR GRID 0.50 NRC; CLASS A FIRE RATED ACT-3 ARMSTRONG CEILING SYSTEMS SERIES: ULTIMA HIGH NRC 15/16" TEGUALR #1941HRC; COLOR:WHITE 24" X 24" X 1" SIZE TILE; 15/16" PRELUDE GRID 0.80 NRC; CLASS A FIRE RATED ACT-4 ARMSTRONG CEILING SYSTEMS SERIES: CLEAN ROOM VL UNPERFORATED #870; COLOR: WHITE 24" X 48" X 5/8" TILE; 15/16" PRELUDE GRID; 15/16" CO-EXTRUDED CLEAN ROOM GRID SYSTEM W/INTEGRAL GASKET. ACT-5 ARMSTRONG CEILING SYSTEMS SERIES: CLEAN ROOM VL UNPERFORATED #870; COLOR:WHITE 24" X 48" X 5/8" TILE; 15/16" CLEAN ROOM ALUMINUM MRI SUITES (CO-EXTRUDED ALUMINUM ONLY) ACT-6 ARMSTRONG CEILING SYSTEMS SERIES: ULTIMA HIGH NRC 15/16" TEGUALR #1944HRC; COLOR:WHITE 24" X 48" X 1" SIZE TILE; 15/16" PRELUDE GRID 0.80 NRC; CLASS A FIRE RATED GYP CUSTOM GYPSUM BOARD SOFFITS SEE FINISH SCHEDULE FOR PAINT COLOR/FINISH INTERIOR ARCHITECTURAL WOODWORK PLAM-1 FORMICA 3505-SP STORM SOLIDZ GRAIN TO RUN HORIZONTAL PROVIDE MATCHING CHARTER INDUSTRIES PVC EDGE BANDING SALES REP: MICHAEL HERTENSTEINER 440.668.7030 Michael.Hertensteiner@Formica.com PLAM-2 FORMICA 927-SP FOLKSTONE GRAIN TO RUN HORIZONTAL PROVIDE MATCHING CHARTER INDUSTRIES PVC EDGE BANDING PLAM-3 WILSONART 4810-60 TITANIUM EV MATTE FINISH-STANDARD LAMINATE PROVIDE MATCHING CHARTER INDUSTRIES PVC EDGE BANDING SALES REP: LESLIE HUMPHREY HUMPHRL@WILSONART.COM PLAM-4 FORMICA 933-58 MISSION WHITE MATTE FINISH-STANDARD LAMINATE PROVIDE CHARTER INDUSTRIES PVC EDGE BANDING COLOR: W1573 FROSTY WHITE PLAM-5 WILSONART 4811-60 SILICON SV MATTE FINISH-STANDARD LAMINATE PROVIDE MATCHING CHARTER INDUSTRIES PVC EDGE BANDING PLAM-6 WILSONART 4943-38 CLASSIC LINEN MATTE FINISH-STANDARD LAMINATE PROVIDE CHARTER INDUSTRIES PVC EDGE BANDING COLOR: W1500-GREY PLAM-7 FORMICA M2032 BRUSHED PEWTER ALUMINUM USED AS BASE AT RECEPTION DESK PLAM-8 FORMICA 9312-NG PLANKED URBAN OAK NATURAL GRAIN FINISH-STANDARD LAMINATE ; GRAIN TO RUN VERTICAL PROVIDE CHARTER INDUSTRIES PVC EDGE BANDING COLOR: NWM8164 RUSTIC QUARTERED OAK PLAM-9 WILSONART 4820-60 CARBON EV MATTE FINISH - STANDARD LAMINATE PROVIDE CHARTER INDUSTRIES PVC EDGE BANDING COLOR: SUBMIT EDGE BAND SAMPLES FOR APPROVAL REV-1 FRY REGLET COLOR: CLEAR ANODIZED; DRMV-75 "V" REVEAL SOLID SURFACE SSM-1 NATURAL GRANITE STONE COLOR: BLACK PEARL; SQUARE EDGES/EASED SSM-2 CORIAN SOLID SURFACE COLOR: CONCRETE; SQUARE EDGES/EASED SALES REP: DIANE IGEL 614.595.7662 diane.igel@ovsco.com SSM-3 CORIAN SOLID SURFACE (TYPICAL FOR WINDOW SILLS) COLOR: RAFFIA; SQUARE EDGES/EASED FINISH LEGEND ROOM FINISH GENERAL NOTES WALL/DOOR PROTECTION CG-1 ACROVYN COLOR: 997 IRISH CREAM 3" WIDE FULL HEIGHT CORNER GUARDS OCCURS WITH PT-1 AND WP-1 SALES REP: SHEILA GOTTRON 614.332.8588 SHEILA@ENGINEEREDSYS.COM CG-2 ACROVYN COLOR: 136 PEARL GRAY 3" WIDE FULL HEIGHT CORNER GUARDS (PROVIDE BID ALT PRICE) OCCURS WITH PT-4 AND WP-2 CG-3 ACROVYN COLOR: 162 CHARCOAL 3" WIDE FULL HEIGHT CORNER GUARDS (PROVIDE BID ALT PRICE) OCCURS WITH PT-5 AND WP-3 WP-1 ACROVYN .040" GAUGE WALL PROTECTION PANELS COLOR: 997 IRISH CREAM PROVIDE COLOR MATCHING CAULK AT JOINTS. PROVIDE CORNER AND TOP TRIM PIECES TO MATCH WP-1 WP-2 ACROVYN .040" GAUGE WALL PROTECTION PANELS COLOR: 136 PEARL GRAY PROVIDE COLOR MATCHING CAULK AT JOINTS. PROVIDE CORNER AND TOP TRIM PIECES TO MATCH WP-2 WP-3 ACROVYN .040" GAUGE WALL PROTECTION PANELS COLOR: 162 CHARCOAL PROVIDE COLOR MATCHING CAULK AT JOINTS. PROVIDE CORNER AND TOP TRIM PIECES TO MATCH. SPECIALITY FINISHES FILM-1 SOLYX GLASS FILMS SX-C363 PLAID ETCH;48" WIDE LOCATED AT GLASS PARTITION PANELS AT RECEPTION DESK FILM-2 NOT USED FILM-3 SOLYX GLASS FILM SXf-5050 100% TOTAL LIGHT BLOCK OUT, 60" WIDE FILM-4 SOLYX GLASS FILM SX-SG09 SILVER/GREY ONE WAY FILM SHADE-1 PHIFER SHEERWEAVE WINDOW SHADES COLOR: 2410 BEIGE 3% OPEN SHADE-2 PHIFER SHEERWEAVE WINDOW SHADES COLOR: 2410 BEIGE 0% OPEN BLACK OUT SHADE DOORS ALGOMA HARDWOOD PLAIN SLICED WHITE BIRCH (STAINED TO MATCH PLAM-8) ARCHITECT TO SELECT FROM MANUFACTURER; PROVIDE SAMPLE FOR APPROVAL SEALED CONCRETE APPLY AN ADDITIONAL COAT OF CURING AND SEALING COMPOUND. SEE CAST-IN-PLACE CONCRETE SPECIFICATIONS FRP-1 MARLITE FRP PANELS COLOR: S100 S/2/S WHITE FINISH: SMOOTH PROVIDE ALL NECESSARY TRIM PIECES SST STAINLESS STEEL EIFS SUBMIT FULL RANGE TO MATCH EXISTING © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 ROOM FINISH SCHEDULE 04 MARCH 2022 A8.01MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONROOM FINISH SCHEDULE + ROOM NAME FLOOR BASE FIELD WALL FINISH ACCENT WALL FINISH MILLWORK FINISH COUNTER FINISH CEILING MATL/FINISH REMARKS (SEE NUMBERED SCHEDULE NOTES, BELOW) 223 CENTRAL SUPPLY SEALED RB-5 PT-1/FRP-1 - - - ACT-1 NOTE: 7 224 LOCKER ROOM RSF-3 RB-5 PT-1 - PLAM-4 PLAM-6 ACT-1 NOTE: 8 225 MOTHERS ROOM RSF-3 RB-5 PT-1 - PLAM-4 SSM-2 ACT-1 NOTE: 4 226 IT SEALED RB-5 PT-1 - - - ACT-1 227 EXAM 6 RSF-1 RB-1 PT-1 PT-3 PLAM-8 PLAM-5 ACT-2 NOTE: 1 227T RR RSF-1 RB-1 PT-1 WP-1 - - ACT-2 NOTE: 3 228T RR RSF-1 RB-1 PT-1 WP-1 - - ACT-2 NOTE: 3 229 WELLNESS CPT-1 RB-6 PT-1 - - - ACT-1 230 BREAK ROOM RSF-3 RB-5 PT-1 - - - ACT-1 NOTE: 9 231 KITCHENETTE RSF-3 RB-5 PT-1 - PLAM-4 SSM-2 ACT-1 NOTE: 4 232 CONFERENCE ROOM CPT-1 RB-5 PT-1 PT-9 PLAM-4 PLAM-6 ACT-1 NOTE: 1, 5 S100 STAIR ST-1/ST-2 RB-5 PT-1 - - - EXP. NOTE: 13 S101 EX STAIR EXT. - PT-1 - - - EXP. NOTE: 13 S200 STAIR ST-1/ST-2 RB-5 PT-1 - - - GYP/PT-1 NOTE: 13 X110 CORRIDOR RSF-2 RB-1 PT-1 - PLAM-4 SSM-2 @ SINK ACT-1/GYP/PT-1 NOTE: 4 X120 CORRIDOR RSF-2 RB-1 PT-1 - PLAM-4 SSM-2 @ SINK ACT-1 NOTE: 4 X130 CORRIDOR RSF-2 RB-1 PT-1 - - - ACT-1 X140 CORRIDOR RSF-2 RB-1 PT-1 - PLAM-4 SSM-2 @ SINK ACT-1 NOTE: 4 X150 CORRIDOR RSF-3 RB-5 PT-1/WP-1 PT-4/WP-2 - - ACT-1 NOTE: 1, 3 X210 CORRIDOR RSF-5 RB-4 PT-1/WP-1 - PLAM-4 PLAM-6/SSM-2 @ SINKS ACT-4 NOTE: 2, 4 X220 CORRIDOR RSF-3 RB-5 PT-1 - - - ACT-1 X230 CORRIDOR RSF-3 / CPT-1 RB-5 PT-1 WP-1 - - ACT-1 X240 CORRIDOR RSF-3 RB-5 PT-1/WP-1 - - - GYP/PT-1 NOTE: 3 X250 CORRIDOR RSF-3 RB-5 PT-1 - - - ACT-1 ROOM FINISH SCHEDULE + ROOM NAME FLOOR BASE FIELD WALL FINISH ACCENT WALL FINISH MILLWORK FINISH COUNTER FINISH CEILING MATL/FINISH REMARKS (SEE NUMBERED SCHEDULE NOTES, BELOW) 000 ELEVATOR RSF-3 100 VESTIBULE RSF-2 RB-1 PT-1 - - - GYP/PT-1 101 WAITING ROOM RSF-1/RSF-2 RB-1 PT-1 - PLAM-2 PLAM-3 ACT-2/GYP/PT-1/EXP. NOTE: 9 102 RECEPTION RSF-1 RB-1/ PLAM-7 @ RECEPT DESK PT-1 PT-9 PLAM-1/PLAM-2/REV-1 SSM-1 @ RECEPT DESK, PLAM-3 @ BACK COUNTER ACT-2/GYP/PT-9 NOTE: 1 103 CAT-FRIENDLY WAITING RSF-2 RB-1 PT-1 - - - GYP/PT-1/EXP. NOTE: 9 105T RR RSF-1 RB-1 PT-1 WP-1 - - ACT-2 NOTE: 3 106T RR RSF-1 RB-1 PT-1 WP-1 - - ACT-2 NOTE: 3 107 ER/TRIAGE RSF-3 RB-5 PT-1/WP-1 /PT-5/WP-3/ FRP BEHIND CAGES PLAM-4 PLAM-6/SSM-2 @ SINKS ACT-1 NOTE: 1, 2, 4, 10 107A TRIAGE RSF-3 RB-5 PT-1 PT-3 PLAM-4 PLAM-6 ACT-2 107B CLINCAL TEAM RSF-3 RB-5 PT-1 - PLAM-4 PLAM-6 ACT-1 107C PROCEDURE ROOM RSF-3 RB-5 PT-1/WP-1 - PLAM-4 SSM-2 ACT-2 NOTE: 3, 4 107D JAN. SEALED RB-5 PT-1/FRP-1 - - - EXP. NOTE: 7 108 TRAUMA RSF-3 RB-1 PT-1 PT-3 PLAM-8 SSM-4 ACT-2 109 PHARMACY RSF-3 RB-5 PT-1 - PLAM-4 PLAM-6/SSM-2 @ SINKS ACT-1 NOTE: 4 110 CAT WARD RSF-3 RB-5 PT-1 - PLAM-4 PLAM-6/SSM-2 @ SINKS ACT-1 NOTE: 2, 4, 10 111 ISOLATION RSF-4 RB-2 PT-6/FRP-1 - PLAM-4 PLAM-6 ACT-4 NOTE: 4, 6, 7, 9 111A ANTE RSF-4 RB-2 PT-6/FRP-1 - PLAM-4 PLAM-6 ACT-4 NOTE: 7 111B ISOLATION RSF-4 RB-2 PT-6/FRP-1 - PLAM-4 PLAM-6 ACT-4 NOTE: 6, 7, 10 111C JC SEALED RB-5 PT-1/FRP-1 - - - EXP. NOTE: 7 112 ICU RSF-3/RSF-4 @ RUNS RB-3 PT-1/WP-1 FRP BEHIND RUNS AND/OR CAGES PLAM-4 PLAM-6/SSM-2 @ SINKS ACT-1 NOTE: 2, 4, 6, 9, 10 113 XRAY RSF-3 RB-5 PT-1 - PLAM-4 PLAM-6 ACT-1 114T RR RSF-1 RB-1 PT-1 WP-1 - - ACT-2 NOTE: 3 115 WARD RSF-3/RSF-4 @ RUNS RB-5 PT-1/WP-1 FRP BEHIND RUNS AND/OR CAGES PLAM-4 PLAM-6/SSM-2 @ SINKS ACT-1 NOTE: 2, 4, 6, 9, 10 115A BARKING ROOM RSF-3/RSF-4 @ RUNS RB-5 PT-1/WP-1 FRP BEHIND RUNS AND/OR CAGES PLAM-4 PLAM-6 ACT-1 NOTE: 3, 6, 10 116 LAUNDRY SEALED RB-5 PT-1/FRP-1 - PLAM-4 PLAM-6 ACT-1 NOTE: 7 116A MECH SEALED RB-5 PT-1 - - - EXP. 116B DRYER ROOM 117 ONCOLOGY SHELL SPACE RSF-3 - - - - - EXP. NOTE: 11 118 CARDIOLOGY RSF-3 RB-5 PT-1 - PLAM-4 PLAM-6 ACT-1 118A WORK RM RSF-3 RB-5 PT-1 - PLAM-4 PLAM-6 ACT-1 NOTE: 8, 9 118B PRIVATE WK RM RSF-3 RB-5 PT-1 - PLAM-4 PLAM-6 ACT-1 NOTE: 8 118C ECHO RSF-3 RB-5 PT-1 - PLAM-4 PLAM-6 ACT-1 NOTE: 8 119T RR RSF-1 RB-1 PT-1 WP-1 - - ACT-2 NOTE: 3 120 EX MEP EXT. EXT. EXT. - - - EXT. 121 EXAM 1 RSF-1 RB-1 PT-1 PT-3 PLAM-8 PLAM-5 ACT-2 NOTE: 1 122 EXAM 2 RSF-1 RB-1 PT-1 PT-3 PLAM-8 PLAM-5 ACT-2 NOTE: 1 123 EXAM 3 RSF-1 RB-1 PT-1 PT-3 PLAM-8 PLAM-5 ACT-2 NOTE: 1 124 EXAM 4 RSF-1 RB-1 PT-1 PT-3 PLAM-8 PLAM-5 ACT-2 NOTE: 1 125 EXAM 5 RSF-1 RB-1 PT-1 PT-3 PLAM-8 PLAM-5 ACT-2 NOTE: 1 126 EXAM 6 RSF-1 RB-1 PT-1 PT-3 PLAM-8 PLAM-5 ACT-2 NOTE: 1 127 EXAM 7 RSF-1 RB-1 PT-1 PT-3 PLAM-8 PLAM-5 ACT-2 NOTE: 1 128 EXAM 8 RSF-1 RB-1 PT-1 PT-3 PLAM-8 PLAM-5 ACT-2 NOTE: 1 129 EXAM 9 RSF-1 RB-1 PT-1 PT-3 PLAM-8 PLAM-5 ACT-2 NOTE: 1 130 EXAM 10 RSF-1 RB-1 PT-1 PT-3 PLAM-8 PLAM-5 ACT-2 NOTE: 1 131 EXAM 11 RSF-1 RB-1 PT-1 PT-3 PLAM-8 PLAM-5 ACT-2 NOTE: 1 132 EXAM 12 RSF-1 RB-1 PT-1 PT-3 PLAM-8 PLAM-5 ACT-2 NOTE: 1 133 EXAM 13 RSF-1 RB-1 PT-1 PT-3 PLAM-8 PLAM-5 ACT-2 NOTE: 1 134 EXAM 14 RSF-1 RB-1 PT-1 PT-3 PLAM-8 PLAM-5 ACT-2 NOTE: 1 135 MEP SEALED RB-5 PT-1/FRP-1 - - - EXP. NOTE: 7 136 EXAM 15 RSF-1 RB-1 PT-1 PT-3 PLAM-8 PLAM-5 ACT-2 NOTE: 1 137 GRIEF RSF-1 RB-1 PT-1 PT-3 PLAM-8 PLAM-5 ACT-2 NOTE: 1 138 GRIEF RSF-1 RB-1 PT-1 PT-3 PLAM-8 PLAM-5 ACT-2 NOTE: 1 139T RR RSF-1 RB-1 PT-1 WP-1 - - ACT-2 NOTE: 3 140T RR RSF-1 RB-1 PT-1 WP-1 - - ACT-2 NOTE: 3 141 SURGERY RECEIVING RSF-3 RB-5 PT-1 - PLAM-4 PLAM-6/SSM-2 @ SINKS ACT-1 NOTE: 4 141A SURG RECEIVING WK RM RSF-3 RB-5 PT-1 - PLAM-4 PLAM-6 ACT-1 NOTE: 8, 9 142 DOCTORS OFFICE RSF-3 RB-5 PT-1 - PLAM-4 PLAM-6 ACT-1 NOTE: 8 143 INTERNAL MEDICINE RSF-3 RB-5 PT-1 - PLAM-4 PLAM-6/SSM-2 @ SINKS ACT-1 NOTE: 4, 9 143A ENDOSCOPY RSF-3 RB-5 PT-1 WP-1 PLAM-4 PLAM-6/SSM-2 @ SINKS ACT-1 NOTE: 2, 4 143B I.M. PRIVATE WORK RSF-3 RB-5 PT-1 - PLAM-4 PLAM-6 ACT-1 NOTE: 8 144 NEURO SHELL SPACE RSF-3 - - - - - EXP. NOTE: 11 145 ULTRASOUND RSF-3 RB-5 PT-1 - PLAM-4 PLAM-6 ACT-1 NOTE: 8 146 SHELL REHAB RSF-3 - - - - - EXP. NOTE: 11 147T RR RSF-1 RB-1 PT-1 WP-1 - - ACT-2 NOTE: 3 148 READING RM RSF-3 RB-5 PT-1 - PLAM-4 PLAM-6 ACT-1 NOTE: 8 149 RECEIVING / MORGUE SEALED RB-5 PT-1 - - - ACT-1 150 ELECT. SEALED RB-5 PT-1 - - - EXP. 151 EX MRI CASSETTE RSF-3 - - - - - EXT. NOTE: 11 152 RAD. TECH WORK AREA RSF-3 RB-5 PT-1 WP-1 PLAM-4 PLAM-6/SSM-2 @ SINKS ACT-1 ` 152A SHELLED CT RSF-3 - - - - - EXP. NOTE: 11 201 OR 1 RSF-5 RB-4 PT-6/WP-1 - PLAM-4 PLAM-6 ACT-4 NOTE: 2, 14 202 OR 2 RSF-5 RB-4 PT-6/WP-1 - PLAM-4 PLAM-6 ACT-4 NOTE: 2, 12, 14 203 OR 3 RSF-5 RB-4 PT-6/WP-1 - PLAM-4 PLAM-6 ACT-4 NOTE: 2, 14 204 OR 4 RSF-5 RB-4 PT-6/WP-1 - PLAM-4 PLAM-6 ACT-4 NOTE: 2, 14 205 DIRTY PROCEDURE RSF-5 RB-4 PT-6/WP-1 - PLAM-4 PLAM-6 ACT-4 NOTE: 2, 14 206 FLUOROSCOPY OR RSF-5 RB-4 PT-6/WP-1 - PLAM-4 PLAM-6 ACT-4 NOTE: 2, 14 207A DIRTY STERILE PROCESSING RSF-5 RB-4 PT-6/WP-1 - PLAM-4 STAINLESS STEEL ACT-4 NOTE: 2, 4 207B CLEAN STERILE PROCESSING RSF-5 RB-4 PT-6/WP-1 - PLAM-4 STAINLESS STEEL ACT-4 NOTE: 2 208 XRAY RSF-3 RB-5 PT-1 - PLAM-4 PLAM-6 ACT-1 NOTE: 8 210 SURGERY SUITE RSF-3 RB-5 PT-1 FRP BEHIND RUNS AND/OR CAGES PLAM-4 PLAM-6/SSM-2 @ SINKS ACT-1 NOTE: 2, 4, 10 210A TEAM WORK ROOM RSF-3 RB-5 PT-1 - PLAM-4 PLAM-6 ACT-1 NOTE: 8 210B DOCTORS RSF-3 RB-5 PT-1 - PLAM-4 PLAM-6 ACT-1 NOTE: 8 211 COMMUNICATIONS CPT-1 RB-5 PT-1 - PLAM-4 PLAM-6 ACT-1 NOTE: 8, 9 212 OFFICE CPT-1 RB-6 PT-1 - - - ACT-1 NOTE: 9 213 OFFICE CPT-1 RB-6 PT-1 - - - ACT-1 214 WORK STATIONS CPT-1 RB-6 PT-1 - - - ACT-1 NOTE: 9 215 OFFICE CPT-1 RB-6 PT-1 - - - ACT-1 NOTE: 9 216 OFFICE CPT-1 RB-6 PT-1 - - - ACT-1 NOTE: 9 217 CLINCAL MANAGERS CPT-1 RB-5 PT-1 - PLAM-4 PLAM-6 ACT-1 NOTE: 8, 9 218 MARKETING CLOSET CPT-1 RB-5 PT-1 - - - ACT-1 219 CAT I-131 ANTE RM RSF-5 RB-3 PT-6 - PLAM-4 SSM-2 ACT-4 NOTE: 4 219A CAT I-131 RSF-5 RB-3 PT-6 FRP BEHIND RUNS AND/OR CAGES PLAM-4 PLAM-6/SSM-2 @ SINKS ACT-4 NOTE: 4, 10 220T RR RSF-1 RB-1 PT-1 WP-1 - - ACT-2 NOTE: 3 221 DENTISTRY RSF-3 RB-5 PT-1 - PLAM-4 PLAM-6 ACT-1 NOTE: 4, 5 221A PRIVATE WORK RSF-3 RB-5 PT-1 - - - ACT-1 NOTE: 8 221B DENTISTRY WK RM RSF-3 RB-5 PT-1 - PLAM-4 PLAM-6 ACT-1 NOTE: 8 222 JAN/FUR VAC SEALED RB-5 PT-1/FRP-1 - - - EXP. NOTE: 7 222 J.C. SEALED RB-5 PT-1/FRP-1 - - - EXP. NOTE: 7 FINISH SCHEDULE CODED NOTES 1. REFER TO FINISH PLANS FOR ACCENT WALL LOCATIONS AND FINISH EXTENTS. 2. INSTALL WALL PROTECTION (WP-1) ON ALL WALLS TO ALIGN WITH BACKSPLASH AT THIS LOCATION, SEE FINISH PLANS. 3. INSTALL WALL PROTECTION (WP-1) TO 48" AFF AT THIS LOCATION AS INDICATED ON FINISH PLANS UNLESS OTHERWISE NOTED. SEE FINISH PLANS FOR EXTENTS. 4. DROP IN STAINLESS STEEL SINK AT THIS LOCATION, REFER TO MEP DRAWINGS FOR FURTHER INFORMATION. 5. PROVIDE/INSTALL SHADE-1 AND SHADE-2 ON ALL EXTERIOR WINDOWS AT THIS LOCATION WITH BLACK OUT SIDE CHANNELS; PROVIDE/INSTALL FASCIA. 6. RSF-4 TO BE THE FLOORING AND CURBS OF RUNS. SEE DETAILS ON A5 SERIES. 7. INSTALL FRP PANELS ON ALL NOTED WALLS TO 48" A.F.F. 8. PROVIDE PRICING FOR ACT-6 AS AN ALTERNATE IN THIS LOCATION. 9. PROVIDE/INSTALL SHADE-1 ON ALL EXTERIOR WINDOWS AT THIS LOCATION; PROVIDE/INSTALL FASCIA. 10. INSTALL FRP PANELS ON ALL NOTED WALLS BEHIND CAGES AND RUNS TO 8' A.F.F. 11. FUTURE AREA - ORDER FLOORING FOR FUTURE OCCUPANCY AND STORE; DO NOT INSTALL. 12. FILM-3 AT EXTERIOR WINDOW AT THIS LOCATION, REFER TO A8 FLOOR FINISH PLAN FOR LOCATION AND EXTENTS. 13. PAINT STAIR RISERS, METAL BASE AND HANDRAILS PT-8 AT THIS LOCATION. 14. PLAM-6 AT PASS-THRU WINDOWS AT THIS LOCATION. 4 7/8"MS. BRACE AT MIDSPAN FROM FLOOR TO CEILING STRUCTURAL STUD AT CORNER CORNER GUARD ON CONT. MTL. RETAINER-ANCHOR TO WALL PER MANUFACTURER'S SPECIFICATIONS TERMINATION STRIP INTEGRAL ROOM BASE RIGID PLASTIC WAINSCOT WALL PROTECTION SHEET VINYL FLOOR TYP.1/2"PARTITION WALL SEALANT 5/8" GYP BD OVER 3 5/8" METAL STUDS TO DECK ABOVE ACOUSTICAL LAY-IN CEILING 6"VARIESSEE REFLECTED CEILING PLAN VARIES 5/8" GYP BD OVER 3 5/8" METAL STUDS TO DECK ABOVE CONTINUE GYP BD TO 6" ABOVECEILING MIN. ACOUSTICAL LAY-IN CEILING 6"VARIES4 7/8" ACOUSTICAL LAY-IN CEILING. ( SEE RCP FOR HEIGHT). 16" STANDARD STUD SPACING 2x10 FRT BLOCKING. VERIFY BLOCKING REQUIREMENTS WITH MANUFACTURER'S RECOMMENDATIONS. NOTE: REFER TO MANUFACTUER'S MOUNTING AND INSTALLATION REQUIREMENTS FOR ALL WALL MOUNTED EQUIPMENT. INSTALLATION NOT IN CONFORMANCE WITH THE MANUFACTUER'S REQUIREMENTS WILL NOT BE ACCEPTED. PROVIDE PHOTOGRAPHIC DOCUMENTATION OF BLOCKING INSTALLATION PRIOR TO WALL FINISH INSTALLATION. FOLDING EXAM TABLE WALL MOUNT. 3 5/8" MIN. STRUCTURAL METAL STUDS OR 2x4 MIN. FRT WD. STUDS MTD. 16" O.C. FULL HEIGHT TO DECK ABOVE. PROVIDE LATERAL BRACING ABOVE CEILING. VERIFY BLOCKING REQUIREMENTS WITH MANUFACTURER'S RECOMMENDATIONS. 3" x 3" x 1/4" STL. TUBE, ANCHOR TO FLOOR W/ 3 5/8"X 5" X 1/8" STL. PLATE & 1/4" DIA. CONCRETE SCREWS, HEIGHT TO BE 4" BELOW FINISHED TOP OF WALL. PROVIDE FRT WOOD BLOCKING UNDER WALL CAP 2X FIRE TREATED WOOD BLOCKING 2X FRT WOOD STUDS @ 16" O.C. SEALANT 5"1/2"2" 2 5/8"EQ.EQ.6"8 GA. HANGER WIRE @ 24" O.C. (REQUIRED IF SPAN IS OVER 8'-0") BACK-TO-BACK 3-5/8" STEEL C TRACKS - 20 GA. (REQUIRED IF SPAN IS OVER 8'-0") 4" STEEL STRAP - 20 GA. - FASTENED TO STUDS AT MIDSPAN 3 LAYERS - 5/8" GWB 3-5/8" STEEL STUDS - 20 GA. @ 16" O.C. MAX. STEEL PERIMETER CHANNES 1 HR RATED PARTITION 1 HR RATED CEILING (UL DESIGN: I504) © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 INTERIOR DETAILS 04 MARCH 2022 A8.02MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION3" = 1'-0"A8.02 1 detail - corner guard 3" = 1'-0"A8.02 2 detail - integral room base 1 1/2" = 1'-0"A8.02 3 detail - gypsum board soffit at wall 1 1/2" = 1'-0"A8.02 7 detail - wallboard header 1 1/2" = 1'-0"A8.02 4 detail - exam table wall mounting 3" = 1'-0"A8.02 5 low walls with stl tube1 3" = 1'-0"A8.02 8 detail - 1 hour rated gyp ceiling EXISTING SPACE TO REMAIN. FUTURE SPACE AREA OF WORK PLAN KEY RR 105T WAITING ROOM 101 CAT-FRIENDLY WAITING 103 VESTIBULE 100 EX STAIR S101 WP-1 FLOORING DIRECTION FLOORING DIRECTION FLOORING DIRECTION RSF-2 RSF-1 RSF-2 RSF-1 FLOORING DIRECTION PT-9 CG-1CG-1 CG-1 CG-1 CG-1 CG-1 CG-11' - 0"1' - 0" CG-1 1' - 0"RECEPTION 102 A8.10BA8.10BA8.10CA8.10C809 809 FLOORING DIRECTION RSF-2 RSF-1 809 810 CG-1 © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 FIRST FLOOR FINISH PLAN - AREA A 04 MARCH 2022 A8.10AMEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONKEY PLAN A BCD 1/4" = 1'-0"1 First Floor Finish Plan - Area A CODED NOTES - FINISH 802 PAINT ALL SIDES OF EXPOSED COLUMN TO MATCH ADJACENT WALL COLOR. 803 INSTALL WALL PROTECTION TO 48" A.F.F. AT THIS LOCATION. 805 INSTALL FRP-1 TO 8' A.F.F. AT THIS LOCATION. 806 INSTALL FRP-1 ON PANEL BEHIND WET TABLE AT THIS LOCATION. 807 INSTALL FRP-1 TO 48"A.F.F. AT THIS LOCATION. 808 INSTALL WALL PROTECTION TO ALIGN WITH BACKSPLASH AT THIS LOCATION, TYP. U.N.O. 809 PAINT SOFFIT ABOVE PT-1 ALL SIDES INCLUDING BOTTOM. REFER TO SHEET A8.00 AND A3 SERIES FOR FURTHER INFORMATION. 810 PAINT ALL SIDES OF COLUMN PT-1. EXISTING SPACE TO REMAIN. FUTURE SPACE AREA OF WORK PLAN KEY ECHO 118C CARDIOLOGY 118 ONCOLOGY SHELL SPACE 117 LAUNDRY 116 BARKING ROOM 115A WARD 115 PROCEDURE ROOM 107CXRAY 113 EX MEP 120 MEP 135 EXAM 1 121 ER/TRIAGE 107 RR 106T TRIAGE 107A TRAUMA 108 PHARMACY 109 CAT WARD 110 ISOLATION 111B ANTE 111A CLINCAL TEAM 107B ICU 112 ISOLATION 111 CORRIDOR X150 RR 114T JAN. 107D PT-4 / WP-2 WP-1 FLOORING DIRECTION RSF-4 RSF-4 RSF-4 FRP-1, TYP. CG-1, TYP. CG-1 CG-1 CG-1 CG-1 CG-1 CG-1 CG-1 CG-1 CG-1 JC 111C 805805 CG-1 MECH 116A CG-1 CG-1 806805 807 807 RSF-4 SEALED 807 807 CG-1 WORK RM 118A PRIVATE WK RM 118B 806806 805 805 806806 805805 806806 806806 805 805 808 805805 FLOORING DIRECTION FLOORING DIRECTION CG-1 FLOORING DIRECTION FLOORING DIRECTION FLOORING DIRECTION 805 805805 805 805 805 806806 CG-1 FLOORING DIRECTION FLOORING DIRECTION FLOORING DIRECTION FLOORING DIRECTION 803 807 FLOORING DIRECTION FLOORING DIRECTIONA8.10CA8.10C A8.10A A8.10ACG-1, TYP. CG-1, TYP. FLOORING DIRECTION 805805 CG-1, TYP.CG-1, TYP. CG-1 CG-1 CG-1 CG-1 CG-1 808 808 808 CG-1 CG-1 808 808 CG-1 808 CG-1 PT-3FLOORING DIRECTION PT-3 CG-1 PT-3 CG-1 CG-1808PT-5/WP-3808 SEALED RSF-3 RSF-3 RSF-1 CG-1 RSF-4 RSF-3 SEALED RSF-2 RSF-1 RSF-2 RSF-1 RSF-2 RSF-3 RSF-2 RSF-3 RSF-2 809 809 809 WP-1 807 CG-1 807 802 © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 FIRST FLOOR FINISH PLAN - AREA B 04 MARCH 2022 A8.10BMEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONKEY PLAN A BCD 1/4" = 1'-0"A8.10B 1 First Floor Finish Plan - Area B CODED NOTES - FINISH 802 PAINT ALL SIDES OF EXPOSED COLUMN TO MATCH ADJACENT WALL COLOR. 803 INSTALL WALL PROTECTION TO 48" A.F.F. AT THIS LOCATION. 805 INSTALL FRP-1 TO 8' A.F.F. AT THIS LOCATION. 806 INSTALL FRP-1 ON PANEL BEHIND WET TABLE AT THIS LOCATION. 807 INSTALL FRP-1 TO 48"A.F.F. AT THIS LOCATION. 808 INSTALL WALL PROTECTION TO ALIGN WITH BACKSPLASH AT THIS LOCATION, TYP. U.N.O. 809 PAINT SOFFIT ABOVE PT-1 ALL SIDES INCLUDING BOTTOM. REFER TO SHEET A8.00 AND A3 SERIES FOR FURTHER INFORMATION. 810 PAINT ALL SIDES OF COLUMN PT-1. EXISTING SPACE TO REMAIN. FUTURE SPACE AREA OF WORK PLAN KEY INTERNAL MEDICINE 143 I.M. PRIVATE WORK 143B SURGERY RECEIVING 141 ENDOSCOPY 143A DOCTORS OFFICE 142 RR 140T RR 139T ELEVATOR 0000 STAIR S100 RAD. TECH WORK AREA 152 CORRIDOR X140 EXAM 14 134 EXAM 9 129 EXAM 13 133 EXAM 10 130 EXAM 12 132 EXAM 11 131 EXAM 8 128 EXAM 7 127 EXAM 15 136 EXAM 3 123 EXAM 4 124 EXAM 5 125 CORRIDOR X150 RR 119T SHELLED CT 152A GRIEF 137 GRIEF 138 EXAM 6 126 EXAM 2 122 CORRIDOR X130 CORRIDOR X110 PT-4 / WP-2 PT-3PT-3PT-3PT-3PT-3PT-3PT-3PT-3 PT-3 SURG RECEIVING WK RM 141A CG-1 CG-2 CG-2 CG-1 CG-1 CG-1 803 WP-1 WP-1 FLOORING DIRECTION FLOORING DIRECTIONFLOORING DIRECTION FLOORING DIRECTION FLOORING DIRECTION FLOORING DIRECTION FLOORING DIRECTION FLOORING DIRECTION FLOORING DIRECTION FLOORING DIRECTION A8.10BA8.10BA8.10A A8.10AA8.10DA8.10D808 CG-1 PT-3PT-3PT-3PT-3PT-3PT-3FLOORING DIRECTION FLOORING DIRECTION FLOORING DIRECTION FLOORING DIRECTION FLOORING DIRECTION FLOORING DIRECTION FLOORING DIRECTION FLOORING DIRECTION FLOORING DIRECTION FLOORING DIRECTION FLOORING DIRECTION FLOORING DIRECTION CG-1 CG-1 CG-1 CG-1 RSF-3 RSF-1 FLOORING DIRECTION RSF-1 ST-2 WP-1 FLOORING DIRECTION ST-2 RSF-1 RSF-3 ST-2 RSF-2 RSF-1 FLOORING DIRECTION RSF-2 RSF-1 RSF-2 RSF-1RSF-1 RSF-2 RSF-1 RSF-2 RSF-1 RSF-2 RSF-2 RSF-3 RSF-2 RSF-1 RSF-2 RSF-1 RSF-2 RSF-1 CORRIDOR X120 RSF-2 RSF-3 FLOORING DIRECTION FLOORING DIRECTION FLOORING DIRECTION RSF-1 RSF-2 RSF-1 RSF-2 RSF-1 RSF-2 RSF-2 RSF-3 RSF-1 RSF-2 RSF-1 RSF-2 RSF-1 RSF-2 RSF-1 RSF-2 RR 106T EXAM 1 121 MEP 135 SEALED RSF-2 RSF-1 RSF-2 RSF-1 RSF-2 CG-1 CG-1 CG-1 CG-1 CG-1 CG-1 CG-1809 809 809 809 809 809 809 809 FLOORING DIRECTIONPT-3© 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 FIRST FLOOR FINISH PLAN - AREA C 04 MARCH 2022 A8.10CMEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONKEY PLAN A BCD 1/4" = 1'-0"A8.10C 1 First Floor Finish Plan - Area C CODED NOTES - FINISH 802 PAINT ALL SIDES OF EXPOSED COLUMN TO MATCH ADJACENT WALL COLOR. 803 INSTALL WALL PROTECTION TO 48" A.F.F. AT THIS LOCATION. 805 INSTALL FRP-1 TO 8' A.F.F. AT THIS LOCATION. 806 INSTALL FRP-1 ON PANEL BEHIND WET TABLE AT THIS LOCATION. 807 INSTALL FRP-1 TO 48"A.F.F. AT THIS LOCATION. 808 INSTALL WALL PROTECTION TO ALIGN WITH BACKSPLASH AT THIS LOCATION, TYP. U.N.O. 809 PAINT SOFFIT ABOVE PT-1 ALL SIDES INCLUDING BOTTOM. REFER TO SHEET A8.00 AND A3 SERIES FOR FURTHER INFORMATION. 810 PAINT ALL SIDES OF COLUMN PT-1. EXISTING SPACE TO REMAIN. FUTURE SPACE AREA OF WORK PLAN KEY SHELL REHAB 146 NEURO SHELL SPACE 144 ULTRASOUND 145 CORRIDOR X150 READING RM 148 RECEIVING / MORGUE 149 ELECT. 150 EX MRI CASSETTE 151 FLOORING DIRECTION FLOORING DIRECTION RR 147T CG-1 CG-1 CG-1 CG-1 CG-2 CG-1 CG-1 FLOORING DIRECTION WP-1 CG-1 A8.10CA8.10CFLOORING DIRECTIONCG-1FLOORING DIRECTION RSF-3 RSF-1 SEALED RSF-3 RSF-3 SEALED 809 802 802 PT-4 / WP-2 803 803 © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 FIRST FLOOR FINISH PLAN - AREA D 04 MARCH 2022 A8.10DMEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONKEY PLAN A BCD 1/4" = 1'-0"A8.10D 1 First Floor Finish Plan - Area D CODED NOTES - FINISH 802 PAINT ALL SIDES OF EXPOSED COLUMN TO MATCH ADJACENT WALL COLOR. 803 INSTALL WALL PROTECTION TO 48" A.F.F. AT THIS LOCATION. 805 INSTALL FRP-1 TO 8' A.F.F. AT THIS LOCATION. 806 INSTALL FRP-1 ON PANEL BEHIND WET TABLE AT THIS LOCATION. 807 INSTALL FRP-1 TO 48"A.F.F. AT THIS LOCATION. 808 INSTALL WALL PROTECTION TO ALIGN WITH BACKSPLASH AT THIS LOCATION, TYP. U.N.O. 809 PAINT SOFFIT ABOVE PT-1 ALL SIDES INCLUDING BOTTOM. REFER TO SHEET A8.00 AND A3 SERIES FOR FURTHER INFORMATION. 810 PAINT ALL SIDES OF COLUMN PT-1. EXISTING SPACE TO REMAIN. FUTURE SPACE AREA OF WORK PLAN KEY EX STAIR S201 CORRIDOR X220 OPEN TO BELOW 0 OR 1 201 FLUOROSCOPY OR 206 CORRIDOR X210 OR 3 203 OR 2 202 CG-1 CG-1 CG-1 CG-1 CG-1 803 803 803 803 803 CG-1 CG-1 A8.20B A8.20B CG-1 CG-1 CG-1 CG-1 809 809 809 © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 SECOND FLOOR FINISH PLAN - AREA A 04 MARCH 2022 A8.20AMEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONKEY PLAN A B CDE 1/4" = 1'-0"A8.20A 1 Second Floor Finish Plan - Area A CODED NOTES - FINISH 802 PAINT ALL SIDES OF EXPOSED COLUMN TO MATCH ADJACENT WALL COLOR. 803 INSTALL WALL PROTECTION TO 48" A.F.F. AT THIS LOCATION. 805 INSTALL FRP-1 TO 8' A.F.F. AT THIS LOCATION. 806 INSTALL FRP-1 ON PANEL BEHIND WET TABLE AT THIS LOCATION. 807 INSTALL FRP-1 TO 48"A.F.F. AT THIS LOCATION. 808 INSTALL WALL PROTECTION TO ALIGN WITH BACKSPLASH AT THIS LOCATION, TYP. U.N.O. 809 PAINT SOFFIT ABOVE PT-1 ALL SIDES INCLUDING BOTTOM. REFER TO SHEET A8.00 AND A3 SERIES FOR FURTHER INFORMATION. 810 PAINT ALL SIDES OF COLUMN PT-1. EXISTING SPACE TO REMAIN. FUTURE SPACE AREA OF WORK PLAN KEY SURGERY SUITE 210 CORRIDOR X220 DIRTY STERILE PROCESSING 207A FLUOROSCOPY OR 206 CORRIDOR X210 OR 4 204 DIRTY PROCEDURE 205 XRAY 208 CG-1, TYP. CG-1 CG-1 CG-1 CG-1, TYP. CG-1 CG-1 CG-1 CG-1 CG-1 DOCTORS 210B TEAM WORK ROOM 210A A8.20A A8.20AA8.20DA8.20D803 803 CLEAN STERILE PROCESSING 207B 803 FLOORING DIRECTION FLOORING DIRECTION FLOORING DIRECTION 806806 FLOORING DIRECTION CG-1 RSF-3 RSF-5 RSF-3 RSF-5 RSF-3 RSF-5 809 809 © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 SECOND FLOOR FINISH PLAN - AREA B 04 MARCH 2022 A8.20BMEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONKEY PLAN A B CDE1/4" = 1'-0"A8.20B 1 Second Floor Finish Plan - Area B CODED NOTES - FINISH 802 PAINT ALL SIDES OF EXPOSED COLUMN TO MATCH ADJACENT WALL COLOR. 803 INSTALL WALL PROTECTION TO 48" A.F.F. AT THIS LOCATION. 805 INSTALL FRP-1 TO 8' A.F.F. AT THIS LOCATION. 806 INSTALL FRP-1 ON PANEL BEHIND WET TABLE AT THIS LOCATION. 807 INSTALL FRP-1 TO 48"A.F.F. AT THIS LOCATION. 808 INSTALL WALL PROTECTION TO ALIGN WITH BACKSPLASH AT THIS LOCATION, TYP. U.N.O. 809 PAINT SOFFIT ABOVE PT-1 ALL SIDES INCLUDING BOTTOM. REFER TO SHEET A8.00 AND A3 SERIES FOR FURTHER INFORMATION. 810 PAINT ALL SIDES OF COLUMN PT-1. EXISTING SPACE TO REMAIN. FUTURE SPACE AREA OF WORK PLAN KEY WORK STATIONS 214 OFFICE 213 OFFICE 212COMMUNICATIONS 211 OFFICE 215OFFICE 216 CLINCAL MANAGERS 217 CAT I-131 219A CAT I-131 ANTE RM 219 MARKETING CLOSET 218 RR 220T CORRIDOR X230A8.20DA8.20D805805 WP-1 FLOORING DIRECTION CG-1 CG-1 CG-1 RSF-5 RSF-3 RSF-1 RSF-3 CPT-1 RSF-3 809 809 © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 SECOND FLOOR FINISH PLAN - AREA C 04 MARCH 2022 A8.20CMEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONKEY PLAN A B CDE 1/4" = 1'-0"A8.20C 1 Second Floor Finish Plan - Area C CODED NOTES - FINISH 802 PAINT ALL SIDES OF EXPOSED COLUMN TO MATCH ADJACENT WALL COLOR. 803 INSTALL WALL PROTECTION TO 48" A.F.F. AT THIS LOCATION. 805 INSTALL FRP-1 TO 8' A.F.F. AT THIS LOCATION. 806 INSTALL FRP-1 ON PANEL BEHIND WET TABLE AT THIS LOCATION. 807 INSTALL FRP-1 TO 48"A.F.F. AT THIS LOCATION. 808 INSTALL WALL PROTECTION TO ALIGN WITH BACKSPLASH AT THIS LOCATION, TYP. U.N.O. 809 PAINT SOFFIT ABOVE PT-1 ALL SIDES INCLUDING BOTTOM. REFER TO SHEET A8.00 AND A3 SERIES FOR FURTHER INFORMATION. 810 PAINT ALL SIDES OF COLUMN PT-1. EXISTING SPACE TO REMAIN. FUTURE SPACE AREA OF WORK PLAN KEY DENTISTRY 221 PRIVATE WORK 221A STAIR S200 CENTRAL SUPPLY 223 ELEVATOR 000 A8.20CA8.20CA8.20BA8.20BA8.20EA8.20ECORRIDOR X240 DENTISTRY WK RM 221B CHASE 00 807 803 803 CG-1, TYP. CG-1 CG-1 CG-1 CG-1 FLOORING DIRECTION FLOORING DIRECTION FLOORING DIRECTION CG-1 CG-1 CG-1 CG-1 CG-1 RSF-3 SEALED J.C. 222 807 SEALED ST-2 RSF-3 ST-2 CG-1 807 807 807 CG-1 803 © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 SECOND FLOOR FINISH PLAN - AREA D 04 MARCH 2022 A8.20DMEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONKEY PLAN A B CDE 1/4" = 1'-0"A8.20D 1 Second Floor Finish Plan - Area D CODED NOTES - FINISH 802 PAINT ALL SIDES OF EXPOSED COLUMN TO MATCH ADJACENT WALL COLOR. 803 INSTALL WALL PROTECTION TO 48" A.F.F. AT THIS LOCATION. 805 INSTALL FRP-1 TO 8' A.F.F. AT THIS LOCATION. 806 INSTALL FRP-1 ON PANEL BEHIND WET TABLE AT THIS LOCATION. 807 INSTALL FRP-1 TO 48"A.F.F. AT THIS LOCATION. 808 INSTALL WALL PROTECTION TO ALIGN WITH BACKSPLASH AT THIS LOCATION, TYP. U.N.O. 809 PAINT SOFFIT ABOVE PT-1 ALL SIDES INCLUDING BOTTOM. REFER TO SHEET A8.00 AND A3 SERIES FOR FURTHER INFORMATION. 810 PAINT ALL SIDES OF COLUMN PT-1. EXISTING SPACE TO REMAIN. FUTURE SPACE AREA OF WORK PLAN KEY KITCHENETTE 231 MOTHERS ROOM 225 IT 226 RR 227T RR 228T WELLNESS 229 A8.20DA8.20DBREAK ROOM 230 LOCKER ROOM 224 WP-1 WP-1 CG-1CG-1 CG-1CG-1 CG-1 CG-1 CG-1 CG-1 CG-1 CORRIDOR X250 FLOORING DIRECTION FLOORING DIRECTION FLOORING DIRECTION FLOORING DIRECTION FLOORING DIRECTION CONFERENCE ROOM 232 CG-1 CG-1 CG-1 FLOORING DIRECTION RSF-1 RSF-3 RSF-1 RSF-3 CPT-1 RSF-3 RSF-3 SEALEDPT-9© 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 SECOND FLOOR FINISH PLAN - AREA E 04 MARCH 2022 A8.20EMEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONKEY PLAN A B CDE 1/4" = 1'-0"A8.20E 1 Second Floor Finish Plan - Area E CODED NOTES - FINISH 802 PAINT ALL SIDES OF EXPOSED COLUMN TO MATCH ADJACENT WALL COLOR. 803 INSTALL WALL PROTECTION TO 48" A.F.F. AT THIS LOCATION. 805 INSTALL FRP-1 TO 8' A.F.F. AT THIS LOCATION. 806 INSTALL FRP-1 ON PANEL BEHIND WET TABLE AT THIS LOCATION. 807 INSTALL FRP-1 TO 48"A.F.F. AT THIS LOCATION. 808 INSTALL WALL PROTECTION TO ALIGN WITH BACKSPLASH AT THIS LOCATION, TYP. U.N.O. 809 PAINT SOFFIT ABOVE PT-1 ALL SIDES INCLUDING BOTTOM. REFER TO SHEET A8.00 AND A3 SERIES FOR FURTHER INFORMATION. 810 PAINT ALL SIDES OF COLUMN PT-1. A. REFER TO SPECIFICATIONS FOR MORE INFORMATION REGARDING EXACT CABINET CONSTRUCTION AND HARDWARE REQUIREMENTS. B. APPLY FINISH GRADE PLASTIC LAMINATE TO ALL EXPOSED AND SEMI-EXPOSED SURFACES OF MILLWORK, INCLUDING BOTH SIDES OF CABINET DOORS; REFER TO SPECIFICATIONS. C. MILLWORK CONTRACTOR SHALL PROVIDE HEAVY DUTY STEEL ANGLE BRACKET FOR ALL COUNTERS THAT ARE OPEN BELOW. MAXIMUM 32" O/C, WHETHER OR NOT SHOWN ON DRAWINGS. G.C. SHALL PROVIDE FIRE TREATED BLOCKING IN WALL BEHIND OPEN COUNTERS AS NECESSARY TO SUPPORT PLACEMENT OF BRACKETS. D. PROVIDE LOCKS AS LOCATED ON ELEVATIONS ON COMMON KEY. E. FIELD VERIFY ALL DIMENSIONS BEFORE FABRICATING MILLWORK AND RELATED COMPONENTS. F. ALL BASE CABINETS TO BE 24" DEEP UNLESS NOTED OTHERWISE. ALL COUNTERS TO BE 25" DEEP UNLESS NOTED OTHERWISE. G. COORDINATE WITH ELECTRICAL AND PLUMBING CONTRACTORS TO LOCATE THEIR WORK AS REQUIRED TO ACCOMMODATE CASEWORK SHOWN HERE. MOUNT OUTLETS UNDER OPEN COUNTERS IN WIRE CHASE AND PROVIDE GROMMENTS, OR MOUNT OUTLETS 6" ABOVE CABINET COUNTERTOPS, TYPICAL AS SHOWN. ELECTRICAL/ DATA/ TELEPHONE SHOWN HERE ARE DIAGRAMMATIC AND MEANT TO INDICATE RELATIONSHIPS OF CASEWORK AND OUTLETS - REFER TO ENGINEERING DRAWINGS FOR EXACT INFORMATION AND COORDINATE WITH ARCHITECT PRIOR TO ROUGH-IN. G.C., MILLWORK SUB-CONTRACTOR AND ELECTRICAL SUB- CONTRACTOR SHALL MEET WITH THE ARCHITECT PRIOR TO THE COMMENCEMENT OF ROUGH ELECTRICAL WORK TO VERIFY OUTLET LOCATIONS AND THE LIKE. H. PROVIDE 3" ACCESS GROMMET (AG) CUT-OUTS AND GROMMET COVERS FOR ALL OPEN COUNTERS WHERE ELECTRICAL / DATA EXISTS BELOW. COORDINATE WITH M/E/P PLANS, AND FIELD LOCATE IN CONSULTATION WITH ARCHITECT AND OWNER. I. VERIFY CEILING HEIGHTS AGAINST CEILING PLANS / ACTUAL CONDITIONS. J. PROVIDE 1" RADIUS ON ALL EXPOSED OUTSIDE COUNTER CORNERS. K. PROVIDE NON-COMBUSTIBLE WOOD BLOCKING AT TOP AND BOTTOM OF ALL WALL CABINETS AND AT TOP, BOTTOM AND CENTER OF TALL CABINETS. L. PAINT ALL MILLWORK CLEATS TO MATCH ADJACENT WALL. M. PAINT ALL EXPOSED BLOCKING TO MATCH ADJACENT WALL N. ALL COUNTERTOPS / BACKSPLASHES WILL BE CAULKED TO WALL FLUSH WITH TOP OF SPLASH. REVIEW WITH ARCHITECT. O. PROVIDE FIRE TREATING BLOCKING IN WALL BEHIND ALL WALL CABINETS. P. SEE A8 SERIES FOR FINISHES. Q. VERIFY DIMENSIONS OF ALL OFOI EQUIPMENT SITTING INSIDE / ON MILLWORK CABINETS AND DRAWERS. R. PROVIDE ACCESS PANELS ON INSIDE SURFACE AT ALL MILLWORK 'DESKS' TO PERMIT INSTALLATION AND MAINTENANCE OF ELECTRICAL AND DATA WIRING AND DEVICES. S. ALL NEW BLOCKING TO BE DOCUMENTED PER GENERAL NOTES AND PROJECT MANUAL. THE FOLLOWING IS A MASTER LIST AND NOT ALL ITEMS MAY APPEAR IN THIS SET OF DRAWINGS. SEE ELEVATIONS AND DETAILS FOR LOCATIONS AND QUANTITIES OF ITEMS. AG BC BP C CB CCT CKBD CR CRT CT D DD DFB DO DS ED EP FB FD FE FP FV GD HD KBS KS MC ME- MF ACCESS GROMMET BASE CASSETTE STORAGE BLANK PANEL CART COUNTERTOP BRACE CUBICLE CURTAIN TRACK CHALKBOARD CHART RACK COMPUTER TERMINAL COUNTERTOP - NO BACKSPLASH DOOR BASE CABINET DRAWER / DOOR BASE CABINET DRAWER / FILE BASE CABINET DRAWER / OPEN DOOR(S) SLIDING EQUAL DRAWERS EMERGENCY POWER FILM BIN FILE DRAWER W / HANGING FOLDER RACK FINSHED END OR FIXED EQUIPMENT FOOT PEDAL VALVE BY PLUMBING FIELD VERIFY GLASS DOOR CABINET DOOR WALL CABINET KEYBOARD SHELF KNEE SPACE MICROWAVE CABINET MEDICAL EQUPMENT BY OWNER MOBILE DRAWER / FILE CABINET DD2434 - DD2434 - DD2434 - FIRST TWO LETTER - CABINET TYPE FIRST TWO DIGITS - CABINET WIDTH SECOND TWO DIGITS - CABINET HEIGHT MKBD MS MTL MW O OSC OH OV PD PLLAM PS RB REF S SB SC SDC SD- SHL SP ST.STL. TD- TS TL TKBD UCR VT W WS WR MARKERBOARD MONITOR SHELF METAL BASE MICROWAVE OPEN FACE CABINET OPEN SINK CABINET OPEN W/ HORIZONTAL SLOTS OPEN W/ VERITICAL SLOTS PENCIL DRAWER PLASTIC LAMINATE PEDESTAL SUPPORT PANEL REMOVABLE RACK REFRIGERATION SINK SINK BASE STORAGE CABINET SLIDING DOOR CABINET SOAP DISPENSER SHELF SPECIAL CABINET STAINLESS STEEL TOWEL DISPENCER TACK SURFACE TASK LIGHT TACKBOARD UNDER COUNTER REFRIG VERTICAL PIGEON HOLE SLOTS WIRE PASS THROUGH COVER WIRE SHELVING WARDROBE CABINET E08 OPEN TO BEYOND PAINT BOTTOM AND ALL SIDES OF SOFFIT PT-9 SSM-1 REV-1 REV-1 PLAM-1 PLAM-2 2' - 0"EQ EQ 2' - 10"4' - 0"4' - 0"2' - 6"PLAM-7 BASE 932 931931 910910 2' - 10"3' - 8"6 A9.21 7 A9.21 OPEN TO BEYOND E08 E08 E08 E08 PAINT BOTTOM AND ALL SIDES OF SOFFIT PT-9 E123 SSM-1 SSM-1 PLAM -2PLAM-7 BASE PED PEDPEDPED 904 917 910910 2' - 10"3' - 8"7 A9.21 6 A9.21 OPEN TO BEYOND E07 E06 D3630 D3630 1D1530 1D1530 D3330 932 926926 901 903 OUTLETS ARE ON BACK SURFACE OF CABINET ACCESSED THRU GROMMETS 902 1' - 5"2' - 0"1' - 5"2' - 0"E08 E08 931931 REV-1 PLAM-2 REV-1 PLAM-2 910 PAINT BOTTOM AND ALL SIDES OF SOFFIT PT-9 910 909909 9 A9.21 9 A9.21 A9.23 1 7' - 2"HD2730 HD3030 E131 E03 OPEN TO BEYOND E36 919 903 903 913 901 3' - 2" D2133.5 OPEN TO BEYOND HD3030 HD3030 HD2730 D3030 D2730 E07 TC2786 TC2786 913 903 903 903 903 901 903 903 SHRED IT 909 902 E04 E34E05 DD30341D1834 OPEN TO BEYOND 901 913 913 902 TC3686 TC3686 TC3686 TC3686 903 913 902 PAINT BOTTOM AND ALL SIDES OF SOFFIT PT-9 936 REV-1 PLAM-2 SSM-1 PLAM-1 E08 2' - 10"3' - 8"902902 PLAM-7 BASE SSM-1 PLAM-2 PLAM-2 © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 MILLWORK ELEVATIONS 04 MARCH 2022 A9.01MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONMILLWORK GENERAL NOTES CODED NOTES - INTERIOR ELEVATIONS 901 COUNTERTOP WITH 4" BACKSPLASH, SEE FINISH SCHEDULE 902 BASE. SEE FINISH SCHEDULE 903 MIN. 3/4" THICK PLAM FILLER PANEL TO MATCH ADJACENT MILLWORK 904 CONCEALED STEEL ANGLE AT MAX.32" O.C. SEE DETAILS ON A9 SERIES. PAINT TO MATCH WALLS. 905 STAINLESS STEEL SINK, SEE MEP DRAWINGS 906 1X4 WOOD BOARD WITH HOOKS AND PLUG MOLDING ABOVE. SPACING TO BE VERIFIED WITH OWNER. 907 MILLWORK BASE UNDER CAGES. 908 FLIP DOWN EXAM TABLE, OFCI. PROVIDE BLOCKING IN WALL. COORDINATE WITH OWNER FOR FINAL LOCATION. PROVIDE EVERBILT 7/8" CLEAR SCREW ON BUMPER ABOVE. 909 CORNER GUARD, REFER TO A8 FINISH SERIES. 910 PAINTED GYP BD SOFFIT. REFER TO A3 AND A8 SERIES FOR FURTHER INFORMATION. 912 WALL PROTECTION, REFER TO A8 FINISH SERIES 913 FINISHED END. 916 PLAM SHELF/ COUNTER ABOVE CAGES. VERIFY HEIGHT WITH OWNER. 917 WIRE CHASE. SEE SPECIFICATIONS. 919 FINISHED END PANEL. APPLY PLAM TO ALL EXPOSED SIDES. 920 COUNTERTOP WITHOUT BACKSPLASH, SEE FINISH SCHEDULE 923 STAINLESS STEEL WIRE SHELVING ON ADJUSTABLE POSTS MOUNTED TO WALL WITH STAINLESS STEEL DRYING PAN BELOW. REFER TO SPECIFICATIONS. 925 PROVIDE BLOCKING FOR WALL MOUNTED LEAD APRONS. 926 8" DIA. FINISHED OPENING IN COUNTERTOP. COORDINATE SIZE AND LOCATION WITH OWNER. 929 PROVIDE BLOCKING FOR WALL MOUNTED MONITORS. 930 MULTI-OUTLET POWER STRIP (WHITE). SEE ELECTRICAL DRAWINGS. 931 PROVIDE BLOCKING FOR LEASH TIES 932 SIGNAGE BY OTHERS 934 30" DEPTH STAINLESS STEEL COUNTERTOP WITH 4" BACKSPLASH. SEE FINISH SCH. 935 24" DEPTH STAINLESS STEEL COUNTERTOP WITH 4" BACKSPLASH. SEE FINISH SCH. 936 42" DEPTH STAINLESS STEEL COUNTERTOP WITH 4" BACKSPLASH. SEE FINISH SCH. 940 ALL HARDWARE TO BE NON FERROUS. 942 3/4" PLAM SLIDING DOORS 943 ROUTED FINGER PULL FOR DOOR OPERATION MILLWORK DESIGNATIONS LEGEND MILLWORK ABBREVIATIONS EQUIPMENT SCHEDULE Equipment Number Equipment Name E01 WALL MOUNTED MONITOR E03 REFRIGERATOR, ADA UNDER COUNTER E03A REFRIGERATOR, FULL SIZE E04 VENDING MACHINE E05 COFFEE MACHINE E06 LABEL MAKER E07 PRINTER E08 COMPUTER E09A PAPER TOWEL DISPENSER, WALL MOUNTED E10A SOAP DISPENSER, WALL MOUNTED E11 EXAM TABLE, WALL MOUNTED FOLD UP TABLE, SS E11C EXAM TABLE, FIXED HEIGHT PREP E13 LOCKING NARCOTICS CABINET E15 MICROSCOPE E16 ECHO MACHINE E17 EXAM TABLE, LIFT E18 EKG/ECG/STRESS TESTING SYSTEM E19 CENTRIFUGE E20 TELEMETRY E22 SCALE, LARGE PLATFORM E23 EXAM LIGHT, CEILING MOUNTED E23A DUAL EXAM LIGHT, CEILING MOUNTED E25A FREEZER, LAB E28 CRASH CART E29 PPE CABINET E31 LIFT TRANSPORT TABLE E32 KENNEL, CAGES E32B KENNEL RUN E34 WATER COOLER E36 POSTAGE MACHINE E40 CAT CONDOS E41 SNYDER ICU CAGE E42 WET TREATMENT TABLE E42A WET TREATMENT TABLE, DEEP E42B WET TREATMENT TABLE (4' LONG) E43 GROOMING TABLE E45 X-RAY E45A X-RAY, APRON RACK E46 ULTRASOUND MACHINE E50 IDEXX ANALYZER E51 IDEXX ANALYZER E52 IDEXX PROCYTE E53 CHEMISTRY ANALYZER E54 FLUID WARMER CABINET/CART E55 AUTOCLAVE E55B AUTOCLAVE E56 ULTRASONIC CLEANER E57 GAS STERILIZERS E58 COMMERCIAL WASHER E58A WASHER E59 COMMERCIAL DRYER E59A DRYER E61 MICROWAVE E64 IDEXX VET LAB STATION E65 MOBILE WORKSTATION E66 PEDIATRIC CRIB CTRETCHER E67 MAYO STAND E70 O.R. TABLE E71 VENTILATER CART E72 ANESTHESIA MACHINE AND MONITORS E73 ELECTROSURGICAL GENERATOR E74 HEART MONITOR E75 ENDOSCOPY TOWER E76 DIGITAL CYTOLOGY E77 SEDIVUE DX E79A INSTRUMENT TABLE E85 FLUOROSCOPY E89 WATER DISTILLER E91 BLOOD ROCKER E98 WALL MOUNTED X-RAY UNIT E102 PROCESSOR E121 VACUUM, CENTRAL SYSTEM FOR PATIENT HAIR E123 CASH DRAWER E126 DISHWASHER E127A SCOPE CABINET E128 LEAD LINED DECAY CABINET E129 WASTE CABINET E131 SAFE 1/2" = 1'-0"A9.01 1 elevation - 102 reception 1/2" = 1'-0"A9.01 2 elevation - 102 reception 1/2" = 1'-0"A9.01 3 elevation - 102 reception 1/2" = 1'-0"A9.01 4 elevation - 102 reception 1/2" = 1'-0"A9.01 6 elevation - 102 reception 1/2" = 1'-0"A9.01 7 elevation - 102 reception 1/2" = 1'-0"A9.01 8 elevation - 101 waiting room 1/2" = 1'-0"A9.01 9 elevation - 101 waiting room 1/2" = 1'-0"A9.01 5 elevation - 102 reception A. REFER TO SPECIFICATIONS FOR MORE INFORMATION REGARDING EXACT CABINET CONSTRUCTION AND HARDWARE REQUIREMENTS. B. APPLY FINISH GRADE PLASTIC LAMINATE TO ALL EXPOSED AND SEMI-EXPOSED SURFACES OF MILLWORK, INCLUDING BOTH SIDES OF CABINET DOORS; REFER TO SPECIFICATIONS. C. MILLWORK CONTRACTOR SHALL PROVIDE HEAVY DUTY STEEL ANGLE BRACKET FOR ALL COUNTERS THAT ARE OPEN BELOW. MAXIMUM 32" O/C, WHETHER OR NOT SHOWN ON DRAWINGS. G.C. SHALL PROVIDE FIRE TREATED BLOCKING IN WALL BEHIND OPEN COUNTERS AS NECESSARY TO SUPPORT PLACEMENT OF BRACKETS. D. PROVIDE LOCKS AS LOCATED ON ELEVATIONS ON COMMON KEY. E. FIELD VERIFY ALL DIMENSIONS BEFORE FABRICATING MILLWORK AND RELATED COMPONENTS. F. ALL BASE CABINETS TO BE 24" DEEP UNLESS NOTED OTHERWISE. ALL COUNTERS TO BE 25" DEEP UNLESS NOTED OTHERWISE. G. COORDINATE WITH ELECTRICAL AND PLUMBING CONTRACTORS TO LOCATE THEIR WORK AS REQUIRED TO ACCOMMODATE CASEWORK SHOWN HERE. MOUNT OUTLETS UNDER OPEN COUNTERS IN WIRE CHASE AND PROVIDE GROMMENTS, OR MOUNT OUTLETS 6" ABOVE CABINET COUNTERTOPS, TYPICAL AS SHOWN. ELECTRICAL/ DATA/ TELEPHONE SHOWN HERE ARE DIAGRAMMATIC AND MEANT TO INDICATE RELATIONSHIPS OF CASEWORK AND OUTLETS - REFER TO ENGINEERING DRAWINGS FOR EXACT INFORMATION AND COORDINATE WITH ARCHITECT PRIOR TO ROUGH-IN. G.C., MILLWORK SUB-CONTRACTOR AND ELECTRICAL SUB- CONTRACTOR SHALL MEET WITH THE ARCHITECT PRIOR TO THE COMMENCEMENT OF ROUGH ELECTRICAL WORK TO VERIFY OUTLET LOCATIONS AND THE LIKE. H. PROVIDE 3" ACCESS GROMMET (AG) CUT-OUTS AND GROMMET COVERS FOR ALL OPEN COUNTERS WHERE ELECTRICAL / DATA EXISTS BELOW. COORDINATE WITH M/E/P PLANS, AND FIELD LOCATE IN CONSULTATION WITH ARCHITECT AND OWNER. I. VERIFY CEILING HEIGHTS AGAINST CEILING PLANS / ACTUAL CONDITIONS. J. PROVIDE 1" RADIUS ON ALL EXPOSED OUTSIDE COUNTER CORNERS. K. PROVIDE NON-COMBUSTIBLE WOOD BLOCKING AT TOP AND BOTTOM OF ALL WALL CABINETS AND AT TOP, BOTTOM AND CENTER OF TALL CABINETS. L. PAINT ALL MILLWORK CLEATS TO MATCH ADJACENT WALL. M. PAINT ALL EXPOSED BLOCKING TO MATCH ADJACENT WALL N. ALL COUNTERTOPS / BACKSPLASHES WILL BE CAULKED TO WALL FLUSH WITH TOP OF SPLASH. REVIEW WITH ARCHITECT. O. PROVIDE FIRE TREATING BLOCKING IN WALL BEHIND ALL WALL CABINETS. P. SEE A8 SERIES FOR FINISHES. Q. VERIFY DIMENSIONS OF ALL OFOI EQUIPMENT SITTING INSIDE / ON MILLWORK CABINETS AND DRAWERS. R. PROVIDE ACCESS PANELS ON INSIDE SURFACE AT ALL MILLWORK 'DESKS' TO PERMIT INSTALLATION AND MAINTENANCE OF ELECTRICAL AND DATA WIRING AND DEVICES. S. ALL NEW BLOCKING TO BE DOCUMENTED PER GENERAL NOTES AND PROJECT MANUAL. THE FOLLOWING IS A MASTER LIST AND NOT ALL ITEMS MAY APPEAR IN THIS SET OF DRAWINGS. SEE ELEVATIONS AND DETAILS FOR LOCATIONS AND QUANTITIES OF ITEMS. AG BC BP C CB CCT CKBD CR CRT CT D DD DFB DO DS ED EP FB FD FE FP FV GD HD KBS KS MC ME- MF ACCESS GROMMET BASE CASSETTE STORAGE BLANK PANEL CART COUNTERTOP BRACE CUBICLE CURTAIN TRACK CHALKBOARD CHART RACK COMPUTER TERMINAL COUNTERTOP - NO BACKSPLASH DOOR BASE CABINET DRAWER / DOOR BASE CABINET DRAWER / FILE BASE CABINET DRAWER / OPEN DOOR(S) SLIDING EQUAL DRAWERS EMERGENCY POWER FILM BIN FILE DRAWER W / HANGING FOLDER RACK FINSHED END OR FIXED EQUIPMENT FOOT PEDAL VALVE BY PLUMBING FIELD VERIFY GLASS DOOR CABINET DOOR WALL CABINET KEYBOARD SHELF KNEE SPACE MICROWAVE CABINET MEDICAL EQUPMENT BY OWNER MOBILE DRAWER / FILE CABINET DD2434 - DD2434 - DD2434 - FIRST TWO LETTER - CABINET TYPE FIRST TWO DIGITS - CABINET WIDTH SECOND TWO DIGITS - CABINET HEIGHT MKBD MS MTL MW O OSC OH OV PD PLLAM PS RB REF S SB SC SDC SD- SHL SP ST.STL. TD- TS TL TKBD UCR VT W WS WR MARKERBOARD MONITOR SHELF METAL BASE MICROWAVE OPEN FACE CABINET OPEN SINK CABINET OPEN W/ HORIZONTAL SLOTS OPEN W/ VERITICAL SLOTS PENCIL DRAWER PLASTIC LAMINATE PEDESTAL SUPPORT PANEL REMOVABLE RACK REFRIGERATION SINK SINK BASE STORAGE CABINET SLIDING DOOR CABINET SOAP DISPENSER SHELF SPECIAL CABINET STAINLESS STEEL TOWEL DISPENCER TACK SURFACE TASK LIGHT TACKBOARD UNDER COUNTER REFRIG VERTICAL PIGEON HOLE SLOTS WIRE PASS THROUGH COVER WIRE SHELVING WARDROBE CABINET BL-E 902 912 E08 E08 E09A E10A SBS2733.5DD2133.5 913919 901 913 905 917904 E13 E03 OPEN TO BEYOND E32 E32 E41 907 916 930 916 930 904 E03 SBS3033.5 TC4286 E09A E10A HD3018 MC2736 2' - 0" 913 913 903 913 913 E126 E61 913 HD1830 9057' - 2"E64 HD2730 HD3630 HD3630 HD3630 HD3618 E09A E10A SBS3333.5DD3633.5D3633.54D1533.5 913 913 913913 913 905 901 919 E03A E15 E50 E91 E51 E77 E52 E53 E76 E19 E19 2' - 0" E03 HD2730 OPEN TO BEYONDOPEN TO BEYOND E08 E08 E08 E08 E08 E08 919 919 940 920 902 917 904 3' - 6"5 A9.21 1 A9.21 12' - 2 3/4" OPEN TO BEYOND OPEN TO BEYOND E06 E07E08E08 E08 E08 3D2433.5 3D2433.5 940 919 919913913902902 917 904 2' - 9 1/2"1 A9.21 5 A9.21 12' - 2 3/4" DD3636 E65 HD3630 903 903 913 913 901 7' - 2"7' - 2"E09A E10A SBS2733.5DD3033.5 4D1533.5 HD3030 HD3030 HD3030HD2718 901 903 903 903 905 3' - 11" E08 913913 12" DEEP OC3036.5OC3036.5 12" DEEP E22 913 901 930 930 930906 906 902 © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 MILLWORK ELEVATIONS 04 MARCH 2022 A9.02MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONMILLWORK GENERAL NOTES CODED NOTES - INTERIOR ELEVATIONS 901 COUNTERTOP WITH 4" BACKSPLASH, SEE FINISH SCHEDULE 902 BASE. SEE FINISH SCHEDULE 903 MIN. 3/4" THICK PLAM FILLER PANEL TO MATCH ADJACENT MILLWORK 904 CONCEALED STEEL ANGLE AT MAX.32" O.C. SEE DETAILS ON A9 SERIES. PAINT TO MATCH WALLS. 905 STAINLESS STEEL SINK, SEE MEP DRAWINGS 906 1X4 WOOD BOARD WITH HOOKS AND PLUG MOLDING ABOVE. SPACING TO BE VERIFIED WITH OWNER. 907 MILLWORK BASE UNDER CAGES. 908 FLIP DOWN EXAM TABLE, OFCI. PROVIDE BLOCKING IN WALL. COORDINATE WITH OWNER FOR FINAL LOCATION. PROVIDE EVERBILT 7/8" CLEAR SCREW ON BUMPER ABOVE. 909 CORNER GUARD, REFER TO A8 FINISH SERIES. 910 PAINTED GYP BD SOFFIT. REFER TO A3 AND A8 SERIES FOR FURTHER INFORMATION. 912 WALL PROTECTION, REFER TO A8 FINISH SERIES 913 FINISHED END. 916 PLAM SHELF/ COUNTER ABOVE CAGES. VERIFY HEIGHT WITH OWNER. 917 WIRE CHASE. SEE SPECIFICATIONS. 919 FINISHED END PANEL. APPLY PLAM TO ALL EXPOSED SIDES. 920 COUNTERTOP WITHOUT BACKSPLASH, SEE FINISH SCHEDULE 923 STAINLESS STEEL WIRE SHELVING ON ADJUSTABLE POSTS MOUNTED TO WALL WITH STAINLESS STEEL DRYING PAN BELOW. REFER TO SPECIFICATIONS. 925 PROVIDE BLOCKING FOR WALL MOUNTED LEAD APRONS. 926 8" DIA. FINISHED OPENING IN COUNTERTOP. COORDINATE SIZE AND LOCATION WITH OWNER. 929 PROVIDE BLOCKING FOR WALL MOUNTED MONITORS. 930 MULTI-OUTLET POWER STRIP (WHITE). SEE ELECTRICAL DRAWINGS. 931 PROVIDE BLOCKING FOR LEASH TIES 932 SIGNAGE BY OTHERS 934 30" DEPTH STAINLESS STEEL COUNTERTOP WITH 4" BACKSPLASH. SEE FINISH SCH. 935 24" DEPTH STAINLESS STEEL COUNTERTOP WITH 4" BACKSPLASH. SEE FINISH SCH. 936 42" DEPTH STAINLESS STEEL COUNTERTOP WITH 4" BACKSPLASH. SEE FINISH SCH. 940 ALL HARDWARE TO BE NON FERROUS. 942 3/4" PLAM SLIDING DOORS 943 ROUTED FINGER PULL FOR DOOR OPERATION MILLWORK DESIGNATIONS LEGEND MILLWORK ABBREVIATIONS EQUIPMENT SCHEDULE Equipment Number Equipment Name E01 WALL MOUNTED MONITOR E03 REFRIGERATOR, ADA UNDER COUNTER E03A REFRIGERATOR, FULL SIZE E04 VENDING MACHINE E05 COFFEE MACHINE E06 LABEL MAKER E07 PRINTER E08 COMPUTER E09A PAPER TOWEL DISPENSER, WALL MOUNTED E10A SOAP DISPENSER, WALL MOUNTED E11 EXAM TABLE, WALL MOUNTED FOLD UP TABLE, SS E11C EXAM TABLE, FIXED HEIGHT PREP E13 LOCKING NARCOTICS CABINET E15 MICROSCOPE E16 ECHO MACHINE E17 EXAM TABLE, LIFT E18 EKG/ECG/STRESS TESTING SYSTEM E19 CENTRIFUGE E20 TELEMETRY E22 SCALE, LARGE PLATFORM E23 EXAM LIGHT, CEILING MOUNTED E23A DUAL EXAM LIGHT, CEILING MOUNTED E25A FREEZER, LAB E28 CRASH CART E29 PPE CABINET E31 LIFT TRANSPORT TABLE E32 KENNEL, CAGES E32B KENNEL RUN E34 WATER COOLER E36 POSTAGE MACHINE E40 CAT CONDOS E41 SNYDER ICU CAGE E42 WET TREATMENT TABLE E42A WET TREATMENT TABLE, DEEP E42B WET TREATMENT TABLE (4' LONG) E43 GROOMING TABLE E45 X-RAY E45A X-RAY, APRON RACK E46 ULTRASOUND MACHINE E50 IDEXX ANALYZER E51 IDEXX ANALYZER E52 IDEXX PROCYTE E53 CHEMISTRY ANALYZER E54 FLUID WARMER CABINET/CART E55 AUTOCLAVE E55B AUTOCLAVE E56 ULTRASONIC CLEANER E57 GAS STERILIZERS E58 COMMERCIAL WASHER E58A WASHER E59 COMMERCIAL DRYER E59A DRYER E61 MICROWAVE E64 IDEXX VET LAB STATION E65 MOBILE WORKSTATION E66 PEDIATRIC CRIB CTRETCHER E67 MAYO STAND E70 O.R. TABLE E71 VENTILATER CART E72 ANESTHESIA MACHINE AND MONITORS E73 ELECTROSURGICAL GENERATOR E74 HEART MONITOR E75 ENDOSCOPY TOWER E76 DIGITAL CYTOLOGY E77 SEDIVUE DX E79A INSTRUMENT TABLE E85 FLUOROSCOPY E89 WATER DISTILLER E91 BLOOD ROCKER E98 WALL MOUNTED X-RAY UNIT E102 PROCESSOR E121 VACUUM, CENTRAL SYSTEM FOR PATIENT HAIR E123 CASH DRAWER E126 DISHWASHER E127A SCOPE CABINET E128 LEAD LINED DECAY CABINET E129 WASTE CABINET E131 SAFE 1/2" = 1'-0"A9.02 1 elevation - 107 er/triage 1/2" = 1'-0"A9.02 2 elevation - 107 er/triage 1/2" = 1'-0"A9.02 3 elevation - 107 er/triage 1/2" = 1'-0"A9.02 4 elevation - 107 er/triage 1/2" = 1'-0"A9.02 5 elevation - 107 er/triage 1/2" = 1'-0"A9.02 6 elevation - 107 er/triage 1/2" = 1'-0"A9.02 7 elevation - 107A triage 1/2" = 1'-0"A9.02 8 elevation - 108 trauma 1/2" = 1'-0"A9.02 9 elevation - 107 er/traige A. REFER TO SPECIFICATIONS FOR MORE INFORMATION REGARDING EXACT CABINET CONSTRUCTION AND HARDWARE REQUIREMENTS. B. APPLY FINISH GRADE PLASTIC LAMINATE TO ALL EXPOSED AND SEMI-EXPOSED SURFACES OF MILLWORK, INCLUDING BOTH SIDES OF CABINET DOORS; REFER TO SPECIFICATIONS. C. MILLWORK CONTRACTOR SHALL PROVIDE HEAVY DUTY STEEL ANGLE BRACKET FOR ALL COUNTERS THAT ARE OPEN BELOW. MAXIMUM 32" O/C, WHETHER OR NOT SHOWN ON DRAWINGS. G.C. SHALL PROVIDE FIRE TREATED BLOCKING IN WALL BEHIND OPEN COUNTERS AS NECESSARY TO SUPPORT PLACEMENT OF BRACKETS. D. PROVIDE LOCKS AS LOCATED ON ELEVATIONS ON COMMON KEY. E. FIELD VERIFY ALL DIMENSIONS BEFORE FABRICATING MILLWORK AND RELATED COMPONENTS. F. ALL BASE CABINETS TO BE 24" DEEP UNLESS NOTED OTHERWISE. ALL COUNTERS TO BE 25" DEEP UNLESS NOTED OTHERWISE. G. COORDINATE WITH ELECTRICAL AND PLUMBING CONTRACTORS TO LOCATE THEIR WORK AS REQUIRED TO ACCOMMODATE CASEWORK SHOWN HERE. MOUNT OUTLETS UNDER OPEN COUNTERS IN WIRE CHASE AND PROVIDE GROMMENTS, OR MOUNT OUTLETS 6" ABOVE CABINET COUNTERTOPS, TYPICAL AS SHOWN. ELECTRICAL/ DATA/ TELEPHONE SHOWN HERE ARE DIAGRAMMATIC AND MEANT TO INDICATE RELATIONSHIPS OF CASEWORK AND OUTLETS - REFER TO ENGINEERING DRAWINGS FOR EXACT INFORMATION AND COORDINATE WITH ARCHITECT PRIOR TO ROUGH-IN. G.C., MILLWORK SUB-CONTRACTOR AND ELECTRICAL SUB- CONTRACTOR SHALL MEET WITH THE ARCHITECT PRIOR TO THE COMMENCEMENT OF ROUGH ELECTRICAL WORK TO VERIFY OUTLET LOCATIONS AND THE LIKE. H. PROVIDE 3" ACCESS GROMMET (AG) CUT-OUTS AND GROMMET COVERS FOR ALL OPEN COUNTERS WHERE ELECTRICAL / DATA EXISTS BELOW. COORDINATE WITH M/E/P PLANS, AND FIELD LOCATE IN CONSULTATION WITH ARCHITECT AND OWNER. I. VERIFY CEILING HEIGHTS AGAINST CEILING PLANS / ACTUAL CONDITIONS. J. PROVIDE 1" RADIUS ON ALL EXPOSED OUTSIDE COUNTER CORNERS. K. PROVIDE NON-COMBUSTIBLE WOOD BLOCKING AT TOP AND BOTTOM OF ALL WALL CABINETS AND AT TOP, BOTTOM AND CENTER OF TALL CABINETS. L. PAINT ALL MILLWORK CLEATS TO MATCH ADJACENT WALL. M. PAINT ALL EXPOSED BLOCKING TO MATCH ADJACENT WALL N. ALL COUNTERTOPS / BACKSPLASHES WILL BE CAULKED TO WALL FLUSH WITH TOP OF SPLASH. REVIEW WITH ARCHITECT. O. PROVIDE FIRE TREATING BLOCKING IN WALL BEHIND ALL WALL CABINETS. P. SEE A8 SERIES FOR FINISHES. Q. VERIFY DIMENSIONS OF ALL OFOI EQUIPMENT SITTING INSIDE / ON MILLWORK CABINETS AND DRAWERS. R. PROVIDE ACCESS PANELS ON INSIDE SURFACE AT ALL MILLWORK 'DESKS' TO PERMIT INSTALLATION AND MAINTENANCE OF ELECTRICAL AND DATA WIRING AND DEVICES. S. ALL NEW BLOCKING TO BE DOCUMENTED PER GENERAL NOTES AND PROJECT MANUAL. THE FOLLOWING IS A MASTER LIST AND NOT ALL ITEMS MAY APPEAR IN THIS SET OF DRAWINGS. SEE ELEVATIONS AND DETAILS FOR LOCATIONS AND QUANTITIES OF ITEMS. AG BC BP C CB CCT CKBD CR CRT CT D DD DFB DO DS ED EP FB FD FE FP FV GD HD KBS KS MC ME- MF ACCESS GROMMET BASE CASSETTE STORAGE BLANK PANEL CART COUNTERTOP BRACE CUBICLE CURTAIN TRACK CHALKBOARD CHART RACK COMPUTER TERMINAL COUNTERTOP - NO BACKSPLASH DOOR BASE CABINET DRAWER / DOOR BASE CABINET DRAWER / FILE BASE CABINET DRAWER / OPEN DOOR(S) SLIDING EQUAL DRAWERS EMERGENCY POWER FILM BIN FILE DRAWER W / HANGING FOLDER RACK FINSHED END OR FIXED EQUIPMENT FOOT PEDAL VALVE BY PLUMBING FIELD VERIFY GLASS DOOR CABINET DOOR WALL CABINET KEYBOARD SHELF KNEE SPACE MICROWAVE CABINET MEDICAL EQUPMENT BY OWNER MOBILE DRAWER / FILE CABINET DD2434 - DD2434 - DD2434 - FIRST TWO LETTER - CABINET TYPE FIRST TWO DIGITS - CABINET WIDTH SECOND TWO DIGITS - CABINET HEIGHT MKBD MS MTL MW O OSC OH OV PD PLLAM PS RB REF S SB SC SDC SD- SHL SP ST.STL. TD- TS TL TKBD UCR VT W WS WR MARKERBOARD MONITOR SHELF METAL BASE MICROWAVE OPEN FACE CABINET OPEN SINK CABINET OPEN W/ HORIZONTAL SLOTS OPEN W/ VERITICAL SLOTS PENCIL DRAWER PLASTIC LAMINATE PEDESTAL SUPPORT PANEL REMOVABLE RACK REFRIGERATION SINK SINK BASE STORAGE CABINET SLIDING DOOR CABINET SOAP DISPENSER SHELF SPECIAL CABINET STAINLESS STEEL TOWEL DISPENCER TACK SURFACE TASK LIGHT TACKBOARD UNDER COUNTER REFRIG VERTICAL PIGEON HOLE SLOTS WIRE PASS THROUGH COVER WIRE SHELVING WARDROBE CABINET OB3333.5 OB3033.5 OB3333.5 E06 E06 E07 913 901 SLAT WALL 2 A9.24 E09A E10A SBS3033.5 OB3333.5 OB3333.5 SLAT WALL 905 901 903 2 A9.24 903 E13 E03A 3' - 0" 919 901SLAT WALL 902 904 917 E08 E08 2 A9.24 E32 E32 E40 E40 E40 E40 SBS3033.5 DD3333.5 E09A E10A HD3018 HD3330 6' - 3 3/32"7' - 2"6' - 7"904 930 917 903 903913 913 913 905 E32 E32 E32 FIT EXISTING OPENING 7' - 3 43/128" 916 930 904 907 2' - 7" E32 E32 907 916 930 904 4ED2433.5 SBS2733.5 BL-B DD3633.5 E09A E10A E59A E58A 901 913 913 912 902 905 E32 E32 3' - 2" 904 930 916 907 904 930 916 907 3' - 2" E32 E32 BL-E 2' - 6"7' - 2"E08 E08 E08E07 E06 E08 E08 HD2430 O2430 HD2430O2430 PED PED PED E08 903 913 913 903 901 904917 902 BL-E 2' - 6"PED PED E08 E08 E08 E08 901 902 904 917 © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 MILLWORK ELEVATIONS 04 MARCH 2022 A9.03MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONMILLWORK GENERAL NOTES CODED NOTES - INTERIOR ELEVATIONS 901 COUNTERTOP WITH 4" BACKSPLASH, SEE FINISH SCHEDULE 902 BASE. SEE FINISH SCHEDULE 903 MIN. 3/4" THICK PLAM FILLER PANEL TO MATCH ADJACENT MILLWORK 904 CONCEALED STEEL ANGLE AT MAX.32" O.C. SEE DETAILS ON A9 SERIES. PAINT TO MATCH WALLS. 905 STAINLESS STEEL SINK, SEE MEP DRAWINGS 906 1X4 WOOD BOARD WITH HOOKS AND PLUG MOLDING ABOVE. SPACING TO BE VERIFIED WITH OWNER. 907 MILLWORK BASE UNDER CAGES. 908 FLIP DOWN EXAM TABLE, OFCI. PROVIDE BLOCKING IN WALL. COORDINATE WITH OWNER FOR FINAL LOCATION. PROVIDE EVERBILT 7/8" CLEAR SCREW ON BUMPER ABOVE. 909 CORNER GUARD, REFER TO A8 FINISH SERIES. 910 PAINTED GYP BD SOFFIT. REFER TO A3 AND A8 SERIES FOR FURTHER INFORMATION. 912 WALL PROTECTION, REFER TO A8 FINISH SERIES 913 FINISHED END. 916 PLAM SHELF/ COUNTER ABOVE CAGES. VERIFY HEIGHT WITH OWNER. 917 WIRE CHASE. SEE SPECIFICATIONS. 919 FINISHED END PANEL. APPLY PLAM TO ALL EXPOSED SIDES. 920 COUNTERTOP WITHOUT BACKSPLASH, SEE FINISH SCHEDULE 923 STAINLESS STEEL WIRE SHELVING ON ADJUSTABLE POSTS MOUNTED TO WALL WITH STAINLESS STEEL DRYING PAN BELOW. REFER TO SPECIFICATIONS. 925 PROVIDE BLOCKING FOR WALL MOUNTED LEAD APRONS. 926 8" DIA. FINISHED OPENING IN COUNTERTOP. COORDINATE SIZE AND LOCATION WITH OWNER. 929 PROVIDE BLOCKING FOR WALL MOUNTED MONITORS. 930 MULTI-OUTLET POWER STRIP (WHITE). SEE ELECTRICAL DRAWINGS. 931 PROVIDE BLOCKING FOR LEASH TIES 932 SIGNAGE BY OTHERS 934 30" DEPTH STAINLESS STEEL COUNTERTOP WITH 4" BACKSPLASH. SEE FINISH SCH. 935 24" DEPTH STAINLESS STEEL COUNTERTOP WITH 4" BACKSPLASH. SEE FINISH SCH. 936 42" DEPTH STAINLESS STEEL COUNTERTOP WITH 4" BACKSPLASH. SEE FINISH SCH. 940 ALL HARDWARE TO BE NON FERROUS. 942 3/4" PLAM SLIDING DOORS 943 ROUTED FINGER PULL FOR DOOR OPERATION MILLWORK DESIGNATIONS LEGEND MILLWORK ABBREVIATIONS EQUIPMENT SCHEDULE Equipment Number Equipment Name E01 WALL MOUNTED MONITOR E03 REFRIGERATOR, ADA UNDER COUNTER E03A REFRIGERATOR, FULL SIZE E04 VENDING MACHINE E05 COFFEE MACHINE E06 LABEL MAKER E07 PRINTER E08 COMPUTER E09A PAPER TOWEL DISPENSER, WALL MOUNTED E10A SOAP DISPENSER, WALL MOUNTED E11 EXAM TABLE, WALL MOUNTED FOLD UP TABLE, SS E11C EXAM TABLE, FIXED HEIGHT PREP E13 LOCKING NARCOTICS CABINET E15 MICROSCOPE E16 ECHO MACHINE E17 EXAM TABLE, LIFT E18 EKG/ECG/STRESS TESTING SYSTEM E19 CENTRIFUGE E20 TELEMETRY E22 SCALE, LARGE PLATFORM E23 EXAM LIGHT, CEILING MOUNTED E23A DUAL EXAM LIGHT, CEILING MOUNTED E25A FREEZER, LAB E28 CRASH CART E29 PPE CABINET E31 LIFT TRANSPORT TABLE E32 KENNEL, CAGES E32B KENNEL RUN E34 WATER COOLER E36 POSTAGE MACHINE E40 CAT CONDOS E41 SNYDER ICU CAGE E42 WET TREATMENT TABLE E42A WET TREATMENT TABLE, DEEP E42B WET TREATMENT TABLE (4' LONG) E43 GROOMING TABLE E45 X-RAY E45A X-RAY, APRON RACK E46 ULTRASOUND MACHINE E50 IDEXX ANALYZER E51 IDEXX ANALYZER E52 IDEXX PROCYTE E53 CHEMISTRY ANALYZER E54 FLUID WARMER CABINET/CART E55 AUTOCLAVE E55B AUTOCLAVE E56 ULTRASONIC CLEANER E57 GAS STERILIZERS E58 COMMERCIAL WASHER E58A WASHER E59 COMMERCIAL DRYER E59A DRYER E61 MICROWAVE E64 IDEXX VET LAB STATION E65 MOBILE WORKSTATION E66 PEDIATRIC CRIB CTRETCHER E67 MAYO STAND E70 O.R. TABLE E71 VENTILATER CART E72 ANESTHESIA MACHINE AND MONITORS E73 ELECTROSURGICAL GENERATOR E74 HEART MONITOR E75 ENDOSCOPY TOWER E76 DIGITAL CYTOLOGY E77 SEDIVUE DX E79A INSTRUMENT TABLE E85 FLUOROSCOPY E89 WATER DISTILLER E91 BLOOD ROCKER E98 WALL MOUNTED X-RAY UNIT E102 PROCESSOR E121 VACUUM, CENTRAL SYSTEM FOR PATIENT HAIR E123 CASH DRAWER E126 DISHWASHER E127A SCOPE CABINET E128 LEAD LINED DECAY CABINET E129 WASTE CABINET E131 SAFE 1/2" = 1'-0"A9.03 1 elevation - 109 pharmacy 1/2" = 1'-0"A9.03 2 elevation - 109 pharmacy 1/2" = 1'-0"A9.03 3 elevation - 109 pharmacy 1/2" = 1'-0"A9.03 4 elevation - 110 cat ward 1/2" = 1'-0"A9.03 5 elevation - 110 cat ward 1/2" = 1'-0"A9.03 6 elevation - 111B isolation 1/2" = 1'-0"A9.03 7 elevation - 111 isolation 1/2" = 1'-0"A9.03 8 elevation - 111 isolation 1/2" = 1'-0"A9.03 9 elevation - 107B clinical team 1/2" = 1'-0"A9.03 10 elevation - 107B clinical team A. REFER TO SPECIFICATIONS FOR MORE INFORMATION REGARDING EXACT CABINET CONSTRUCTION AND HARDWARE REQUIREMENTS. B. APPLY FINISH GRADE PLASTIC LAMINATE TO ALL EXPOSED AND SEMI-EXPOSED SURFACES OF MILLWORK, INCLUDING BOTH SIDES OF CABINET DOORS; REFER TO SPECIFICATIONS. C. MILLWORK CONTRACTOR SHALL PROVIDE HEAVY DUTY STEEL ANGLE BRACKET FOR ALL COUNTERS THAT ARE OPEN BELOW. MAXIMUM 32" O/C, WHETHER OR NOT SHOWN ON DRAWINGS. G.C. SHALL PROVIDE FIRE TREATED BLOCKING IN WALL BEHIND OPEN COUNTERS AS NECESSARY TO SUPPORT PLACEMENT OF BRACKETS. D. PROVIDE LOCKS AS LOCATED ON ELEVATIONS ON COMMON KEY. E. FIELD VERIFY ALL DIMENSIONS BEFORE FABRICATING MILLWORK AND RELATED COMPONENTS. F. ALL BASE CABINETS TO BE 24" DEEP UNLESS NOTED OTHERWISE. ALL COUNTERS TO BE 25" DEEP UNLESS NOTED OTHERWISE. G. COORDINATE WITH ELECTRICAL AND PLUMBING CONTRACTORS TO LOCATE THEIR WORK AS REQUIRED TO ACCOMMODATE CASEWORK SHOWN HERE. MOUNT OUTLETS UNDER OPEN COUNTERS IN WIRE CHASE AND PROVIDE GROMMENTS, OR MOUNT OUTLETS 6" ABOVE CABINET COUNTERTOPS, TYPICAL AS SHOWN. ELECTRICAL/ DATA/ TELEPHONE SHOWN HERE ARE DIAGRAMMATIC AND MEANT TO INDICATE RELATIONSHIPS OF CASEWORK AND OUTLETS - REFER TO ENGINEERING DRAWINGS FOR EXACT INFORMATION AND COORDINATE WITH ARCHITECT PRIOR TO ROUGH-IN. G.C., MILLWORK SUB-CONTRACTOR AND ELECTRICAL SUB- CONTRACTOR SHALL MEET WITH THE ARCHITECT PRIOR TO THE COMMENCEMENT OF ROUGH ELECTRICAL WORK TO VERIFY OUTLET LOCATIONS AND THE LIKE. H. PROVIDE 3" ACCESS GROMMET (AG) CUT-OUTS AND GROMMET COVERS FOR ALL OPEN COUNTERS WHERE ELECTRICAL / DATA EXISTS BELOW. COORDINATE WITH M/E/P PLANS, AND FIELD LOCATE IN CONSULTATION WITH ARCHITECT AND OWNER. I. VERIFY CEILING HEIGHTS AGAINST CEILING PLANS / ACTUAL CONDITIONS. J. PROVIDE 1" RADIUS ON ALL EXPOSED OUTSIDE COUNTER CORNERS. K. PROVIDE NON-COMBUSTIBLE WOOD BLOCKING AT TOP AND BOTTOM OF ALL WALL CABINETS AND AT TOP, BOTTOM AND CENTER OF TALL CABINETS. L. PAINT ALL MILLWORK CLEATS TO MATCH ADJACENT WALL. M. PAINT ALL EXPOSED BLOCKING TO MATCH ADJACENT WALL N. ALL COUNTERTOPS / BACKSPLASHES WILL BE CAULKED TO WALL FLUSH WITH TOP OF SPLASH. REVIEW WITH ARCHITECT. O. PROVIDE FIRE TREATING BLOCKING IN WALL BEHIND ALL WALL CABINETS. P. SEE A8 SERIES FOR FINISHES. Q. VERIFY DIMENSIONS OF ALL OFOI EQUIPMENT SITTING INSIDE / ON MILLWORK CABINETS AND DRAWERS. R. PROVIDE ACCESS PANELS ON INSIDE SURFACE AT ALL MILLWORK 'DESKS' TO PERMIT INSTALLATION AND MAINTENANCE OF ELECTRICAL AND DATA WIRING AND DEVICES. S. ALL NEW BLOCKING TO BE DOCUMENTED PER GENERAL NOTES AND PROJECT MANUAL. THE FOLLOWING IS A MASTER LIST AND NOT ALL ITEMS MAY APPEAR IN THIS SET OF DRAWINGS. SEE ELEVATIONS AND DETAILS FOR LOCATIONS AND QUANTITIES OF ITEMS. AG BC BP C CB CCT CKBD CR CRT CT D DD DFB DO DS ED EP FB FD FE FP FV GD HD KBS KS MC ME- MF ACCESS GROMMET BASE CASSETTE STORAGE BLANK PANEL CART COUNTERTOP BRACE CUBICLE CURTAIN TRACK CHALKBOARD CHART RACK COMPUTER TERMINAL COUNTERTOP - NO BACKSPLASH DOOR BASE CABINET DRAWER / DOOR BASE CABINET DRAWER / FILE BASE CABINET DRAWER / OPEN DOOR(S) SLIDING EQUAL DRAWERS EMERGENCY POWER FILM BIN FILE DRAWER W / HANGING FOLDER RACK FINSHED END OR FIXED EQUIPMENT FOOT PEDAL VALVE BY PLUMBING FIELD VERIFY GLASS DOOR CABINET DOOR WALL CABINET KEYBOARD SHELF KNEE SPACE MICROWAVE CABINET MEDICAL EQUPMENT BY OWNER MOBILE DRAWER / FILE CABINET DD2434 - DD2434 - DD2434 - FIRST TWO LETTER - CABINET TYPE FIRST TWO DIGITS - CABINET WIDTH SECOND TWO DIGITS - CABINET HEIGHT MKBD MS MTL MW O OSC OH OV PD PLLAM PS RB REF S SB SC SDC SD- SHL SP ST.STL. TD- TS TL TKBD UCR VT W WS WR MARKERBOARD MONITOR SHELF METAL BASE MICROWAVE OPEN FACE CABINET OPEN SINK CABINET OPEN W/ HORIZONTAL SLOTS OPEN W/ VERITICAL SLOTS PENCIL DRAWER PLASTIC LAMINATE PEDESTAL SUPPORT PANEL REMOVABLE RACK REFRIGERATION SINK SINK BASE STORAGE CABINET SLIDING DOOR CABINET SOAP DISPENSER SHELF SPECIAL CABINET STAINLESS STEEL TOWEL DISPENCER TACK SURFACE TASK LIGHT TACKBOARD UNDER COUNTER REFRIG VERTICAL PIGEON HOLE SLOTS WIRE PASS THROUGH COVER WIRE SHELVING WARDROBE CABINET BL-B 7' - 7"6' - 6" E41 E32E32 E32 E32 E32 E32 E32 E32 930 916 904 907 930 916 904 5 A9.22 3' - 2"E01 E07 E08 E08 E08 E08 TC2786 HD2430 E06 913 903 901 904 917 902913 913 O2430 912912 3' - 0"OPEN TO BEYOND 4D1830 913 920 913 3 A9.21 A9.21 2 BL-E 3' - 9" E09A E10A E13 E20 SBS2733.5 4D1833.6 DD3033.5 E03 E28 901 902 913 919913 905 912912 902 E08 917 OC3036.5 OC3036.5 906930 901930 913 906930 902 18" DEEP 18" DEEP 5' - 2" E32 903 916 930 907 E32 E41 E32 902 907 930916 904 11' - 11" HD3318 E09A E10A SBS3333.5 DD2133.5 HD2130 913 913 913 905 901 903 903 902 7' - 2"6' - 8" E32 E32 E32 907 916 930 E45A 903 903 913 913 901 DD1833.5 3D1833.5 O3630 7' - 2"5' - 0"© 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 MILLWORK ELEVATIONS 04 MARCH 2022 A9.04MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONMILLWORK GENERAL NOTES CODED NOTES - INTERIOR ELEVATIONS 901 COUNTERTOP WITH 4" BACKSPLASH, SEE FINISH SCHEDULE 902 BASE. SEE FINISH SCHEDULE 903 MIN. 3/4" THICK PLAM FILLER PANEL TO MATCH ADJACENT MILLWORK 904 CONCEALED STEEL ANGLE AT MAX.32" O.C. SEE DETAILS ON A9 SERIES. PAINT TO MATCH WALLS. 905 STAINLESS STEEL SINK, SEE MEP DRAWINGS 906 1X4 WOOD BOARD WITH HOOKS AND PLUG MOLDING ABOVE. SPACING TO BE VERIFIED WITH OWNER. 907 MILLWORK BASE UNDER CAGES. 908 FLIP DOWN EXAM TABLE, OFCI. PROVIDE BLOCKING IN WALL. COORDINATE WITH OWNER FOR FINAL LOCATION. PROVIDE EVERBILT 7/8" CLEAR SCREW ON BUMPER ABOVE. 909 CORNER GUARD, REFER TO A8 FINISH SERIES. 910 PAINTED GYP BD SOFFIT. REFER TO A3 AND A8 SERIES FOR FURTHER INFORMATION. 912 WALL PROTECTION, REFER TO A8 FINISH SERIES 913 FINISHED END. 916 PLAM SHELF/ COUNTER ABOVE CAGES. VERIFY HEIGHT WITH OWNER. 917 WIRE CHASE. SEE SPECIFICATIONS. 919 FINISHED END PANEL. APPLY PLAM TO ALL EXPOSED SIDES. 920 COUNTERTOP WITHOUT BACKSPLASH, SEE FINISH SCHEDULE 923 STAINLESS STEEL WIRE SHELVING ON ADJUSTABLE POSTS MOUNTED TO WALL WITH STAINLESS STEEL DRYING PAN BELOW. REFER TO SPECIFICATIONS. 925 PROVIDE BLOCKING FOR WALL MOUNTED LEAD APRONS. 926 8" DIA. FINISHED OPENING IN COUNTERTOP. COORDINATE SIZE AND LOCATION WITH OWNER. 929 PROVIDE BLOCKING FOR WALL MOUNTED MONITORS. 930 MULTI-OUTLET POWER STRIP (WHITE). SEE ELECTRICAL DRAWINGS. 931 PROVIDE BLOCKING FOR LEASH TIES 932 SIGNAGE BY OTHERS 934 30" DEPTH STAINLESS STEEL COUNTERTOP WITH 4" BACKSPLASH. SEE FINISH SCH. 935 24" DEPTH STAINLESS STEEL COUNTERTOP WITH 4" BACKSPLASH. SEE FINISH SCH. 936 42" DEPTH STAINLESS STEEL COUNTERTOP WITH 4" BACKSPLASH. SEE FINISH SCH. 940 ALL HARDWARE TO BE NON FERROUS. 942 3/4" PLAM SLIDING DOORS 943 ROUTED FINGER PULL FOR DOOR OPERATION MILLWORK DESIGNATIONS LEGEND MILLWORK ABBREVIATIONS EQUIPMENT SCHEDULE Equipment Number Equipment Name E01 WALL MOUNTED MONITOR E03 REFRIGERATOR, ADA UNDER COUNTER E03A REFRIGERATOR, FULL SIZE E04 VENDING MACHINE E05 COFFEE MACHINE E06 LABEL MAKER E07 PRINTER E08 COMPUTER E09A PAPER TOWEL DISPENSER, WALL MOUNTED E10A SOAP DISPENSER, WALL MOUNTED E11 EXAM TABLE, WALL MOUNTED FOLD UP TABLE, SS E11C EXAM TABLE, FIXED HEIGHT PREP E13 LOCKING NARCOTICS CABINET E15 MICROSCOPE E16 ECHO MACHINE E17 EXAM TABLE, LIFT E18 EKG/ECG/STRESS TESTING SYSTEM E19 CENTRIFUGE E20 TELEMETRY E22 SCALE, LARGE PLATFORM E23 EXAM LIGHT, CEILING MOUNTED E23A DUAL EXAM LIGHT, CEILING MOUNTED E25A FREEZER, LAB E28 CRASH CART E29 PPE CABINET E31 LIFT TRANSPORT TABLE E32 KENNEL, CAGES E32B KENNEL RUN E34 WATER COOLER E36 POSTAGE MACHINE E40 CAT CONDOS E41 SNYDER ICU CAGE E42 WET TREATMENT TABLE E42A WET TREATMENT TABLE, DEEP E42B WET TREATMENT TABLE (4' LONG) E43 GROOMING TABLE E45 X-RAY E45A X-RAY, APRON RACK E46 ULTRASOUND MACHINE E50 IDEXX ANALYZER E51 IDEXX ANALYZER E52 IDEXX PROCYTE E53 CHEMISTRY ANALYZER E54 FLUID WARMER CABINET/CART E55 AUTOCLAVE E55B AUTOCLAVE E56 ULTRASONIC CLEANER E57 GAS STERILIZERS E58 COMMERCIAL WASHER E58A WASHER E59 COMMERCIAL DRYER E59A DRYER E61 MICROWAVE E64 IDEXX VET LAB STATION E65 MOBILE WORKSTATION E66 PEDIATRIC CRIB CTRETCHER E67 MAYO STAND E70 O.R. TABLE E71 VENTILATER CART E72 ANESTHESIA MACHINE AND MONITORS E73 ELECTROSURGICAL GENERATOR E74 HEART MONITOR E75 ENDOSCOPY TOWER E76 DIGITAL CYTOLOGY E77 SEDIVUE DX E79A INSTRUMENT TABLE E85 FLUOROSCOPY E89 WATER DISTILLER E91 BLOOD ROCKER E98 WALL MOUNTED X-RAY UNIT E102 PROCESSOR E121 VACUUM, CENTRAL SYSTEM FOR PATIENT HAIR E123 CASH DRAWER E126 DISHWASHER E127A SCOPE CABINET E128 LEAD LINED DECAY CABINET E129 WASTE CABINET E131 SAFE 1/2" = 1'-0"A9.04 1 elevation - 112 icu 1/2" = 1'-0"A9.04 2 elevation - 112 icu 1/2" = 1'-0"A9.04 3 elevation - 112 icu 1/2" = 1'-0"A9.04 4 elevation - 112 icu 1/2" = 1'-0"A9.04 5 elevation - 112 icu 1/2" = 1'-0"A9.04 6 elevation - 112 icu 1/2" = 1'-0"A9.04 7 elevation - 112 icu 1/2" = 1'-0"A9.04 8 elevation - 107C procedure room 1/2" = 1'-0"A9.04 10 elevation - 115 barking room 1/2" = 1'-0"A9.04 9 elevation - 113 xray A. REFER TO SPECIFICATIONS FOR MORE INFORMATION REGARDING EXACT CABINET CONSTRUCTION AND HARDWARE REQUIREMENTS. B. APPLY FINISH GRADE PLASTIC LAMINATE TO ALL EXPOSED AND SEMI-EXPOSED SURFACES OF MILLWORK, INCLUDING BOTH SIDES OF CABINET DOORS; REFER TO SPECIFICATIONS. C. MILLWORK CONTRACTOR SHALL PROVIDE HEAVY DUTY STEEL ANGLE BRACKET FOR ALL COUNTERS THAT ARE OPEN BELOW. MAXIMUM 32" O/C, WHETHER OR NOT SHOWN ON DRAWINGS. G.C. SHALL PROVIDE FIRE TREATED BLOCKING IN WALL BEHIND OPEN COUNTERS AS NECESSARY TO SUPPORT PLACEMENT OF BRACKETS. D. PROVIDE LOCKS AS LOCATED ON ELEVATIONS ON COMMON KEY. E. FIELD VERIFY ALL DIMENSIONS BEFORE FABRICATING MILLWORK AND RELATED COMPONENTS. F. ALL BASE CABINETS TO BE 24" DEEP UNLESS NOTED OTHERWISE. ALL COUNTERS TO BE 25" DEEP UNLESS NOTED OTHERWISE. G. COORDINATE WITH ELECTRICAL AND PLUMBING CONTRACTORS TO LOCATE THEIR WORK AS REQUIRED TO ACCOMMODATE CASEWORK SHOWN HERE. MOUNT OUTLETS UNDER OPEN COUNTERS IN WIRE CHASE AND PROVIDE GROMMENTS, OR MOUNT OUTLETS 6" ABOVE CABINET COUNTERTOPS, TYPICAL AS SHOWN. ELECTRICAL/ DATA/ TELEPHONE SHOWN HERE ARE DIAGRAMMATIC AND MEANT TO INDICATE RELATIONSHIPS OF CASEWORK AND OUTLETS - REFER TO ENGINEERING DRAWINGS FOR EXACT INFORMATION AND COORDINATE WITH ARCHITECT PRIOR TO ROUGH-IN. G.C., MILLWORK SUB-CONTRACTOR AND ELECTRICAL SUB- CONTRACTOR SHALL MEET WITH THE ARCHITECT PRIOR TO THE COMMENCEMENT OF ROUGH ELECTRICAL WORK TO VERIFY OUTLET LOCATIONS AND THE LIKE. H. PROVIDE 3" ACCESS GROMMET (AG) CUT-OUTS AND GROMMET COVERS FOR ALL OPEN COUNTERS WHERE ELECTRICAL / DATA EXISTS BELOW. COORDINATE WITH M/E/P PLANS, AND FIELD LOCATE IN CONSULTATION WITH ARCHITECT AND OWNER. I. VERIFY CEILING HEIGHTS AGAINST CEILING PLANS / ACTUAL CONDITIONS. J. PROVIDE 1" RADIUS ON ALL EXPOSED OUTSIDE COUNTER CORNERS. K. PROVIDE NON-COMBUSTIBLE WOOD BLOCKING AT TOP AND BOTTOM OF ALL WALL CABINETS AND AT TOP, BOTTOM AND CENTER OF TALL CABINETS. L. PAINT ALL MILLWORK CLEATS TO MATCH ADJACENT WALL. M. PAINT ALL EXPOSED BLOCKING TO MATCH ADJACENT WALL N. ALL COUNTERTOPS / BACKSPLASHES WILL BE CAULKED TO WALL FLUSH WITH TOP OF SPLASH. REVIEW WITH ARCHITECT. O. PROVIDE FIRE TREATING BLOCKING IN WALL BEHIND ALL WALL CABINETS. P. SEE A8 SERIES FOR FINISHES. Q. VERIFY DIMENSIONS OF ALL OFOI EQUIPMENT SITTING INSIDE / ON MILLWORK CABINETS AND DRAWERS. R. PROVIDE ACCESS PANELS ON INSIDE SURFACE AT ALL MILLWORK 'DESKS' TO PERMIT INSTALLATION AND MAINTENANCE OF ELECTRICAL AND DATA WIRING AND DEVICES. S. ALL NEW BLOCKING TO BE DOCUMENTED PER GENERAL NOTES AND PROJECT MANUAL. THE FOLLOWING IS A MASTER LIST AND NOT ALL ITEMS MAY APPEAR IN THIS SET OF DRAWINGS. SEE ELEVATIONS AND DETAILS FOR LOCATIONS AND QUANTITIES OF ITEMS. AG BC BP C CB CCT CKBD CR CRT CT D DD DFB DO DS ED EP FB FD FE FP FV GD HD KBS KS MC ME- MF ACCESS GROMMET BASE CASSETTE STORAGE BLANK PANEL CART COUNTERTOP BRACE CUBICLE CURTAIN TRACK CHALKBOARD CHART RACK COMPUTER TERMINAL COUNTERTOP - NO BACKSPLASH DOOR BASE CABINET DRAWER / DOOR BASE CABINET DRAWER / FILE BASE CABINET DRAWER / OPEN DOOR(S) SLIDING EQUAL DRAWERS EMERGENCY POWER FILM BIN FILE DRAWER W / HANGING FOLDER RACK FINSHED END OR FIXED EQUIPMENT FOOT PEDAL VALVE BY PLUMBING FIELD VERIFY GLASS DOOR CABINET DOOR WALL CABINET KEYBOARD SHELF KNEE SPACE MICROWAVE CABINET MEDICAL EQUPMENT BY OWNER MOBILE DRAWER / FILE CABINET DD2434 - DD2434 - DD2434 - FIRST TWO LETTER - CABINET TYPE FIRST TWO DIGITS - CABINET WIDTH SECOND TWO DIGITS - CABINET HEIGHT MKBD MS MTL MW O OSC OH OV PD PLLAM PS RB REF S SB SC SDC SD- SHL SP ST.STL. TD- TS TL TKBD UCR VT W WS WR MARKERBOARD MONITOR SHELF METAL BASE MICROWAVE OPEN FACE CABINET OPEN SINK CABINET OPEN W/ HORIZONTAL SLOTS OPEN W/ VERITICAL SLOTS PENCIL DRAWER PLASTIC LAMINATE PEDESTAL SUPPORT PANEL REMOVABLE RACK REFRIGERATION SINK SINK BASE STORAGE CABINET SLIDING DOOR CABINET SOAP DISPENSER SHELF SPECIAL CABINET STAINLESS STEEL TOWEL DISPENCER TACK SURFACE TASK LIGHT TACKBOARD UNDER COUNTER REFRIG VERTICAL PIGEON HOLE SLOTS WIRE PASS THROUGH COVER WIRE SHELVING WARDROBE CABINET E32 E32 E32 E32 E32E32 903 913 907 916 930 904 30' - 2" OC2179 E08 E08 E07 E08 E08 E06 E13 2' - 9 1/2"S4 TC3386 E03 902 917 904 901 913 913 E28 912912 OPEN TO BEYOND 7' - 2"HD3330 HD3018 DD3333.5 SBS3033.5 903 E09A E10A SLAT WALL E43 HD3330 913 901 913 913 913 905 DD3333.5 TC3386 913 902 HD3330 DD3333.5 913 901 913 912912 E32 916 904 916 930 913 7' - 8" BL-C OPEN TO BEYOND 7' - 2"E08 E08 E20 DD2433.5 917 904 902 919 913 903 901 TC3386 902 4' - 0" DD2433.5 COAT ROD HD3018 HD1830 SBS3033.5 DD1833.5 E09A E10A 903 7' - 2"905 903 903 903 913 901 E32 O3079 904 916 930 UTILITY SINK W/ GARBAGE DISPOSAL 902 VERIFY W/ EQUIPMENT SIZE 5' - 11 1/2" COMMERCIAL DRYER COMMERCIAL DRYER CLOSURE FLANGE PROVIDED BY EQUIPMENT MANUFACTURER E59 E59 E58E58 COMMERCIAL WASHER COMMERCIAL WASHER VERIFY W/ EQUIPMENT4' - 8"VERIFY OPENING SIZE W/ EQUIPMENT5' - 11 1/2"VERIFY OPNG SIZE W/ EQUIPMENT 6' - 2 1/8" © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 MILLWORK ELEVATIONS 04 MARCH 2022 A9.05MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONMILLWORK GENERAL NOTES CODED NOTES - INTERIOR ELEVATIONS 901 COUNTERTOP WITH 4" BACKSPLASH, SEE FINISH SCHEDULE 902 BASE. SEE FINISH SCHEDULE 903 MIN. 3/4" THICK PLAM FILLER PANEL TO MATCH ADJACENT MILLWORK 904 CONCEALED STEEL ANGLE AT MAX.32" O.C. SEE DETAILS ON A9 SERIES. PAINT TO MATCH WALLS. 905 STAINLESS STEEL SINK, SEE MEP DRAWINGS 906 1X4 WOOD BOARD WITH HOOKS AND PLUG MOLDING ABOVE. SPACING TO BE VERIFIED WITH OWNER. 907 MILLWORK BASE UNDER CAGES. 908 FLIP DOWN EXAM TABLE, OFCI. PROVIDE BLOCKING IN WALL. COORDINATE WITH OWNER FOR FINAL LOCATION. PROVIDE EVERBILT 7/8" CLEAR SCREW ON BUMPER ABOVE. 909 CORNER GUARD, REFER TO A8 FINISH SERIES. 910 PAINTED GYP BD SOFFIT. REFER TO A3 AND A8 SERIES FOR FURTHER INFORMATION. 912 WALL PROTECTION, REFER TO A8 FINISH SERIES 913 FINISHED END. 916 PLAM SHELF/ COUNTER ABOVE CAGES. VERIFY HEIGHT WITH OWNER. 917 WIRE CHASE. SEE SPECIFICATIONS. 919 FINISHED END PANEL. APPLY PLAM TO ALL EXPOSED SIDES. 920 COUNTERTOP WITHOUT BACKSPLASH, SEE FINISH SCHEDULE 923 STAINLESS STEEL WIRE SHELVING ON ADJUSTABLE POSTS MOUNTED TO WALL WITH STAINLESS STEEL DRYING PAN BELOW. REFER TO SPECIFICATIONS. 925 PROVIDE BLOCKING FOR WALL MOUNTED LEAD APRONS. 926 8" DIA. FINISHED OPENING IN COUNTERTOP. COORDINATE SIZE AND LOCATION WITH OWNER. 929 PROVIDE BLOCKING FOR WALL MOUNTED MONITORS. 930 MULTI-OUTLET POWER STRIP (WHITE). SEE ELECTRICAL DRAWINGS. 931 PROVIDE BLOCKING FOR LEASH TIES 932 SIGNAGE BY OTHERS 934 30" DEPTH STAINLESS STEEL COUNTERTOP WITH 4" BACKSPLASH. SEE FINISH SCH. 935 24" DEPTH STAINLESS STEEL COUNTERTOP WITH 4" BACKSPLASH. SEE FINISH SCH. 936 42" DEPTH STAINLESS STEEL COUNTERTOP WITH 4" BACKSPLASH. SEE FINISH SCH. 940 ALL HARDWARE TO BE NON FERROUS. 942 3/4" PLAM SLIDING DOORS 943 ROUTED FINGER PULL FOR DOOR OPERATION MILLWORK DESIGNATIONS LEGEND MILLWORK ABBREVIATIONS EQUIPMENT SCHEDULE Equipment Number Equipment Name E01 WALL MOUNTED MONITOR E03 REFRIGERATOR, ADA UNDER COUNTER E03A REFRIGERATOR, FULL SIZE E04 VENDING MACHINE E05 COFFEE MACHINE E06 LABEL MAKER E07 PRINTER E08 COMPUTER E09A PAPER TOWEL DISPENSER, WALL MOUNTED E10A SOAP DISPENSER, WALL MOUNTED E11 EXAM TABLE, WALL MOUNTED FOLD UP TABLE, SS E11C EXAM TABLE, FIXED HEIGHT PREP E13 LOCKING NARCOTICS CABINET E15 MICROSCOPE E16 ECHO MACHINE E17 EXAM TABLE, LIFT E18 EKG/ECG/STRESS TESTING SYSTEM E19 CENTRIFUGE E20 TELEMETRY E22 SCALE, LARGE PLATFORM E23 EXAM LIGHT, CEILING MOUNTED E23A DUAL EXAM LIGHT, CEILING MOUNTED E25A FREEZER, LAB E28 CRASH CART E29 PPE CABINET E31 LIFT TRANSPORT TABLE E32 KENNEL, CAGES E32B KENNEL RUN E34 WATER COOLER E36 POSTAGE MACHINE E40 CAT CONDOS E41 SNYDER ICU CAGE E42 WET TREATMENT TABLE E42A WET TREATMENT TABLE, DEEP E42B WET TREATMENT TABLE (4' LONG) E43 GROOMING TABLE E45 X-RAY E45A X-RAY, APRON RACK E46 ULTRASOUND MACHINE E50 IDEXX ANALYZER E51 IDEXX ANALYZER E52 IDEXX PROCYTE E53 CHEMISTRY ANALYZER E54 FLUID WARMER CABINET/CART E55 AUTOCLAVE E55B AUTOCLAVE E56 ULTRASONIC CLEANER E57 GAS STERILIZERS E58 COMMERCIAL WASHER E58A WASHER E59 COMMERCIAL DRYER E59A DRYER E61 MICROWAVE E64 IDEXX VET LAB STATION E65 MOBILE WORKSTATION E66 PEDIATRIC CRIB CTRETCHER E67 MAYO STAND E70 O.R. TABLE E71 VENTILATER CART E72 ANESTHESIA MACHINE AND MONITORS E73 ELECTROSURGICAL GENERATOR E74 HEART MONITOR E75 ENDOSCOPY TOWER E76 DIGITAL CYTOLOGY E77 SEDIVUE DX E79A INSTRUMENT TABLE E85 FLUOROSCOPY E89 WATER DISTILLER E91 BLOOD ROCKER E98 WALL MOUNTED X-RAY UNIT E102 PROCESSOR E121 VACUUM, CENTRAL SYSTEM FOR PATIENT HAIR E123 CASH DRAWER E126 DISHWASHER E127A SCOPE CABINET E128 LEAD LINED DECAY CABINET E129 WASTE CABINET E131 SAFE 1/2" = 1'-0"A9.05 1 elevation - 115 ward 1/2" = 1'-0"A9.05 2 elevation - 115 ward 1/2" = 1'-0"A9.05 3 elevation - 115 ward 1/2" = 1'-0"A9.05 5 elevation - 116 laundry 1/2" = 1'-0"A9.05 7 elevation - 118 cardiology 1/2" = 1'-0"A9.05 8 elevation - 118 cardiology 1/2" = 1'-0"A9.05 9 elevation - 118 cardiology 1/2" = 1'-0"A9.05 4 elevation - 115 ward 1/2" = 1'-0"A9.05 6 elevation - 116 laundry A. REFER TO SPECIFICATIONS FOR MORE INFORMATION REGARDING EXACT CABINET CONSTRUCTION AND HARDWARE REQUIREMENTS. B. APPLY FINISH GRADE PLASTIC LAMINATE TO ALL EXPOSED AND SEMI-EXPOSED SURFACES OF MILLWORK, INCLUDING BOTH SIDES OF CABINET DOORS; REFER TO SPECIFICATIONS. C. MILLWORK CONTRACTOR SHALL PROVIDE HEAVY DUTY STEEL ANGLE BRACKET FOR ALL COUNTERS THAT ARE OPEN BELOW. MAXIMUM 32" O/C, WHETHER OR NOT SHOWN ON DRAWINGS. G.C. SHALL PROVIDE FIRE TREATED BLOCKING IN WALL BEHIND OPEN COUNTERS AS NECESSARY TO SUPPORT PLACEMENT OF BRACKETS. D. PROVIDE LOCKS AS LOCATED ON ELEVATIONS ON COMMON KEY. E. FIELD VERIFY ALL DIMENSIONS BEFORE FABRICATING MILLWORK AND RELATED COMPONENTS. F. ALL BASE CABINETS TO BE 24" DEEP UNLESS NOTED OTHERWISE. ALL COUNTERS TO BE 25" DEEP UNLESS NOTED OTHERWISE. G. COORDINATE WITH ELECTRICAL AND PLUMBING CONTRACTORS TO LOCATE THEIR WORK AS REQUIRED TO ACCOMMODATE CASEWORK SHOWN HERE. MOUNT OUTLETS UNDER OPEN COUNTERS IN WIRE CHASE AND PROVIDE GROMMENTS, OR MOUNT OUTLETS 6" ABOVE CABINET COUNTERTOPS, TYPICAL AS SHOWN. ELECTRICAL/ DATA/ TELEPHONE SHOWN HERE ARE DIAGRAMMATIC AND MEANT TO INDICATE RELATIONSHIPS OF CASEWORK AND OUTLETS - REFER TO ENGINEERING DRAWINGS FOR EXACT INFORMATION AND COORDINATE WITH ARCHITECT PRIOR TO ROUGH-IN. G.C., MILLWORK SUB-CONTRACTOR AND ELECTRICAL SUB- CONTRACTOR SHALL MEET WITH THE ARCHITECT PRIOR TO THE COMMENCEMENT OF ROUGH ELECTRICAL WORK TO VERIFY OUTLET LOCATIONS AND THE LIKE. H. PROVIDE 3" ACCESS GROMMET (AG) CUT-OUTS AND GROMMET COVERS FOR ALL OPEN COUNTERS WHERE ELECTRICAL / DATA EXISTS BELOW. COORDINATE WITH M/E/P PLANS, AND FIELD LOCATE IN CONSULTATION WITH ARCHITECT AND OWNER. I. VERIFY CEILING HEIGHTS AGAINST CEILING PLANS / ACTUAL CONDITIONS. J. PROVIDE 1" RADIUS ON ALL EXPOSED OUTSIDE COUNTER CORNERS. K. PROVIDE NON-COMBUSTIBLE WOOD BLOCKING AT TOP AND BOTTOM OF ALL WALL CABINETS AND AT TOP, BOTTOM AND CENTER OF TALL CABINETS. L. PAINT ALL MILLWORK CLEATS TO MATCH ADJACENT WALL. M. PAINT ALL EXPOSED BLOCKING TO MATCH ADJACENT WALL N. ALL COUNTERTOPS / BACKSPLASHES WILL BE CAULKED TO WALL FLUSH WITH TOP OF SPLASH. REVIEW WITH ARCHITECT. O. PROVIDE FIRE TREATING BLOCKING IN WALL BEHIND ALL WALL CABINETS. P. SEE A8 SERIES FOR FINISHES. Q. VERIFY DIMENSIONS OF ALL OFOI EQUIPMENT SITTING INSIDE / ON MILLWORK CABINETS AND DRAWERS. R. PROVIDE ACCESS PANELS ON INSIDE SURFACE AT ALL MILLWORK 'DESKS' TO PERMIT INSTALLATION AND MAINTENANCE OF ELECTRICAL AND DATA WIRING AND DEVICES. S. ALL NEW BLOCKING TO BE DOCUMENTED PER GENERAL NOTES AND PROJECT MANUAL. THE FOLLOWING IS A MASTER LIST AND NOT ALL ITEMS MAY APPEAR IN THIS SET OF DRAWINGS. SEE ELEVATIONS AND DETAILS FOR LOCATIONS AND QUANTITIES OF ITEMS. AG BC BP C CB CCT CKBD CR CRT CT D DD DFB DO DS ED EP FB FD FE FP FV GD HD KBS KS MC ME- MF ACCESS GROMMET BASE CASSETTE STORAGE BLANK PANEL CART COUNTERTOP BRACE CUBICLE CURTAIN TRACK CHALKBOARD CHART RACK COMPUTER TERMINAL COUNTERTOP - NO BACKSPLASH DOOR BASE CABINET DRAWER / DOOR BASE CABINET DRAWER / FILE BASE CABINET DRAWER / OPEN DOOR(S) SLIDING EQUAL DRAWERS EMERGENCY POWER FILM BIN FILE DRAWER W / HANGING FOLDER RACK FINSHED END OR FIXED EQUIPMENT FOOT PEDAL VALVE BY PLUMBING FIELD VERIFY GLASS DOOR CABINET DOOR WALL CABINET KEYBOARD SHELF KNEE SPACE MICROWAVE CABINET MEDICAL EQUPMENT BY OWNER MOBILE DRAWER / FILE CABINET DD2434 - DD2434 - DD2434 - FIRST TWO LETTER - CABINET TYPE FIRST TWO DIGITS - CABINET WIDTH SECOND TWO DIGITS - CABINET HEIGHT MKBD MS MTL MW O OSC OH OV PD PLLAM PS RB REF S SB SC SDC SD- SHL SP ST.STL. TD- TS TL TKBD UCR VT W WS WR MARKERBOARD MONITOR SHELF METAL BASE MICROWAVE OPEN FACE CABINET OPEN SINK CABINET OPEN W/ HORIZONTAL SLOTS OPEN W/ VERITICAL SLOTS PENCIL DRAWER PLASTIC LAMINATE PEDESTAL SUPPORT PANEL REMOVABLE RACK REFRIGERATION SINK SINK BASE STORAGE CABINET SLIDING DOOR CABINET SOAP DISPENSER SHELF SPECIAL CABINET STAINLESS STEEL TOWEL DISPENCER TACK SURFACE TASK LIGHT TACKBOARD UNDER COUNTER REFRIG VERTICAL PIGEON HOLE SLOTS WIRE PASS THROUGH COVER WIRE SHELVING WARDROBE CABINET E08 E08 E08 E08 E07 E06 2' - 6"PED PED 903 901 HD2430O3030HD3030 903 7' - 2"BL-C E08 E08 E08 E08E08E08 OPEN TO BEYND PED PED 901 903917 902 903 917 902 903 903 HD2430 O2430 5' - 2" E32 902 907 903 916 930 7' - 2"OPEN TO BEYOND BL-A DD1533.5 DD3333.5 DD2133.5 SBS3333.5 DD2133.5 E09A E10A 901905 903913 913903 901 HD2130 HD3318 HD2130 OPEN TO BEYOND BL-A E08 E08 E08 E08 E08 E08 HD3630 O2130 HD3630 PED PED PED 901 903 917902 903 913 O2130 E08 E08 E08 E08 E06 E08 E08 E08 E08E07 PED PED PED PED 901 HD2430 O2430 O2430 HD2430 7' - 2"7' - 2"2' - 6"E08 E08 E06 E08 E08 E07 E08 E08 PEDPEDPED HD3330 O3330 HD3330 O3330 HD3330 903 903 901 904917 902 © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 MILLWORK ELEVATIONS 04 MARCH 2022 A9.06MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONMILLWORK GENERAL NOTES CODED NOTES - INTERIOR ELEVATIONS 901 COUNTERTOP WITH 4" BACKSPLASH, SEE FINISH SCHEDULE 902 BASE. SEE FINISH SCHEDULE 903 MIN. 3/4" THICK PLAM FILLER PANEL TO MATCH ADJACENT MILLWORK 904 CONCEALED STEEL ANGLE AT MAX.32" O.C. SEE DETAILS ON A9 SERIES. PAINT TO MATCH WALLS. 905 STAINLESS STEEL SINK, SEE MEP DRAWINGS 906 1X4 WOOD BOARD WITH HOOKS AND PLUG MOLDING ABOVE. SPACING TO BE VERIFIED WITH OWNER. 907 MILLWORK BASE UNDER CAGES. 908 FLIP DOWN EXAM TABLE, OFCI. PROVIDE BLOCKING IN WALL. COORDINATE WITH OWNER FOR FINAL LOCATION. PROVIDE EVERBILT 7/8" CLEAR SCREW ON BUMPER ABOVE. 909 CORNER GUARD, REFER TO A8 FINISH SERIES. 910 PAINTED GYP BD SOFFIT. REFER TO A3 AND A8 SERIES FOR FURTHER INFORMATION. 912 WALL PROTECTION, REFER TO A8 FINISH SERIES 913 FINISHED END. 916 PLAM SHELF/ COUNTER ABOVE CAGES. VERIFY HEIGHT WITH OWNER. 917 WIRE CHASE. SEE SPECIFICATIONS. 919 FINISHED END PANEL. APPLY PLAM TO ALL EXPOSED SIDES. 920 COUNTERTOP WITHOUT BACKSPLASH, SEE FINISH SCHEDULE 923 STAINLESS STEEL WIRE SHELVING ON ADJUSTABLE POSTS MOUNTED TO WALL WITH STAINLESS STEEL DRYING PAN BELOW. REFER TO SPECIFICATIONS. 925 PROVIDE BLOCKING FOR WALL MOUNTED LEAD APRONS. 926 8" DIA. FINISHED OPENING IN COUNTERTOP. COORDINATE SIZE AND LOCATION WITH OWNER. 929 PROVIDE BLOCKING FOR WALL MOUNTED MONITORS. 930 MULTI-OUTLET POWER STRIP (WHITE). SEE ELECTRICAL DRAWINGS. 931 PROVIDE BLOCKING FOR LEASH TIES 932 SIGNAGE BY OTHERS 934 30" DEPTH STAINLESS STEEL COUNTERTOP WITH 4" BACKSPLASH. SEE FINISH SCH. 935 24" DEPTH STAINLESS STEEL COUNTERTOP WITH 4" BACKSPLASH. SEE FINISH SCH. 936 42" DEPTH STAINLESS STEEL COUNTERTOP WITH 4" BACKSPLASH. SEE FINISH SCH. 940 ALL HARDWARE TO BE NON FERROUS. 942 3/4" PLAM SLIDING DOORS 943 ROUTED FINGER PULL FOR DOOR OPERATION MILLWORK DESIGNATIONS LEGEND MILLWORK ABBREVIATIONS EQUIPMENT SCHEDULE Equipment Number Equipment Name E01 WALL MOUNTED MONITOR E03 REFRIGERATOR, ADA UNDER COUNTER E03A REFRIGERATOR, FULL SIZE E04 VENDING MACHINE E05 COFFEE MACHINE E06 LABEL MAKER E07 PRINTER E08 COMPUTER E09A PAPER TOWEL DISPENSER, WALL MOUNTED E10A SOAP DISPENSER, WALL MOUNTED E11 EXAM TABLE, WALL MOUNTED FOLD UP TABLE, SS E11C EXAM TABLE, FIXED HEIGHT PREP E13 LOCKING NARCOTICS CABINET E15 MICROSCOPE E16 ECHO MACHINE E17 EXAM TABLE, LIFT E18 EKG/ECG/STRESS TESTING SYSTEM E19 CENTRIFUGE E20 TELEMETRY E22 SCALE, LARGE PLATFORM E23 EXAM LIGHT, CEILING MOUNTED E23A DUAL EXAM LIGHT, CEILING MOUNTED E25A FREEZER, LAB E28 CRASH CART E29 PPE CABINET E31 LIFT TRANSPORT TABLE E32 KENNEL, CAGES E32B KENNEL RUN E34 WATER COOLER E36 POSTAGE MACHINE E40 CAT CONDOS E41 SNYDER ICU CAGE E42 WET TREATMENT TABLE E42A WET TREATMENT TABLE, DEEP E42B WET TREATMENT TABLE (4' LONG) E43 GROOMING TABLE E45 X-RAY E45A X-RAY, APRON RACK E46 ULTRASOUND MACHINE E50 IDEXX ANALYZER E51 IDEXX ANALYZER E52 IDEXX PROCYTE E53 CHEMISTRY ANALYZER E54 FLUID WARMER CABINET/CART E55 AUTOCLAVE E55B AUTOCLAVE E56 ULTRASONIC CLEANER E57 GAS STERILIZERS E58 COMMERCIAL WASHER E58A WASHER E59 COMMERCIAL DRYER E59A DRYER E61 MICROWAVE E64 IDEXX VET LAB STATION E65 MOBILE WORKSTATION E66 PEDIATRIC CRIB CTRETCHER E67 MAYO STAND E70 O.R. TABLE E71 VENTILATER CART E72 ANESTHESIA MACHINE AND MONITORS E73 ELECTROSURGICAL GENERATOR E74 HEART MONITOR E75 ENDOSCOPY TOWER E76 DIGITAL CYTOLOGY E77 SEDIVUE DX E79A INSTRUMENT TABLE E85 FLUOROSCOPY E89 WATER DISTILLER E91 BLOOD ROCKER E98 WALL MOUNTED X-RAY UNIT E102 PROCESSOR E121 VACUUM, CENTRAL SYSTEM FOR PATIENT HAIR E123 CASH DRAWER E126 DISHWASHER E127A SCOPE CABINET E128 LEAD LINED DECAY CABINET E129 WASTE CABINET E131 SAFE 1/2" = 1'-0"A9.06 1 elevation -118A work rm 1/2" = 1'-0"A9.06 2 elevation -118A work rm 1/2" = 1'-0"A9.06 3 elevation - 141 surgery receiving 1/2" = 1'-0"A9.06 4 elevation - 141 surgery receiving 1/2" = 1'-0"A9.06 5 elevation - 141A surg wk rm 1/2" = 1'-0"A9.06 6 elevation - 141A surg wk rm 1/2" = 1'-0"A9.06 7 elevation - 142 doctors office A. REFER TO SPECIFICATIONS FOR MORE INFORMATION REGARDING EXACT CABINET CONSTRUCTION AND HARDWARE REQUIREMENTS. B. APPLY FINISH GRADE PLASTIC LAMINATE TO ALL EXPOSED AND SEMI-EXPOSED SURFACES OF MILLWORK, INCLUDING BOTH SIDES OF CABINET DOORS; REFER TO SPECIFICATIONS. C. MILLWORK CONTRACTOR SHALL PROVIDE HEAVY DUTY STEEL ANGLE BRACKET FOR ALL COUNTERS THAT ARE OPEN BELOW. MAXIMUM 32" O/C, WHETHER OR NOT SHOWN ON DRAWINGS. G.C. SHALL PROVIDE FIRE TREATED BLOCKING IN WALL BEHIND OPEN COUNTERS AS NECESSARY TO SUPPORT PLACEMENT OF BRACKETS. D. PROVIDE LOCKS AS LOCATED ON ELEVATIONS ON COMMON KEY. E. FIELD VERIFY ALL DIMENSIONS BEFORE FABRICATING MILLWORK AND RELATED COMPONENTS. F. ALL BASE CABINETS TO BE 24" DEEP UNLESS NOTED OTHERWISE. ALL COUNTERS TO BE 25" DEEP UNLESS NOTED OTHERWISE. G. COORDINATE WITH ELECTRICAL AND PLUMBING CONTRACTORS TO LOCATE THEIR WORK AS REQUIRED TO ACCOMMODATE CASEWORK SHOWN HERE. MOUNT OUTLETS UNDER OPEN COUNTERS IN WIRE CHASE AND PROVIDE GROMMENTS, OR MOUNT OUTLETS 6" ABOVE CABINET COUNTERTOPS, TYPICAL AS SHOWN. ELECTRICAL/ DATA/ TELEPHONE SHOWN HERE ARE DIAGRAMMATIC AND MEANT TO INDICATE RELATIONSHIPS OF CASEWORK AND OUTLETS - REFER TO ENGINEERING DRAWINGS FOR EXACT INFORMATION AND COORDINATE WITH ARCHITECT PRIOR TO ROUGH-IN. G.C., MILLWORK SUB-CONTRACTOR AND ELECTRICAL SUB- CONTRACTOR SHALL MEET WITH THE ARCHITECT PRIOR TO THE COMMENCEMENT OF ROUGH ELECTRICAL WORK TO VERIFY OUTLET LOCATIONS AND THE LIKE. H. PROVIDE 3" ACCESS GROMMET (AG) CUT-OUTS AND GROMMET COVERS FOR ALL OPEN COUNTERS WHERE ELECTRICAL / DATA EXISTS BELOW. COORDINATE WITH M/E/P PLANS, AND FIELD LOCATE IN CONSULTATION WITH ARCHITECT AND OWNER. I. VERIFY CEILING HEIGHTS AGAINST CEILING PLANS / ACTUAL CONDITIONS. J. PROVIDE 1" RADIUS ON ALL EXPOSED OUTSIDE COUNTER CORNERS. K. PROVIDE NON-COMBUSTIBLE WOOD BLOCKING AT TOP AND BOTTOM OF ALL WALL CABINETS AND AT TOP, BOTTOM AND CENTER OF TALL CABINETS. L. PAINT ALL MILLWORK CLEATS TO MATCH ADJACENT WALL. M. PAINT ALL EXPOSED BLOCKING TO MATCH ADJACENT WALL N. ALL COUNTERTOPS / BACKSPLASHES WILL BE CAULKED TO WALL FLUSH WITH TOP OF SPLASH. REVIEW WITH ARCHITECT. O. PROVIDE FIRE TREATING BLOCKING IN WALL BEHIND ALL WALL CABINETS. P. SEE A8 SERIES FOR FINISHES. Q. VERIFY DIMENSIONS OF ALL OFOI EQUIPMENT SITTING INSIDE / ON MILLWORK CABINETS AND DRAWERS. R. PROVIDE ACCESS PANELS ON INSIDE SURFACE AT ALL MILLWORK 'DESKS' TO PERMIT INSTALLATION AND MAINTENANCE OF ELECTRICAL AND DATA WIRING AND DEVICES. S. ALL NEW BLOCKING TO BE DOCUMENTED PER GENERAL NOTES AND PROJECT MANUAL. THE FOLLOWING IS A MASTER LIST AND NOT ALL ITEMS MAY APPEAR IN THIS SET OF DRAWINGS. SEE ELEVATIONS AND DETAILS FOR LOCATIONS AND QUANTITIES OF ITEMS. AG BC BP C CB CCT CKBD CR CRT CT D DD DFB DO DS ED EP FB FD FE FP FV GD HD KBS KS MC ME- MF ACCESS GROMMET BASE CASSETTE STORAGE BLANK PANEL CART COUNTERTOP BRACE CUBICLE CURTAIN TRACK CHALKBOARD CHART RACK COMPUTER TERMINAL COUNTERTOP - NO BACKSPLASH DOOR BASE CABINET DRAWER / DOOR BASE CABINET DRAWER / FILE BASE CABINET DRAWER / OPEN DOOR(S) SLIDING EQUAL DRAWERS EMERGENCY POWER FILM BIN FILE DRAWER W / HANGING FOLDER RACK FINSHED END OR FIXED EQUIPMENT FOOT PEDAL VALVE BY PLUMBING FIELD VERIFY GLASS DOOR CABINET DOOR WALL CABINET KEYBOARD SHELF KNEE SPACE MICROWAVE CABINET MEDICAL EQUPMENT BY OWNER MOBILE DRAWER / FILE CABINET DD2434 - DD2434 - DD2434 - FIRST TWO LETTER - CABINET TYPE FIRST TWO DIGITS - CABINET WIDTH SECOND TWO DIGITS - CABINET HEIGHT MKBD MS MTL MW O OSC OH OV PD PLLAM PS RB REF S SB SC SDC SD- SHL SP ST.STL. TD- TS TL TKBD UCR VT W WS WR MARKERBOARD MONITOR SHELF METAL BASE MICROWAVE OPEN FACE CABINET OPEN SINK CABINET OPEN W/ HORIZONTAL SLOTS OPEN W/ VERITICAL SLOTS PENCIL DRAWER PLASTIC LAMINATE PEDESTAL SUPPORT PANEL REMOVABLE RACK REFRIGERATION SINK SINK BASE STORAGE CABINET SLIDING DOOR CABINET SOAP DISPENSER SHELF SPECIAL CABINET STAINLESS STEEL TOWEL DISPENCER TACK SURFACE TASK LIGHT TACKBOARD UNDER COUNTER REFRIG VERTICAL PIGEON HOLE SLOTS WIRE PASS THROUGH COVER WIRE SHELVING WARDROBE CABINET6' - 7"5' - 2" E32 TC4286 916 930 904 907 913903 902 OPEN TO BEYOND DD1833.5 SBS3333.5 HD3330 HD3330 HD3318 E08 E08 E09A E10A 913 905 913 913 901 904 917 902 901 2' - 6"903 903 HD2430HD2430 4' - 0" HD3330 HD3330 HD3330 HD2730 HD3330 HD3330 PED PED PED PED PED PED E08 E08E08E08E08E08E07 E06 E08E08E08E08E08E08E08E08 901 903 903 901901 913 903 904917 902 904 917 902 904 917 9027' - 2"O2430 HD2430 903 7' - 2"HD3318 HD3330 HD3630 SBS3333.5 4D3033.5 DD3033.5 E09A E10A E127A 903 913 913 913 901 903 902 905 2' - 8 65/128" HD3630 4D2733.5 E32 E32 E32 E32 4' - 2" E15 916 930 904 902 907 903 913 913 903 901 BL-D PED E08 901 905 917 9022' - 6"E07 2' - 0" 30" D OPEN TO BEYOND E09A SBS3333.5 DD3633.5 913 913 905 7' - 2"HD3318 HD2430 HD2430 913 913 903 2' - 2 1/2" 2' - 0" © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 MILLWORK ELEVATIONS 04 MARCH 2022 A9.07MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONMILLWORK GENERAL NOTES CODED NOTES - INTERIOR ELEVATIONS 901 COUNTERTOP WITH 4" BACKSPLASH, SEE FINISH SCHEDULE 902 BASE. SEE FINISH SCHEDULE 903 MIN. 3/4" THICK PLAM FILLER PANEL TO MATCH ADJACENT MILLWORK 904 CONCEALED STEEL ANGLE AT MAX.32" O.C. SEE DETAILS ON A9 SERIES. PAINT TO MATCH WALLS. 905 STAINLESS STEEL SINK, SEE MEP DRAWINGS 906 1X4 WOOD BOARD WITH HOOKS AND PLUG MOLDING ABOVE. SPACING TO BE VERIFIED WITH OWNER. 907 MILLWORK BASE UNDER CAGES. 908 FLIP DOWN EXAM TABLE, OFCI. PROVIDE BLOCKING IN WALL. COORDINATE WITH OWNER FOR FINAL LOCATION. PROVIDE EVERBILT 7/8" CLEAR SCREW ON BUMPER ABOVE. 909 CORNER GUARD, REFER TO A8 FINISH SERIES. 910 PAINTED GYP BD SOFFIT. REFER TO A3 AND A8 SERIES FOR FURTHER INFORMATION. 912 WALL PROTECTION, REFER TO A8 FINISH SERIES 913 FINISHED END. 916 PLAM SHELF/ COUNTER ABOVE CAGES. VERIFY HEIGHT WITH OWNER. 917 WIRE CHASE. SEE SPECIFICATIONS. 919 FINISHED END PANEL. APPLY PLAM TO ALL EXPOSED SIDES. 920 COUNTERTOP WITHOUT BACKSPLASH, SEE FINISH SCHEDULE 923 STAINLESS STEEL WIRE SHELVING ON ADJUSTABLE POSTS MOUNTED TO WALL WITH STAINLESS STEEL DRYING PAN BELOW. REFER TO SPECIFICATIONS. 925 PROVIDE BLOCKING FOR WALL MOUNTED LEAD APRONS. 926 8" DIA. FINISHED OPENING IN COUNTERTOP. COORDINATE SIZE AND LOCATION WITH OWNER. 929 PROVIDE BLOCKING FOR WALL MOUNTED MONITORS. 930 MULTI-OUTLET POWER STRIP (WHITE). SEE ELECTRICAL DRAWINGS. 931 PROVIDE BLOCKING FOR LEASH TIES 932 SIGNAGE BY OTHERS 934 30" DEPTH STAINLESS STEEL COUNTERTOP WITH 4" BACKSPLASH. SEE FINISH SCH. 935 24" DEPTH STAINLESS STEEL COUNTERTOP WITH 4" BACKSPLASH. SEE FINISH SCH. 936 42" DEPTH STAINLESS STEEL COUNTERTOP WITH 4" BACKSPLASH. SEE FINISH SCH. 940 ALL HARDWARE TO BE NON FERROUS. 942 3/4" PLAM SLIDING DOORS 943 ROUTED FINGER PULL FOR DOOR OPERATION MILLWORK DESIGNATIONS LEGEND MILLWORK ABBREVIATIONS EQUIPMENT SCHEDULE Equipment Number Equipment Name E01 WALL MOUNTED MONITOR E03 REFRIGERATOR, ADA UNDER COUNTER E03A REFRIGERATOR, FULL SIZE E04 VENDING MACHINE E05 COFFEE MACHINE E06 LABEL MAKER E07 PRINTER E08 COMPUTER E09A PAPER TOWEL DISPENSER, WALL MOUNTED E10A SOAP DISPENSER, WALL MOUNTED E11 EXAM TABLE, WALL MOUNTED FOLD UP TABLE, SS E11C EXAM TABLE, FIXED HEIGHT PREP E13 LOCKING NARCOTICS CABINET E15 MICROSCOPE E16 ECHO MACHINE E17 EXAM TABLE, LIFT E18 EKG/ECG/STRESS TESTING SYSTEM E19 CENTRIFUGE E20 TELEMETRY E22 SCALE, LARGE PLATFORM E23 EXAM LIGHT, CEILING MOUNTED E23A DUAL EXAM LIGHT, CEILING MOUNTED E25A FREEZER, LAB E28 CRASH CART E29 PPE CABINET E31 LIFT TRANSPORT TABLE E32 KENNEL, CAGES E32B KENNEL RUN E34 WATER COOLER E36 POSTAGE MACHINE E40 CAT CONDOS E41 SNYDER ICU CAGE E42 WET TREATMENT TABLE E42A WET TREATMENT TABLE, DEEP E42B WET TREATMENT TABLE (4' LONG) E43 GROOMING TABLE E45 X-RAY E45A X-RAY, APRON RACK E46 ULTRASOUND MACHINE E50 IDEXX ANALYZER E51 IDEXX ANALYZER E52 IDEXX PROCYTE E53 CHEMISTRY ANALYZER E54 FLUID WARMER CABINET/CART E55 AUTOCLAVE E55B AUTOCLAVE E56 ULTRASONIC CLEANER E57 GAS STERILIZERS E58 COMMERCIAL WASHER E58A WASHER E59 COMMERCIAL DRYER E59A DRYER E61 MICROWAVE E64 IDEXX VET LAB STATION E65 MOBILE WORKSTATION E66 PEDIATRIC CRIB CTRETCHER E67 MAYO STAND E70 O.R. TABLE E71 VENTILATER CART E72 ANESTHESIA MACHINE AND MONITORS E73 ELECTROSURGICAL GENERATOR E74 HEART MONITOR E75 ENDOSCOPY TOWER E76 DIGITAL CYTOLOGY E77 SEDIVUE DX E79A INSTRUMENT TABLE E85 FLUOROSCOPY E89 WATER DISTILLER E91 BLOOD ROCKER E98 WALL MOUNTED X-RAY UNIT E102 PROCESSOR E121 VACUUM, CENTRAL SYSTEM FOR PATIENT HAIR E123 CASH DRAWER E126 DISHWASHER E127A SCOPE CABINET E128 LEAD LINED DECAY CABINET E129 WASTE CABINET E131 SAFE 1/2" = 1'-0"A9.07 1 elevation - 143 internal medicine 1/2" = 1'-0"A9.07 2 elevation - 143 internal medicine 1/2" = 1'-0"A9.07 3 elevation - 143 internal medicine 1/2" = 1'-0"A9.07 4 elevation - 143 endoscopy 1/2" = 1'-0"A9.07 5 evelavation - 143 endoscopy 1/2" = 1'-0"A9.07 6 elevation - 152 rad tech work area 1/2" = 1'-0"A9.07 7 elevation - 152 rad tech work area A. REFER TO SPECIFICATIONS FOR MORE INFORMATION REGARDING EXACT CABINET CONSTRUCTION AND HARDWARE REQUIREMENTS. B. APPLY FINISH GRADE PLASTIC LAMINATE TO ALL EXPOSED AND SEMI-EXPOSED SURFACES OF MILLWORK, INCLUDING BOTH SIDES OF CABINET DOORS; REFER TO SPECIFICATIONS. C. MILLWORK CONTRACTOR SHALL PROVIDE HEAVY DUTY STEEL ANGLE BRACKET FOR ALL COUNTERS THAT ARE OPEN BELOW. MAXIMUM 32" O/C, WHETHER OR NOT SHOWN ON DRAWINGS. G.C. SHALL PROVIDE FIRE TREATED BLOCKING IN WALL BEHIND OPEN COUNTERS AS NECESSARY TO SUPPORT PLACEMENT OF BRACKETS. D. PROVIDE LOCKS AS LOCATED ON ELEVATIONS ON COMMON KEY. E. FIELD VERIFY ALL DIMENSIONS BEFORE FABRICATING MILLWORK AND RELATED COMPONENTS. F. ALL BASE CABINETS TO BE 24" DEEP UNLESS NOTED OTHERWISE. ALL COUNTERS TO BE 25" DEEP UNLESS NOTED OTHERWISE. G. COORDINATE WITH ELECTRICAL AND PLUMBING CONTRACTORS TO LOCATE THEIR WORK AS REQUIRED TO ACCOMMODATE CASEWORK SHOWN HERE. MOUNT OUTLETS UNDER OPEN COUNTERS IN WIRE CHASE AND PROVIDE GROMMENTS, OR MOUNT OUTLETS 6" ABOVE CABINET COUNTERTOPS, TYPICAL AS SHOWN. ELECTRICAL/ DATA/ TELEPHONE SHOWN HERE ARE DIAGRAMMATIC AND MEANT TO INDICATE RELATIONSHIPS OF CASEWORK AND OUTLETS - REFER TO ENGINEERING DRAWINGS FOR EXACT INFORMATION AND COORDINATE WITH ARCHITECT PRIOR TO ROUGH-IN. G.C., MILLWORK SUB-CONTRACTOR AND ELECTRICAL SUB- CONTRACTOR SHALL MEET WITH THE ARCHITECT PRIOR TO THE COMMENCEMENT OF ROUGH ELECTRICAL WORK TO VERIFY OUTLET LOCATIONS AND THE LIKE. H. PROVIDE 3" ACCESS GROMMET (AG) CUT-OUTS AND GROMMET COVERS FOR ALL OPEN COUNTERS WHERE ELECTRICAL / DATA EXISTS BELOW. COORDINATE WITH M/E/P PLANS, AND FIELD LOCATE IN CONSULTATION WITH ARCHITECT AND OWNER. I. VERIFY CEILING HEIGHTS AGAINST CEILING PLANS / ACTUAL CONDITIONS. J. PROVIDE 1" RADIUS ON ALL EXPOSED OUTSIDE COUNTER CORNERS. K. PROVIDE NON-COMBUSTIBLE WOOD BLOCKING AT TOP AND BOTTOM OF ALL WALL CABINETS AND AT TOP, BOTTOM AND CENTER OF TALL CABINETS. L. PAINT ALL MILLWORK CLEATS TO MATCH ADJACENT WALL. M. PAINT ALL EXPOSED BLOCKING TO MATCH ADJACENT WALL N. ALL COUNTERTOPS / BACKSPLASHES WILL BE CAULKED TO WALL FLUSH WITH TOP OF SPLASH. REVIEW WITH ARCHITECT. O. PROVIDE FIRE TREATING BLOCKING IN WALL BEHIND ALL WALL CABINETS. P. SEE A8 SERIES FOR FINISHES. Q. VERIFY DIMENSIONS OF ALL OFOI EQUIPMENT SITTING INSIDE / ON MILLWORK CABINETS AND DRAWERS. R. PROVIDE ACCESS PANELS ON INSIDE SURFACE AT ALL MILLWORK 'DESKS' TO PERMIT INSTALLATION AND MAINTENANCE OF ELECTRICAL AND DATA WIRING AND DEVICES. S. ALL NEW BLOCKING TO BE DOCUMENTED PER GENERAL NOTES AND PROJECT MANUAL. THE FOLLOWING IS A MASTER LIST AND NOT ALL ITEMS MAY APPEAR IN THIS SET OF DRAWINGS. SEE ELEVATIONS AND DETAILS FOR LOCATIONS AND QUANTITIES OF ITEMS. AG BC BP C CB CCT CKBD CR CRT CT D DD DFB DO DS ED EP FB FD FE FP FV GD HD KBS KS MC ME- MF ACCESS GROMMET BASE CASSETTE STORAGE BLANK PANEL CART COUNTERTOP BRACE CUBICLE CURTAIN TRACK CHALKBOARD CHART RACK COMPUTER TERMINAL COUNTERTOP - NO BACKSPLASH DOOR BASE CABINET DRAWER / DOOR BASE CABINET DRAWER / FILE BASE CABINET DRAWER / OPEN DOOR(S) SLIDING EQUAL DRAWERS EMERGENCY POWER FILM BIN FILE DRAWER W / HANGING FOLDER RACK FINSHED END OR FIXED EQUIPMENT FOOT PEDAL VALVE BY PLUMBING FIELD VERIFY GLASS DOOR CABINET DOOR WALL CABINET KEYBOARD SHELF KNEE SPACE MICROWAVE CABINET MEDICAL EQUPMENT BY OWNER MOBILE DRAWER / FILE CABINET DD2434 - DD2434 - DD2434 - FIRST TWO LETTER - CABINET TYPE FIRST TWO DIGITS - CABINET WIDTH SECOND TWO DIGITS - CABINET HEIGHT MKBD MS MTL MW O OSC OH OV PD PLLAM PS RB REF S SB SC SDC SD- SHL SP ST.STL. TD- TS TL TKBD UCR VT W WS WR MARKERBOARD MONITOR SHELF METAL BASE MICROWAVE OPEN FACE CABINET OPEN SINK CABINET OPEN W/ HORIZONTAL SLOTS OPEN W/ VERITICAL SLOTS PENCIL DRAWER PLASTIC LAMINATE PEDESTAL SUPPORT PANEL REMOVABLE RACK REFRIGERATION SINK SINK BASE STORAGE CABINET SLIDING DOOR CABINET SOAP DISPENSER SHELF SPECIAL CABINET STAINLESS STEEL TOWEL DISPENCER TACK SURFACE TASK LIGHT TACKBOARD UNDER COUNTER REFRIG VERTICAL PIGEON HOLE SLOTS WIRE PASS THROUGH COVER WIRE SHELVING WARDROBE CABINET E08 E08 E08 E08 E08 E08 E08 E08 E08 PED PED PED 904 902 917 HD3630 O2730 HD3630 O2730 HD3630 O2730 HD3630 O2430 7' - 2"903 901 24" DEEP COUNTER 2' - 6" 2' - 1" E077' - 2"2' - 9 1/2"HD3330 HD3330 HD1830HD2130 E06 E07 E08 E08 DD2433.5 903 903 901 903 DD2433.52' - 6"E08 E08 E08E08 E08 E08901 904 917 9022' - 6"E07 E08 E08 E08901 917 904 902 E09A E10A SBS3333.5 HD3318 910 902 902 903 903903 905 903 913 7' - 2"902 HD3330 HD3330 HD3330 E11 902 901 3' - 10"2' - 10"908 2' - 9 1/2"7' - 2"E65 901 913903 903 902 HD2430 © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 MILLWORK ELEVATIONS 04 MARCH 2022 A9.08MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONMILLWORK GENERAL NOTES CODED NOTES - INTERIOR ELEVATIONS 901 COUNTERTOP WITH 4" BACKSPLASH, SEE FINISH SCHEDULE 902 BASE. SEE FINISH SCHEDULE 903 MIN. 3/4" THICK PLAM FILLER PANEL TO MATCH ADJACENT MILLWORK 904 CONCEALED STEEL ANGLE AT MAX.32" O.C. SEE DETAILS ON A9 SERIES. PAINT TO MATCH WALLS. 905 STAINLESS STEEL SINK, SEE MEP DRAWINGS 906 1X4 WOOD BOARD WITH HOOKS AND PLUG MOLDING ABOVE. SPACING TO BE VERIFIED WITH OWNER. 907 MILLWORK BASE UNDER CAGES. 908 FLIP DOWN EXAM TABLE, OFCI. PROVIDE BLOCKING IN WALL. COORDINATE WITH OWNER FOR FINAL LOCATION. PROVIDE EVERBILT 7/8" CLEAR SCREW ON BUMPER ABOVE. 909 CORNER GUARD, REFER TO A8 FINISH SERIES. 910 PAINTED GYP BD SOFFIT. REFER TO A3 AND A8 SERIES FOR FURTHER INFORMATION. 912 WALL PROTECTION, REFER TO A8 FINISH SERIES 913 FINISHED END. 916 PLAM SHELF/ COUNTER ABOVE CAGES. VERIFY HEIGHT WITH OWNER. 917 WIRE CHASE. SEE SPECIFICATIONS. 919 FINISHED END PANEL. APPLY PLAM TO ALL EXPOSED SIDES. 920 COUNTERTOP WITHOUT BACKSPLASH, SEE FINISH SCHEDULE 923 STAINLESS STEEL WIRE SHELVING ON ADJUSTABLE POSTS MOUNTED TO WALL WITH STAINLESS STEEL DRYING PAN BELOW. REFER TO SPECIFICATIONS. 925 PROVIDE BLOCKING FOR WALL MOUNTED LEAD APRONS. 926 8" DIA. FINISHED OPENING IN COUNTERTOP. COORDINATE SIZE AND LOCATION WITH OWNER. 929 PROVIDE BLOCKING FOR WALL MOUNTED MONITORS. 930 MULTI-OUTLET POWER STRIP (WHITE). SEE ELECTRICAL DRAWINGS. 931 PROVIDE BLOCKING FOR LEASH TIES 932 SIGNAGE BY OTHERS 934 30" DEPTH STAINLESS STEEL COUNTERTOP WITH 4" BACKSPLASH. SEE FINISH SCH. 935 24" DEPTH STAINLESS STEEL COUNTERTOP WITH 4" BACKSPLASH. SEE FINISH SCH. 936 42" DEPTH STAINLESS STEEL COUNTERTOP WITH 4" BACKSPLASH. SEE FINISH SCH. 940 ALL HARDWARE TO BE NON FERROUS. 942 3/4" PLAM SLIDING DOORS 943 ROUTED FINGER PULL FOR DOOR OPERATION MILLWORK DESIGNATIONS LEGEND MILLWORK ABBREVIATIONS EQUIPMENT SCHEDULE Equipment Number Equipment Name E01 WALL MOUNTED MONITOR E03 REFRIGERATOR, ADA UNDER COUNTER E03A REFRIGERATOR, FULL SIZE E04 VENDING MACHINE E05 COFFEE MACHINE E06 LABEL MAKER E07 PRINTER E08 COMPUTER E09A PAPER TOWEL DISPENSER, WALL MOUNTED E10A SOAP DISPENSER, WALL MOUNTED E11 EXAM TABLE, WALL MOUNTED FOLD UP TABLE, SS E11C EXAM TABLE, FIXED HEIGHT PREP E13 LOCKING NARCOTICS CABINET E15 MICROSCOPE E16 ECHO MACHINE E17 EXAM TABLE, LIFT E18 EKG/ECG/STRESS TESTING SYSTEM E19 CENTRIFUGE E20 TELEMETRY E22 SCALE, LARGE PLATFORM E23 EXAM LIGHT, CEILING MOUNTED E23A DUAL EXAM LIGHT, CEILING MOUNTED E25A FREEZER, LAB E28 CRASH CART E29 PPE CABINET E31 LIFT TRANSPORT TABLE E32 KENNEL, CAGES E32B KENNEL RUN E34 WATER COOLER E36 POSTAGE MACHINE E40 CAT CONDOS E41 SNYDER ICU CAGE E42 WET TREATMENT TABLE E42A WET TREATMENT TABLE, DEEP E42B WET TREATMENT TABLE (4' LONG) E43 GROOMING TABLE E45 X-RAY E45A X-RAY, APRON RACK E46 ULTRASOUND MACHINE E50 IDEXX ANALYZER E51 IDEXX ANALYZER E52 IDEXX PROCYTE E53 CHEMISTRY ANALYZER E54 FLUID WARMER CABINET/CART E55 AUTOCLAVE E55B AUTOCLAVE E56 ULTRASONIC CLEANER E57 GAS STERILIZERS E58 COMMERCIAL WASHER E58A WASHER E59 COMMERCIAL DRYER E59A DRYER E61 MICROWAVE E64 IDEXX VET LAB STATION E65 MOBILE WORKSTATION E66 PEDIATRIC CRIB CTRETCHER E67 MAYO STAND E70 O.R. TABLE E71 VENTILATER CART E72 ANESTHESIA MACHINE AND MONITORS E73 ELECTROSURGICAL GENERATOR E74 HEART MONITOR E75 ENDOSCOPY TOWER E76 DIGITAL CYTOLOGY E77 SEDIVUE DX E79A INSTRUMENT TABLE E85 FLUOROSCOPY E89 WATER DISTILLER E91 BLOOD ROCKER E98 WALL MOUNTED X-RAY UNIT E102 PROCESSOR E121 VACUUM, CENTRAL SYSTEM FOR PATIENT HAIR E123 CASH DRAWER E126 DISHWASHER E127A SCOPE CABINET E128 LEAD LINED DECAY CABINET E129 WASTE CABINET E131 SAFE 1/2" = 1'-0"A9.08 1 elevation - 152 rad tech work area 1/2" = 1'-0"A9.08 2 elevation - 145 ultrasound 1/2" = 1'-0"A9.08 3 elevation - 148 reading room 1/2" = 1'-0"A9.08 4 elevation - 148 reading room 1/2" = 1'-0"A9.08 7 elevation - X110 corridor (typ) 1/2" = 1'-0"A9.08 8 elevation - X150 corridor 1/2" = 1'-0"A9.08 5 elevation - exam, typ 1/2" = 1'-0"A9.08 6 elevation - exam, typ A. REFER TO SPECIFICATIONS FOR MORE INFORMATION REGARDING EXACT CABINET CONSTRUCTION AND HARDWARE REQUIREMENTS. B. APPLY FINISH GRADE PLASTIC LAMINATE TO ALL EXPOSED AND SEMI-EXPOSED SURFACES OF MILLWORK, INCLUDING BOTH SIDES OF CABINET DOORS; REFER TO SPECIFICATIONS. C. MILLWORK CONTRACTOR SHALL PROVIDE HEAVY DUTY STEEL ANGLE BRACKET FOR ALL COUNTERS THAT ARE OPEN BELOW. MAXIMUM 32" O/C, WHETHER OR NOT SHOWN ON DRAWINGS. G.C. SHALL PROVIDE FIRE TREATED BLOCKING IN WALL BEHIND OPEN COUNTERS AS NECESSARY TO SUPPORT PLACEMENT OF BRACKETS. D. PROVIDE LOCKS AS LOCATED ON ELEVATIONS ON COMMON KEY. E. FIELD VERIFY ALL DIMENSIONS BEFORE FABRICATING MILLWORK AND RELATED COMPONENTS. F. ALL BASE CABINETS TO BE 24" DEEP UNLESS NOTED OTHERWISE. ALL COUNTERS TO BE 25" DEEP UNLESS NOTED OTHERWISE. G. COORDINATE WITH ELECTRICAL AND PLUMBING CONTRACTORS TO LOCATE THEIR WORK AS REQUIRED TO ACCOMMODATE CASEWORK SHOWN HERE. MOUNT OUTLETS UNDER OPEN COUNTERS IN WIRE CHASE AND PROVIDE GROMMENTS, OR MOUNT OUTLETS 6" ABOVE CABINET COUNTERTOPS, TYPICAL AS SHOWN. ELECTRICAL/ DATA/ TELEPHONE SHOWN HERE ARE DIAGRAMMATIC AND MEANT TO INDICATE RELATIONSHIPS OF CASEWORK AND OUTLETS - REFER TO ENGINEERING DRAWINGS FOR EXACT INFORMATION AND COORDINATE WITH ARCHITECT PRIOR TO ROUGH-IN. G.C., MILLWORK SUB-CONTRACTOR AND ELECTRICAL SUB- CONTRACTOR SHALL MEET WITH THE ARCHITECT PRIOR TO THE COMMENCEMENT OF ROUGH ELECTRICAL WORK TO VERIFY OUTLET LOCATIONS AND THE LIKE. H. PROVIDE 3" ACCESS GROMMET (AG) CUT-OUTS AND GROMMET COVERS FOR ALL OPEN COUNTERS WHERE ELECTRICAL / DATA EXISTS BELOW. COORDINATE WITH M/E/P PLANS, AND FIELD LOCATE IN CONSULTATION WITH ARCHITECT AND OWNER. I. VERIFY CEILING HEIGHTS AGAINST CEILING PLANS / ACTUAL CONDITIONS. J. PROVIDE 1" RADIUS ON ALL EXPOSED OUTSIDE COUNTER CORNERS. K. PROVIDE NON-COMBUSTIBLE WOOD BLOCKING AT TOP AND BOTTOM OF ALL WALL CABINETS AND AT TOP, BOTTOM AND CENTER OF TALL CABINETS. L. PAINT ALL MILLWORK CLEATS TO MATCH ADJACENT WALL. M. PAINT ALL EXPOSED BLOCKING TO MATCH ADJACENT WALL N. ALL COUNTERTOPS / BACKSPLASHES WILL BE CAULKED TO WALL FLUSH WITH TOP OF SPLASH. REVIEW WITH ARCHITECT. O. PROVIDE FIRE TREATING BLOCKING IN WALL BEHIND ALL WALL CABINETS. P. SEE A8 SERIES FOR FINISHES. Q. VERIFY DIMENSIONS OF ALL OFOI EQUIPMENT SITTING INSIDE / ON MILLWORK CABINETS AND DRAWERS. R. PROVIDE ACCESS PANELS ON INSIDE SURFACE AT ALL MILLWORK 'DESKS' TO PERMIT INSTALLATION AND MAINTENANCE OF ELECTRICAL AND DATA WIRING AND DEVICES. S. ALL NEW BLOCKING TO BE DOCUMENTED PER GENERAL NOTES AND PROJECT MANUAL. THE FOLLOWING IS A MASTER LIST AND NOT ALL ITEMS MAY APPEAR IN THIS SET OF DRAWINGS. SEE ELEVATIONS AND DETAILS FOR LOCATIONS AND QUANTITIES OF ITEMS. AG BC BP C CB CCT CKBD CR CRT CT D DD DFB DO DS ED EP FB FD FE FP FV GD HD KBS KS MC ME- MF ACCESS GROMMET BASE CASSETTE STORAGE BLANK PANEL CART COUNTERTOP BRACE CUBICLE CURTAIN TRACK CHALKBOARD CHART RACK COMPUTER TERMINAL COUNTERTOP - NO BACKSPLASH DOOR BASE CABINET DRAWER / DOOR BASE CABINET DRAWER / FILE BASE CABINET DRAWER / OPEN DOOR(S) SLIDING EQUAL DRAWERS EMERGENCY POWER FILM BIN FILE DRAWER W / HANGING FOLDER RACK FINSHED END OR FIXED EQUIPMENT FOOT PEDAL VALVE BY PLUMBING FIELD VERIFY GLASS DOOR CABINET DOOR WALL CABINET KEYBOARD SHELF KNEE SPACE MICROWAVE CABINET MEDICAL EQUPMENT BY OWNER MOBILE DRAWER / FILE CABINET DD2434 - DD2434 - DD2434 - FIRST TWO LETTER - CABINET TYPE FIRST TWO DIGITS - CABINET WIDTH SECOND TWO DIGITS - CABINET HEIGHT MKBD MS MTL MW O OSC OH OV PD PLLAM PS RB REF S SB SC SDC SD- SHL SP ST.STL. TD- TS TL TKBD UCR VT W WS WR MARKERBOARD MONITOR SHELF METAL BASE MICROWAVE OPEN FACE CABINET OPEN SINK CABINET OPEN W/ HORIZONTAL SLOTS OPEN W/ VERITICAL SLOTS PENCIL DRAWER PLASTIC LAMINATE PEDESTAL SUPPORT PANEL REMOVABLE RACK REFRIGERATION SINK SINK BASE STORAGE CABINET SLIDING DOOR CABINET SOAP DISPENSER SHELF SPECIAL CABINET STAINLESS STEEL TOWEL DISPENCER TACK SURFACE TASK LIGHT TACKBOARD UNDER COUNTER REFRIG VERTICAL PIGEON HOLE SLOTS WIRE PASS THROUGH COVER WIRE SHELVING WARDROBE CABINET E59A E58A E89 18" DEEP 912912 2 A9.23 MW2136DO3336 SBS3636 E56 905 913 902 S WIRE SHELVES 923 S 6D3036 4D3036 902 919 913 934 903 TRASH WIRE SHELVES 923 901 E57 E55 OPEN TO BEYOND E55BE57 CARTS STORAGE CARTS STORAGE O3330 DD3333.5 18" DEEP E45A 925 901 913 903913 902 903 7' - 2"HD2130 901 2' - 6"BL-B E08 E08 E08 E08 E08 E08 913 903 903 O3030 HD3330 O3030 917 904 902 E08 E08 E08 E08 903 O2130HD2130 O2130 913 2' - 6"E07 E06 E08 E08 BL-C E08 E08E08E08E08E08 BL-C OPEN TO BEYOND 901 904 917 902 901 E01 CRAFTSMAN CART D3333.5 D3333.5 901 12" DEEP 12" DEEP 902 913 912 942942 943 902 3 A9.22 4 A9.22 902 910910 4' - 4"2' - 10"901 943 913 912912 3 A9.22 4 A9.22 © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 MILLWORK ELEVATIONS 04 MARCH 2022 A9.09MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONMILLWORK GENERAL NOTES CODED NOTES - INTERIOR ELEVATIONS 901 COUNTERTOP WITH 4" BACKSPLASH, SEE FINISH SCHEDULE 902 BASE. SEE FINISH SCHEDULE 903 MIN. 3/4" THICK PLAM FILLER PANEL TO MATCH ADJACENT MILLWORK 904 CONCEALED STEEL ANGLE AT MAX.32" O.C. SEE DETAILS ON A9 SERIES. PAINT TO MATCH WALLS. 905 STAINLESS STEEL SINK, SEE MEP DRAWINGS 906 1X4 WOOD BOARD WITH HOOKS AND PLUG MOLDING ABOVE. SPACING TO BE VERIFIED WITH OWNER. 907 MILLWORK BASE UNDER CAGES. 908 FLIP DOWN EXAM TABLE, OFCI. PROVIDE BLOCKING IN WALL. COORDINATE WITH OWNER FOR FINAL LOCATION. PROVIDE EVERBILT 7/8" CLEAR SCREW ON BUMPER ABOVE. 909 CORNER GUARD, REFER TO A8 FINISH SERIES. 910 PAINTED GYP BD SOFFIT. REFER TO A3 AND A8 SERIES FOR FURTHER INFORMATION. 912 WALL PROTECTION, REFER TO A8 FINISH SERIES 913 FINISHED END. 916 PLAM SHELF/ COUNTER ABOVE CAGES. VERIFY HEIGHT WITH OWNER. 917 WIRE CHASE. SEE SPECIFICATIONS. 919 FINISHED END PANEL. APPLY PLAM TO ALL EXPOSED SIDES. 920 COUNTERTOP WITHOUT BACKSPLASH, SEE FINISH SCHEDULE 923 STAINLESS STEEL WIRE SHELVING ON ADJUSTABLE POSTS MOUNTED TO WALL WITH STAINLESS STEEL DRYING PAN BELOW. REFER TO SPECIFICATIONS. 925 PROVIDE BLOCKING FOR WALL MOUNTED LEAD APRONS. 926 8" DIA. FINISHED OPENING IN COUNTERTOP. COORDINATE SIZE AND LOCATION WITH OWNER. 929 PROVIDE BLOCKING FOR WALL MOUNTED MONITORS. 930 MULTI-OUTLET POWER STRIP (WHITE). SEE ELECTRICAL DRAWINGS. 931 PROVIDE BLOCKING FOR LEASH TIES 932 SIGNAGE BY OTHERS 934 30" DEPTH STAINLESS STEEL COUNTERTOP WITH 4" BACKSPLASH. SEE FINISH SCH. 935 24" DEPTH STAINLESS STEEL COUNTERTOP WITH 4" BACKSPLASH. SEE FINISH SCH. 936 42" DEPTH STAINLESS STEEL COUNTERTOP WITH 4" BACKSPLASH. SEE FINISH SCH. 940 ALL HARDWARE TO BE NON FERROUS. 942 3/4" PLAM SLIDING DOORS 943 ROUTED FINGER PULL FOR DOOR OPERATION MILLWORK DESIGNATIONS LEGEND MILLWORK ABBREVIATIONS EQUIPMENT SCHEDULE Equipment Number Equipment Name E01 WALL MOUNTED MONITOR E03 REFRIGERATOR, ADA UNDER COUNTER E03A REFRIGERATOR, FULL SIZE E04 VENDING MACHINE E05 COFFEE MACHINE E06 LABEL MAKER E07 PRINTER E08 COMPUTER E09A PAPER TOWEL DISPENSER, WALL MOUNTED E10A SOAP DISPENSER, WALL MOUNTED E11 EXAM TABLE, WALL MOUNTED FOLD UP TABLE, SS E11C EXAM TABLE, FIXED HEIGHT PREP E13 LOCKING NARCOTICS CABINET E15 MICROSCOPE E16 ECHO MACHINE E17 EXAM TABLE, LIFT E18 EKG/ECG/STRESS TESTING SYSTEM E19 CENTRIFUGE E20 TELEMETRY E22 SCALE, LARGE PLATFORM E23 EXAM LIGHT, CEILING MOUNTED E23A DUAL EXAM LIGHT, CEILING MOUNTED E25A FREEZER, LAB E28 CRASH CART E29 PPE CABINET E31 LIFT TRANSPORT TABLE E32 KENNEL, CAGES E32B KENNEL RUN E34 WATER COOLER E36 POSTAGE MACHINE E40 CAT CONDOS E41 SNYDER ICU CAGE E42 WET TREATMENT TABLE E42A WET TREATMENT TABLE, DEEP E42B WET TREATMENT TABLE (4' LONG) E43 GROOMING TABLE E45 X-RAY E45A X-RAY, APRON RACK E46 ULTRASOUND MACHINE E50 IDEXX ANALYZER E51 IDEXX ANALYZER E52 IDEXX PROCYTE E53 CHEMISTRY ANALYZER E54 FLUID WARMER CABINET/CART E55 AUTOCLAVE E55B AUTOCLAVE E56 ULTRASONIC CLEANER E57 GAS STERILIZERS E58 COMMERCIAL WASHER E58A WASHER E59 COMMERCIAL DRYER E59A DRYER E61 MICROWAVE E64 IDEXX VET LAB STATION E65 MOBILE WORKSTATION E66 PEDIATRIC CRIB CTRETCHER E67 MAYO STAND E70 O.R. TABLE E71 VENTILATER CART E72 ANESTHESIA MACHINE AND MONITORS E73 ELECTROSURGICAL GENERATOR E74 HEART MONITOR E75 ENDOSCOPY TOWER E76 DIGITAL CYTOLOGY E77 SEDIVUE DX E79A INSTRUMENT TABLE E85 FLUOROSCOPY E89 WATER DISTILLER E91 BLOOD ROCKER E98 WALL MOUNTED X-RAY UNIT E102 PROCESSOR E121 VACUUM, CENTRAL SYSTEM FOR PATIENT HAIR E123 CASH DRAWER E126 DISHWASHER E127A SCOPE CABINET E128 LEAD LINED DECAY CABINET E129 WASTE CABINET E131 SAFE 1/2" = 1'-0"A9.09 4 elevation - 207A dirty sterile processing 1/2" = 1'-0"A9.09 5 elevation - 207A dirty sterile processing 1/2" = 1'-0"A9.09 6 elevation - 207B clean sterile processing 1/2" = 1'-0"A9.09 7 elevation - 207B clean sterile processing 1/2" = 1'-0"A9.09 8 elevation - 208 xray 1/2" = 1'-0"A9.09 9 elevation - 209A team wk rm 1/2" = 1'-0"A9.09 10 elevation - 209 team wk rm 1/2" = 1'-0"A9.09 1 elevation - 205 dirty procedure 1/2" = 1'-0"A9.09 2 elevation - or typ. 1/2" = 1'-0"A9.09 3 elevation - sterile coridor D1834 12" DEEP D4834 12" DEEP D1834 12" DEEP A. REFER TO SPECIFICATIONS FOR MORE INFORMATION REGARDING EXACT CABINET CONSTRUCTION AND HARDWARE REQUIREMENTS. B. APPLY FINISH GRADE PLASTIC LAMINATE TO ALL EXPOSED AND SEMI-EXPOSED SURFACES OF MILLWORK, INCLUDING BOTH SIDES OF CABINET DOORS; REFER TO SPECIFICATIONS. C. MILLWORK CONTRACTOR SHALL PROVIDE HEAVY DUTY STEEL ANGLE BRACKET FOR ALL COUNTERS THAT ARE OPEN BELOW. MAXIMUM 32" O/C, WHETHER OR NOT SHOWN ON DRAWINGS. G.C. SHALL PROVIDE FIRE TREATED BLOCKING IN WALL BEHIND OPEN COUNTERS AS NECESSARY TO SUPPORT PLACEMENT OF BRACKETS. D. PROVIDE LOCKS AS LOCATED ON ELEVATIONS ON COMMON KEY. E. FIELD VERIFY ALL DIMENSIONS BEFORE FABRICATING MILLWORK AND RELATED COMPONENTS. F. ALL BASE CABINETS TO BE 24" DEEP UNLESS NOTED OTHERWISE. ALL COUNTERS TO BE 25" DEEP UNLESS NOTED OTHERWISE. G. COORDINATE WITH ELECTRICAL AND PLUMBING CONTRACTORS TO LOCATE THEIR WORK AS REQUIRED TO ACCOMMODATE CASEWORK SHOWN HERE. MOUNT OUTLETS UNDER OPEN COUNTERS IN WIRE CHASE AND PROVIDE GROMMENTS, OR MOUNT OUTLETS 6" ABOVE CABINET COUNTERTOPS, TYPICAL AS SHOWN. ELECTRICAL/ DATA/ TELEPHONE SHOWN HERE ARE DIAGRAMMATIC AND MEANT TO INDICATE RELATIONSHIPS OF CASEWORK AND OUTLETS - REFER TO ENGINEERING DRAWINGS FOR EXACT INFORMATION AND COORDINATE WITH ARCHITECT PRIOR TO ROUGH-IN. G.C., MILLWORK SUB-CONTRACTOR AND ELECTRICAL SUB- CONTRACTOR SHALL MEET WITH THE ARCHITECT PRIOR TO THE COMMENCEMENT OF ROUGH ELECTRICAL WORK TO VERIFY OUTLET LOCATIONS AND THE LIKE. H. PROVIDE 3" ACCESS GROMMET (AG) CUT-OUTS AND GROMMET COVERS FOR ALL OPEN COUNTERS WHERE ELECTRICAL / DATA EXISTS BELOW. COORDINATE WITH M/E/P PLANS, AND FIELD LOCATE IN CONSULTATION WITH ARCHITECT AND OWNER. I. VERIFY CEILING HEIGHTS AGAINST CEILING PLANS / ACTUAL CONDITIONS. J. PROVIDE 1" RADIUS ON ALL EXPOSED OUTSIDE COUNTER CORNERS. K. PROVIDE NON-COMBUSTIBLE WOOD BLOCKING AT TOP AND BOTTOM OF ALL WALL CABINETS AND AT TOP, BOTTOM AND CENTER OF TALL CABINETS. L. PAINT ALL MILLWORK CLEATS TO MATCH ADJACENT WALL. M. PAINT ALL EXPOSED BLOCKING TO MATCH ADJACENT WALL N. ALL COUNTERTOPS / BACKSPLASHES WILL BE CAULKED TO WALL FLUSH WITH TOP OF SPLASH. REVIEW WITH ARCHITECT. O. PROVIDE FIRE TREATING BLOCKING IN WALL BEHIND ALL WALL CABINETS. P. SEE A8 SERIES FOR FINISHES. Q. VERIFY DIMENSIONS OF ALL OFOI EQUIPMENT SITTING INSIDE / ON MILLWORK CABINETS AND DRAWERS. R. PROVIDE ACCESS PANELS ON INSIDE SURFACE AT ALL MILLWORK 'DESKS' TO PERMIT INSTALLATION AND MAINTENANCE OF ELECTRICAL AND DATA WIRING AND DEVICES. S. ALL NEW BLOCKING TO BE DOCUMENTED PER GENERAL NOTES AND PROJECT MANUAL. THE FOLLOWING IS A MASTER LIST AND NOT ALL ITEMS MAY APPEAR IN THIS SET OF DRAWINGS. SEE ELEVATIONS AND DETAILS FOR LOCATIONS AND QUANTITIES OF ITEMS. AG BC BP C CB CCT CKBD CR CRT CT D DD DFB DO DS ED EP FB FD FE FP FV GD HD KBS KS MC ME- MF ACCESS GROMMET BASE CASSETTE STORAGE BLANK PANEL CART COUNTERTOP BRACE CUBICLE CURTAIN TRACK CHALKBOARD CHART RACK COMPUTER TERMINAL COUNTERTOP - NO BACKSPLASH DOOR BASE CABINET DRAWER / DOOR BASE CABINET DRAWER / FILE BASE CABINET DRAWER / OPEN DOOR(S) SLIDING EQUAL DRAWERS EMERGENCY POWER FILM BIN FILE DRAWER W / HANGING FOLDER RACK FINSHED END OR FIXED EQUIPMENT FOOT PEDAL VALVE BY PLUMBING FIELD VERIFY GLASS DOOR CABINET DOOR WALL CABINET KEYBOARD SHELF KNEE SPACE MICROWAVE CABINET MEDICAL EQUPMENT BY OWNER MOBILE DRAWER / FILE CABINET DD2434 - DD2434 - DD2434 - FIRST TWO LETTER - CABINET TYPE FIRST TWO DIGITS - CABINET WIDTH SECOND TWO DIGITS - CABINET HEIGHT MKBD MS MTL MW O OSC OH OV PD PLLAM PS RB REF S SB SC SDC SD- SHL SP ST.STL. TD- TS TL TKBD UCR VT W WS WR MARKERBOARD MONITOR SHELF METAL BASE MICROWAVE OPEN FACE CABINET OPEN SINK CABINET OPEN W/ HORIZONTAL SLOTS OPEN W/ VERITICAL SLOTS PENCIL DRAWER PLASTIC LAMINATE PEDESTAL SUPPORT PANEL REMOVABLE RACK REFRIGERATION SINK SINK BASE STORAGE CABINET SLIDING DOOR CABINET SOAP DISPENSER SHELF SPECIAL CABINET STAINLESS STEEL TOWEL DISPENCER TACK SURFACE TASK LIGHT TACKBOARD UNDER COUNTER REFRIG VERTICAL PIGEON HOLE SLOTS WIRE PASS THROUGH COVER WIRE SHELVING WARDROBE CABINET7' - 2"E13 E03 HD3030 HD3030 HD3030 HD3030 HD3030 E08 E08 E08 E08 E08 E08 2' - 9 1/2"901 917 904 902 913 903 930 901 906 OPEN TO BEYOND OC4886 OC3633.5 913 O3630 18" DEEP 18" DEEP OPEN FOR CARTS 901 913 913 COUNTER STOPS E08 E07 2' - 6"913 901 904 902 PED HD3030 O3030 HD2730 9177' - 0"903 2' - 6"7' - 2"HD3930 O3630 O3630 HD3630 903 904 901 905 917 902 PED PED PED E08 E08 E08 E08 E08 E08 2' - 6"E07 E06 E08 E08 E08 E08 902 905 917 901 7' - 2"903 913 O3030 HD3030 O3030 HD3030 O3030 PED PED2' - 6"E08 E08 E08 E08 E08 E08 E08 E08 901 903 PED PED PED PED 7' - 2"913 O3330 HD3330 O3330 HD3330 O3330 OPEN TO BEYOND OPEN TO BEYOND BL-C 4D3333.5 DD3333.5 SBS3333.5 901 913 913 E32 E32 E32 E32E32E32 7' - 8" 902 903 916 930 907 OPEN TO BEYOND © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 MILLWORK ELEVATIONS 04 MARCH 2022 A9.10MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONMILLWORK GENERAL NOTES CODED NOTES - INTERIOR ELEVATIONS 901 COUNTERTOP WITH 4" BACKSPLASH, SEE FINISH SCHEDULE 902 BASE. SEE FINISH SCHEDULE 903 MIN. 3/4" THICK PLAM FILLER PANEL TO MATCH ADJACENT MILLWORK 904 CONCEALED STEEL ANGLE AT MAX.32" O.C. SEE DETAILS ON A9 SERIES. PAINT TO MATCH WALLS. 905 STAINLESS STEEL SINK, SEE MEP DRAWINGS 906 1X4 WOOD BOARD WITH HOOKS AND PLUG MOLDING ABOVE. SPACING TO BE VERIFIED WITH OWNER. 907 MILLWORK BASE UNDER CAGES. 908 FLIP DOWN EXAM TABLE, OFCI. PROVIDE BLOCKING IN WALL. COORDINATE WITH OWNER FOR FINAL LOCATION. PROVIDE EVERBILT 7/8" CLEAR SCREW ON BUMPER ABOVE. 909 CORNER GUARD, REFER TO A8 FINISH SERIES. 910 PAINTED GYP BD SOFFIT. REFER TO A3 AND A8 SERIES FOR FURTHER INFORMATION. 912 WALL PROTECTION, REFER TO A8 FINISH SERIES 913 FINISHED END. 916 PLAM SHELF/ COUNTER ABOVE CAGES. VERIFY HEIGHT WITH OWNER. 917 WIRE CHASE. SEE SPECIFICATIONS. 919 FINISHED END PANEL. APPLY PLAM TO ALL EXPOSED SIDES. 920 COUNTERTOP WITHOUT BACKSPLASH, SEE FINISH SCHEDULE 923 STAINLESS STEEL WIRE SHELVING ON ADJUSTABLE POSTS MOUNTED TO WALL WITH STAINLESS STEEL DRYING PAN BELOW. REFER TO SPECIFICATIONS. 925 PROVIDE BLOCKING FOR WALL MOUNTED LEAD APRONS. 926 8" DIA. FINISHED OPENING IN COUNTERTOP. COORDINATE SIZE AND LOCATION WITH OWNER. 929 PROVIDE BLOCKING FOR WALL MOUNTED MONITORS. 930 MULTI-OUTLET POWER STRIP (WHITE). SEE ELECTRICAL DRAWINGS. 931 PROVIDE BLOCKING FOR LEASH TIES 932 SIGNAGE BY OTHERS 934 30" DEPTH STAINLESS STEEL COUNTERTOP WITH 4" BACKSPLASH. SEE FINISH SCH. 935 24" DEPTH STAINLESS STEEL COUNTERTOP WITH 4" BACKSPLASH. SEE FINISH SCH. 936 42" DEPTH STAINLESS STEEL COUNTERTOP WITH 4" BACKSPLASH. SEE FINISH SCH. 940 ALL HARDWARE TO BE NON FERROUS. 942 3/4" PLAM SLIDING DOORS 943 ROUTED FINGER PULL FOR DOOR OPERATION MILLWORK DESIGNATIONS LEGEND MILLWORK ABBREVIATIONS EQUIPMENT SCHEDULE Equipment Number Equipment Name E01 WALL MOUNTED MONITOR E03 REFRIGERATOR, ADA UNDER COUNTER E03A REFRIGERATOR, FULL SIZE E04 VENDING MACHINE E05 COFFEE MACHINE E06 LABEL MAKER E07 PRINTER E08 COMPUTER E09A PAPER TOWEL DISPENSER, WALL MOUNTED E10A SOAP DISPENSER, WALL MOUNTED E11 EXAM TABLE, WALL MOUNTED FOLD UP TABLE, SS E11C EXAM TABLE, FIXED HEIGHT PREP E13 LOCKING NARCOTICS CABINET E15 MICROSCOPE E16 ECHO MACHINE E17 EXAM TABLE, LIFT E18 EKG/ECG/STRESS TESTING SYSTEM E19 CENTRIFUGE E20 TELEMETRY E22 SCALE, LARGE PLATFORM E23 EXAM LIGHT, CEILING MOUNTED E23A DUAL EXAM LIGHT, CEILING MOUNTED E25A FREEZER, LAB E28 CRASH CART E29 PPE CABINET E31 LIFT TRANSPORT TABLE E32 KENNEL, CAGES E32B KENNEL RUN E34 WATER COOLER E36 POSTAGE MACHINE E40 CAT CONDOS E41 SNYDER ICU CAGE E42 WET TREATMENT TABLE E42A WET TREATMENT TABLE, DEEP E42B WET TREATMENT TABLE (4' LONG) E43 GROOMING TABLE E45 X-RAY E45A X-RAY, APRON RACK E46 ULTRASOUND MACHINE E50 IDEXX ANALYZER E51 IDEXX ANALYZER E52 IDEXX PROCYTE E53 CHEMISTRY ANALYZER E54 FLUID WARMER CABINET/CART E55 AUTOCLAVE E55B AUTOCLAVE E56 ULTRASONIC CLEANER E57 GAS STERILIZERS E58 COMMERCIAL WASHER E58A WASHER E59 COMMERCIAL DRYER E59A DRYER E61 MICROWAVE E64 IDEXX VET LAB STATION E65 MOBILE WORKSTATION E66 PEDIATRIC CRIB CTRETCHER E67 MAYO STAND E70 O.R. TABLE E71 VENTILATER CART E72 ANESTHESIA MACHINE AND MONITORS E73 ELECTROSURGICAL GENERATOR E74 HEART MONITOR E75 ENDOSCOPY TOWER E76 DIGITAL CYTOLOGY E77 SEDIVUE DX E79A INSTRUMENT TABLE E85 FLUOROSCOPY E89 WATER DISTILLER E91 BLOOD ROCKER E98 WALL MOUNTED X-RAY UNIT E102 PROCESSOR E121 VACUUM, CENTRAL SYSTEM FOR PATIENT HAIR E123 CASH DRAWER E126 DISHWASHER E127A SCOPE CABINET E128 LEAD LINED DECAY CABINET E129 WASTE CABINET E131 SAFE 1/2" = 1'-0"A9.10 3 elevation - 210 surgery suite 1/2" = 1'-0"A9.10 4 elevation - 210 surgery suite 1/2" = 1'-0"A9.10 5 elecation - 211 communications 1/2" = 1'-0"A9.10 6 elevations - 211 communications 1/2" = 1'-0"A9.10 7 elevation - 217 clinical managers 1/2" = 1'-0"A9.10 8 elevation - 217 clinical managers 1/2" = 1'-0"A9.10 1 elevation - 210 surgery suite 1/2" = 1'-0"A9.10 2 elevation - 210 surgery suite A. REFER TO SPECIFICATIONS FOR MORE INFORMATION REGARDING EXACT CABINET CONSTRUCTION AND HARDWARE REQUIREMENTS. B. APPLY FINISH GRADE PLASTIC LAMINATE TO ALL EXPOSED AND SEMI-EXPOSED SURFACES OF MILLWORK, INCLUDING BOTH SIDES OF CABINET DOORS; REFER TO SPECIFICATIONS. C. MILLWORK CONTRACTOR SHALL PROVIDE HEAVY DUTY STEEL ANGLE BRACKET FOR ALL COUNTERS THAT ARE OPEN BELOW. MAXIMUM 32" O/C, WHETHER OR NOT SHOWN ON DRAWINGS. G.C. SHALL PROVIDE FIRE TREATED BLOCKING IN WALL BEHIND OPEN COUNTERS AS NECESSARY TO SUPPORT PLACEMENT OF BRACKETS. D. PROVIDE LOCKS AS LOCATED ON ELEVATIONS ON COMMON KEY. E. FIELD VERIFY ALL DIMENSIONS BEFORE FABRICATING MILLWORK AND RELATED COMPONENTS. F. ALL BASE CABINETS TO BE 24" DEEP UNLESS NOTED OTHERWISE. ALL COUNTERS TO BE 25" DEEP UNLESS NOTED OTHERWISE. G. COORDINATE WITH ELECTRICAL AND PLUMBING CONTRACTORS TO LOCATE THEIR WORK AS REQUIRED TO ACCOMMODATE CASEWORK SHOWN HERE. MOUNT OUTLETS UNDER OPEN COUNTERS IN WIRE CHASE AND PROVIDE GROMMENTS, OR MOUNT OUTLETS 6" ABOVE CABINET COUNTERTOPS, TYPICAL AS SHOWN. ELECTRICAL/ DATA/ TELEPHONE SHOWN HERE ARE DIAGRAMMATIC AND MEANT TO INDICATE RELATIONSHIPS OF CASEWORK AND OUTLETS - REFER TO ENGINEERING DRAWINGS FOR EXACT INFORMATION AND COORDINATE WITH ARCHITECT PRIOR TO ROUGH-IN. G.C., MILLWORK SUB-CONTRACTOR AND ELECTRICAL SUB- CONTRACTOR SHALL MEET WITH THE ARCHITECT PRIOR TO THE COMMENCEMENT OF ROUGH ELECTRICAL WORK TO VERIFY OUTLET LOCATIONS AND THE LIKE. H. PROVIDE 3" ACCESS GROMMET (AG) CUT-OUTS AND GROMMET COVERS FOR ALL OPEN COUNTERS WHERE ELECTRICAL / DATA EXISTS BELOW. COORDINATE WITH M/E/P PLANS, AND FIELD LOCATE IN CONSULTATION WITH ARCHITECT AND OWNER. I. VERIFY CEILING HEIGHTS AGAINST CEILING PLANS / ACTUAL CONDITIONS. J. PROVIDE 1" RADIUS ON ALL EXPOSED OUTSIDE COUNTER CORNERS. K. PROVIDE NON-COMBUSTIBLE WOOD BLOCKING AT TOP AND BOTTOM OF ALL WALL CABINETS AND AT TOP, BOTTOM AND CENTER OF TALL CABINETS. L. PAINT ALL MILLWORK CLEATS TO MATCH ADJACENT WALL. M. PAINT ALL EXPOSED BLOCKING TO MATCH ADJACENT WALL N. ALL COUNTERTOPS / BACKSPLASHES WILL BE CAULKED TO WALL FLUSH WITH TOP OF SPLASH. REVIEW WITH ARCHITECT. O. PROVIDE FIRE TREATING BLOCKING IN WALL BEHIND ALL WALL CABINETS. P. SEE A8 SERIES FOR FINISHES. Q. VERIFY DIMENSIONS OF ALL OFOI EQUIPMENT SITTING INSIDE / ON MILLWORK CABINETS AND DRAWERS. R. PROVIDE ACCESS PANELS ON INSIDE SURFACE AT ALL MILLWORK 'DESKS' TO PERMIT INSTALLATION AND MAINTENANCE OF ELECTRICAL AND DATA WIRING AND DEVICES. S. ALL NEW BLOCKING TO BE DOCUMENTED PER GENERAL NOTES AND PROJECT MANUAL. THE FOLLOWING IS A MASTER LIST AND NOT ALL ITEMS MAY APPEAR IN THIS SET OF DRAWINGS. SEE ELEVATIONS AND DETAILS FOR LOCATIONS AND QUANTITIES OF ITEMS. AG BC BP C CB CCT CKBD CR CRT CT D DD DFB DO DS ED EP FB FD FE FP FV GD HD KBS KS MC ME- MF ACCESS GROMMET BASE CASSETTE STORAGE BLANK PANEL CART COUNTERTOP BRACE CUBICLE CURTAIN TRACK CHALKBOARD CHART RACK COMPUTER TERMINAL COUNTERTOP - NO BACKSPLASH DOOR BASE CABINET DRAWER / DOOR BASE CABINET DRAWER / FILE BASE CABINET DRAWER / OPEN DOOR(S) SLIDING EQUAL DRAWERS EMERGENCY POWER FILM BIN FILE DRAWER W / HANGING FOLDER RACK FINSHED END OR FIXED EQUIPMENT FOOT PEDAL VALVE BY PLUMBING FIELD VERIFY GLASS DOOR CABINET DOOR WALL CABINET KEYBOARD SHELF KNEE SPACE MICROWAVE CABINET MEDICAL EQUPMENT BY OWNER MOBILE DRAWER / FILE CABINET DD2434 - DD2434 - DD2434 - FIRST TWO LETTER - CABINET TYPE FIRST TWO DIGITS - CABINET WIDTH SECOND TWO DIGITS - CABINET HEIGHT MKBD MS MTL MW O OSC OH OV PD PLLAM PS RB REF S SB SC SDC SD- SHL SP ST.STL. TD- TS TL TKBD UCR VT W WS WR MARKERBOARD MONITOR SHELF METAL BASE MICROWAVE OPEN FACE CABINET OPEN SINK CABINET OPEN W/ HORIZONTAL SLOTS OPEN W/ VERITICAL SLOTS PENCIL DRAWER PLASTIC LAMINATE PEDESTAL SUPPORT PANEL REMOVABLE RACK REFRIGERATION SINK SINK BASE STORAGE CABINET SLIDING DOOR CABINET SOAP DISPENSER SHELF SPECIAL CABINET STAINLESS STEEL TOWEL DISPENCER TACK SURFACE TASK LIGHT TACKBOARD UNDER COUNTER REFRIG VERTICAL PIGEON HOLE SLOTS WIRE PASS THROUGH COVER WIRE SHELVING WARDROBE CABINET DD3636 E121 DD2136 4D3036 DD2136 DD2136 4D3036 DD2136 DD2136 E121E121 4D3036 (18" DEEP) (18" DEEP) (18" DEEP) (18" DEEP) (18" DEEP) (18" DEEP) (18" DEEP) (18" DEEP) (18" DEEP) E01 E01 E01 E98 E98 903 913 929929 929929 929929 901 E09A E10A 7' - 2"913 913 913 901 905 903 913904917 902 HD3030 HD3030 HD3318 SBS3333.5 E32 E32 E32 E32E32E32 916 930 9072' - 6"7' - 2"O3630 HD3630 O3630 HD3630 O3630 HD3630 O3630 E07 E06 E08 E08 E08 E08 E08 E08 E08 E08 901 903 E1022' - 6"BL-C BL-C E08 E08 E08 E08E08E08E08E08901 904 917 902 904 917 902 901 MWB2733.5DD2733.5 SBS3333.5DD2733.5 HD2730HD2730 HD3318 E61 E05 E09A E10A OPEN TO BEYOND 913 901905 903 903 913 913 913 913 MC2736 E61 2' - 4" E03 E10A E09A HD3030HD3330HD3018 SBS3033.5 4D3333.5 9197' - 2"903 913 913 913 902 901905 903 E29 7' - 2"E10A E09A HD2730 HD3318 DD1536 SBS3336 5' - 2" 916 930 904 907 E32 903 903 913 905935 913 913 E129 E128903 903 935 HD3330 O3030 HD3030 903 903 7' - 2"DD2136 © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 MILLWORK ELEVATIONS 04 MARCH 2022 A9.11MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONMILLWORK GENERAL NOTES CODED NOTES - INTERIOR ELEVATIONS 901 COUNTERTOP WITH 4" BACKSPLASH, SEE FINISH SCHEDULE 902 BASE. SEE FINISH SCHEDULE 903 MIN. 3/4" THICK PLAM FILLER PANEL TO MATCH ADJACENT MILLWORK 904 CONCEALED STEEL ANGLE AT MAX.32" O.C. SEE DETAILS ON A9 SERIES. PAINT TO MATCH WALLS. 905 STAINLESS STEEL SINK, SEE MEP DRAWINGS 906 1X4 WOOD BOARD WITH HOOKS AND PLUG MOLDING ABOVE. SPACING TO BE VERIFIED WITH OWNER. 907 MILLWORK BASE UNDER CAGES. 908 FLIP DOWN EXAM TABLE, OFCI. PROVIDE BLOCKING IN WALL. COORDINATE WITH OWNER FOR FINAL LOCATION. PROVIDE EVERBILT 7/8" CLEAR SCREW ON BUMPER ABOVE. 909 CORNER GUARD, REFER TO A8 FINISH SERIES. 910 PAINTED GYP BD SOFFIT. REFER TO A3 AND A8 SERIES FOR FURTHER INFORMATION. 912 WALL PROTECTION, REFER TO A8 FINISH SERIES 913 FINISHED END. 916 PLAM SHELF/ COUNTER ABOVE CAGES. VERIFY HEIGHT WITH OWNER. 917 WIRE CHASE. SEE SPECIFICATIONS. 919 FINISHED END PANEL. APPLY PLAM TO ALL EXPOSED SIDES. 920 COUNTERTOP WITHOUT BACKSPLASH, SEE FINISH SCHEDULE 923 STAINLESS STEEL WIRE SHELVING ON ADJUSTABLE POSTS MOUNTED TO WALL WITH STAINLESS STEEL DRYING PAN BELOW. REFER TO SPECIFICATIONS. 925 PROVIDE BLOCKING FOR WALL MOUNTED LEAD APRONS. 926 8" DIA. FINISHED OPENING IN COUNTERTOP. COORDINATE SIZE AND LOCATION WITH OWNER. 929 PROVIDE BLOCKING FOR WALL MOUNTED MONITORS. 930 MULTI-OUTLET POWER STRIP (WHITE). SEE ELECTRICAL DRAWINGS. 931 PROVIDE BLOCKING FOR LEASH TIES 932 SIGNAGE BY OTHERS 934 30" DEPTH STAINLESS STEEL COUNTERTOP WITH 4" BACKSPLASH. SEE FINISH SCH. 935 24" DEPTH STAINLESS STEEL COUNTERTOP WITH 4" BACKSPLASH. SEE FINISH SCH. 936 42" DEPTH STAINLESS STEEL COUNTERTOP WITH 4" BACKSPLASH. SEE FINISH SCH. 940 ALL HARDWARE TO BE NON FERROUS. 942 3/4" PLAM SLIDING DOORS 943 ROUTED FINGER PULL FOR DOOR OPERATION MILLWORK DESIGNATIONS LEGEND MILLWORK ABBREVIATIONS EQUIPMENT SCHEDULE Equipment Number Equipment Name E01 WALL MOUNTED MONITOR E03 REFRIGERATOR, ADA UNDER COUNTER E03A REFRIGERATOR, FULL SIZE E04 VENDING MACHINE E05 COFFEE MACHINE E06 LABEL MAKER E07 PRINTER E08 COMPUTER E09A PAPER TOWEL DISPENSER, WALL MOUNTED E10A SOAP DISPENSER, WALL MOUNTED E11 EXAM TABLE, WALL MOUNTED FOLD UP TABLE, SS E11C EXAM TABLE, FIXED HEIGHT PREP E13 LOCKING NARCOTICS CABINET E15 MICROSCOPE E16 ECHO MACHINE E17 EXAM TABLE, LIFT E18 EKG/ECG/STRESS TESTING SYSTEM E19 CENTRIFUGE E20 TELEMETRY E22 SCALE, LARGE PLATFORM E23 EXAM LIGHT, CEILING MOUNTED E23A DUAL EXAM LIGHT, CEILING MOUNTED E25A FREEZER, LAB E28 CRASH CART E29 PPE CABINET E31 LIFT TRANSPORT TABLE E32 KENNEL, CAGES E32B KENNEL RUN E34 WATER COOLER E36 POSTAGE MACHINE E40 CAT CONDOS E41 SNYDER ICU CAGE E42 WET TREATMENT TABLE E42A WET TREATMENT TABLE, DEEP E42B WET TREATMENT TABLE (4' LONG) E43 GROOMING TABLE E45 X-RAY E45A X-RAY, APRON RACK E46 ULTRASOUND MACHINE E50 IDEXX ANALYZER E51 IDEXX ANALYZER E52 IDEXX PROCYTE E53 CHEMISTRY ANALYZER E54 FLUID WARMER CABINET/CART E55 AUTOCLAVE E55B AUTOCLAVE E56 ULTRASONIC CLEANER E57 GAS STERILIZERS E58 COMMERCIAL WASHER E58A WASHER E59 COMMERCIAL DRYER E59A DRYER E61 MICROWAVE E64 IDEXX VET LAB STATION E65 MOBILE WORKSTATION E66 PEDIATRIC CRIB CTRETCHER E67 MAYO STAND E70 O.R. TABLE E71 VENTILATER CART E72 ANESTHESIA MACHINE AND MONITORS E73 ELECTROSURGICAL GENERATOR E74 HEART MONITOR E75 ENDOSCOPY TOWER E76 DIGITAL CYTOLOGY E77 SEDIVUE DX E79A INSTRUMENT TABLE E85 FLUOROSCOPY E89 WATER DISTILLER E91 BLOOD ROCKER E98 WALL MOUNTED X-RAY UNIT E102 PROCESSOR E121 VACUUM, CENTRAL SYSTEM FOR PATIENT HAIR E123 CASH DRAWER E126 DISHWASHER E127A SCOPE CABINET E128 LEAD LINED DECAY CABINET E129 WASTE CABINET E131 SAFE 1/2" = 1'-0"A9.11 3 elevation - 221 dentistry 1/2" = 1'-0"A9.11 4 elevation - 221 dentistry 1/2" = 1'-0"A9.11 5 elevation - 221 dentistry 1/2" = 1'-0"A9.11 6 elevation - 221B dentistry wk rm 1/2" = 1'-0"A9.11 7 elevation - 221B dentistry wk rm 1/2" = 1'-0"A9.11 8 elevation - 231 kitchenette 1/2" = 1'-0"A9.11 1 elevation - 219 cat i-131 ante room 1/2" = 1'-0"A9.11 2 elevation - 219A cat i-131 1/2" = 1'-0"A9.11 9 elevation - 219A cat i-131 3' - 11"902 904 904 5' - 0"1 A9.24 905 E13 E09A E10A E03 SBS3333.5 7' - 2"913 913 903 903 913 901 904 TRASH 926 910 HD2430 HD3318 A. REFER TO SPECIFICATIONS FOR MORE INFORMATION REGARDING EXACT CABINET CONSTRUCTION AND HARDWARE REQUIREMENTS. B. APPLY FINISH GRADE PLASTIC LAMINATE TO ALL EXPOSED AND SEMI-EXPOSED SURFACES OF MILLWORK, INCLUDING BOTH SIDES OF CABINET DOORS; REFER TO SPECIFICATIONS. C. MILLWORK CONTRACTOR SHALL PROVIDE HEAVY DUTY STEEL ANGLE BRACKET FOR ALL COUNTERS THAT ARE OPEN BELOW. MAXIMUM 32" O/C, WHETHER OR NOT SHOWN ON DRAWINGS. G.C. SHALL PROVIDE FIRE TREATED BLOCKING IN WALL BEHIND OPEN COUNTERS AS NECESSARY TO SUPPORT PLACEMENT OF BRACKETS. D. PROVIDE LOCKS AS LOCATED ON ELEVATIONS ON COMMON KEY. E. FIELD VERIFY ALL DIMENSIONS BEFORE FABRICATING MILLWORK AND RELATED COMPONENTS. F. ALL BASE CABINETS TO BE 24" DEEP UNLESS NOTED OTHERWISE. ALL COUNTERS TO BE 25" DEEP UNLESS NOTED OTHERWISE. G. COORDINATE WITH ELECTRICAL AND PLUMBING CONTRACTORS TO LOCATE THEIR WORK AS REQUIRED TO ACCOMMODATE CASEWORK SHOWN HERE. MOUNT OUTLETS UNDER OPEN COUNTERS IN WIRE CHASE AND PROVIDE GROMMENTS, OR MOUNT OUTLETS 6" ABOVE CABINET COUNTERTOPS, TYPICAL AS SHOWN. ELECTRICAL/ DATA/ TELEPHONE SHOWN HERE ARE DIAGRAMMATIC AND MEANT TO INDICATE RELATIONSHIPS OF CASEWORK AND OUTLETS - REFER TO ENGINEERING DRAWINGS FOR EXACT INFORMATION AND COORDINATE WITH ARCHITECT PRIOR TO ROUGH-IN. G.C., MILLWORK SUB-CONTRACTOR AND ELECTRICAL SUB- CONTRACTOR SHALL MEET WITH THE ARCHITECT PRIOR TO THE COMMENCEMENT OF ROUGH ELECTRICAL WORK TO VERIFY OUTLET LOCATIONS AND THE LIKE. H. PROVIDE 3" ACCESS GROMMET (AG) CUT-OUTS AND GROMMET COVERS FOR ALL OPEN COUNTERS WHERE ELECTRICAL / DATA EXISTS BELOW. COORDINATE WITH M/E/P PLANS, AND FIELD LOCATE IN CONSULTATION WITH ARCHITECT AND OWNER. I. VERIFY CEILING HEIGHTS AGAINST CEILING PLANS / ACTUAL CONDITIONS. J. PROVIDE 1" RADIUS ON ALL EXPOSED OUTSIDE COUNTER CORNERS. K. PROVIDE NON-COMBUSTIBLE WOOD BLOCKING AT TOP AND BOTTOM OF ALL WALL CABINETS AND AT TOP, BOTTOM AND CENTER OF TALL CABINETS. L. PAINT ALL MILLWORK CLEATS TO MATCH ADJACENT WALL. M. PAINT ALL EXPOSED BLOCKING TO MATCH ADJACENT WALL N. ALL COUNTERTOPS / BACKSPLASHES WILL BE CAULKED TO WALL FLUSH WITH TOP OF SPLASH. REVIEW WITH ARCHITECT. O. PROVIDE FIRE TREATING BLOCKING IN WALL BEHIND ALL WALL CABINETS. P. SEE A8 SERIES FOR FINISHES. Q. VERIFY DIMENSIONS OF ALL OFOI EQUIPMENT SITTING INSIDE / ON MILLWORK CABINETS AND DRAWERS. R. PROVIDE ACCESS PANELS ON INSIDE SURFACE AT ALL MILLWORK 'DESKS' TO PERMIT INSTALLATION AND MAINTENANCE OF ELECTRICAL AND DATA WIRING AND DEVICES. S. ALL NEW BLOCKING TO BE DOCUMENTED PER GENERAL NOTES AND PROJECT MANUAL. E03 SBS2733.5 E09A E10A 905902 2' - 0" 913 © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 MILLWORK ELEVATIONS 04 MARCH 2022 A9.12MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION1/2" = 1'-0"A9.12 1 elevation - 224 locker room 1/2" = 1'-0"A9.12 3 elevation - X220 corridor MILLWORK GENERAL NOTES CODED NOTES - INTERIOR ELEVATIONS 901 COUNTERTOP WITH 4" BACKSPLASH, SEE FINISH SCHEDULE 902 BASE. SEE FINISH SCHEDULE 903 MIN. 3/4" THICK PLAM FILLER PANEL TO MATCH ADJACENT MILLWORK 904 CONCEALED STEEL ANGLE AT MAX.32" O.C. SEE DETAILS ON A9 SERIES. PAINT TO MATCH WALLS. 905 STAINLESS STEEL SINK, SEE MEP DRAWINGS 906 1X4 WOOD BOARD WITH HOOKS AND PLUG MOLDING ABOVE. SPACING TO BE VERIFIED WITH OWNER. 907 MILLWORK BASE UNDER CAGES. 908 FLIP DOWN EXAM TABLE, OFCI. PROVIDE BLOCKING IN WALL. COORDINATE WITH OWNER FOR FINAL LOCATION. PROVIDE EVERBILT 7/8" CLEAR SCREW ON BUMPER ABOVE. 909 CORNER GUARD, REFER TO A8 FINISH SERIES. 910 PAINTED GYP BD SOFFIT. REFER TO A3 AND A8 SERIES FOR FURTHER INFORMATION. 912 WALL PROTECTION, REFER TO A8 FINISH SERIES 913 FINISHED END. 916 PLAM SHELF/ COUNTER ABOVE CAGES. VERIFY HEIGHT WITH OWNER. 917 WIRE CHASE. SEE SPECIFICATIONS. 919 FINISHED END PANEL. APPLY PLAM TO ALL EXPOSED SIDES. 920 COUNTERTOP WITHOUT BACKSPLASH, SEE FINISH SCHEDULE 923 STAINLESS STEEL WIRE SHELVING ON ADJUSTABLE POSTS MOUNTED TO WALL WITH STAINLESS STEEL DRYING PAN BELOW. REFER TO SPECIFICATIONS. 925 PROVIDE BLOCKING FOR WALL MOUNTED LEAD APRONS. 926 8" DIA. FINISHED OPENING IN COUNTERTOP. COORDINATE SIZE AND LOCATION WITH OWNER. 929 PROVIDE BLOCKING FOR WALL MOUNTED MONITORS. 930 MULTI-OUTLET POWER STRIP (WHITE). SEE ELECTRICAL DRAWINGS. 931 PROVIDE BLOCKING FOR LEASH TIES 932 SIGNAGE BY OTHERS 934 30" DEPTH STAINLESS STEEL COUNTERTOP WITH 4" BACKSPLASH. SEE FINISH SCH. 935 24" DEPTH STAINLESS STEEL COUNTERTOP WITH 4" BACKSPLASH. SEE FINISH SCH. 936 42" DEPTH STAINLESS STEEL COUNTERTOP WITH 4" BACKSPLASH. SEE FINISH SCH. 940 ALL HARDWARE TO BE NON FERROUS. 942 3/4" PLAM SLIDING DOORS 943 ROUTED FINGER PULL FOR DOOR OPERATION MILLWORK DESIGNATIONS LEGEND MILLWORK ABBREVIATIONS EQUIPMENT SCHEDULE Equipment Number Equipment Name E01 WALL MOUNTED MONITOR E03 REFRIGERATOR, ADA UNDER COUNTER E03A REFRIGERATOR, FULL SIZE E04 VENDING MACHINE E05 COFFEE MACHINE E06 LABEL MAKER E07 PRINTER E08 COMPUTER E09A PAPER TOWEL DISPENSER, WALL MOUNTED E10A SOAP DISPENSER, WALL MOUNTED E11 EXAM TABLE, WALL MOUNTED FOLD UP TABLE, SS E11C EXAM TABLE, FIXED HEIGHT PREP E13 LOCKING NARCOTICS CABINET E15 MICROSCOPE E16 ECHO MACHINE E17 EXAM TABLE, LIFT E18 EKG/ECG/STRESS TESTING SYSTEM E19 CENTRIFUGE E20 TELEMETRY E22 SCALE, LARGE PLATFORM E23 EXAM LIGHT, CEILING MOUNTED E23A DUAL EXAM LIGHT, CEILING MOUNTED E25A FREEZER, LAB E28 CRASH CART E29 PPE CABINET E31 LIFT TRANSPORT TABLE E32 KENNEL, CAGES E32B KENNEL RUN E34 WATER COOLER E36 POSTAGE MACHINE E40 CAT CONDOS E41 SNYDER ICU CAGE E42 WET TREATMENT TABLE E42A WET TREATMENT TABLE, DEEP E42B WET TREATMENT TABLE (4' LONG) E43 GROOMING TABLE E45 X-RAY E45A X-RAY, APRON RACK E46 ULTRASOUND MACHINE E50 IDEXX ANALYZER E51 IDEXX ANALYZER E52 IDEXX PROCYTE E53 CHEMISTRY ANALYZER E54 FLUID WARMER CABINET/CART E55 AUTOCLAVE E55B AUTOCLAVE E56 ULTRASONIC CLEANER E57 GAS STERILIZERS E58 COMMERCIAL WASHER E58A WASHER E59 COMMERCIAL DRYER E59A DRYER E61 MICROWAVE E64 IDEXX VET LAB STATION E65 MOBILE WORKSTATION E66 PEDIATRIC CRIB CTRETCHER E67 MAYO STAND E70 O.R. TABLE E71 VENTILATER CART E72 ANESTHESIA MACHINE AND MONITORS E73 ELECTROSURGICAL GENERATOR E74 HEART MONITOR E75 ENDOSCOPY TOWER E76 DIGITAL CYTOLOGY E77 SEDIVUE DX E79A INSTRUMENT TABLE E85 FLUOROSCOPY E89 WATER DISTILLER E91 BLOOD ROCKER E98 WALL MOUNTED X-RAY UNIT E102 PROCESSOR E121 VACUUM, CENTRAL SYSTEM FOR PATIENT HAIR E123 CASH DRAWER E126 DISHWASHER E127A SCOPE CABINET E128 LEAD LINED DECAY CABINET E129 WASTE CABINET E131 SAFE 1/2" = 1'-0"A9.12 2 elevation - 225 mothers room PROVIDE HOLES AT 1" CENTERS FOR ADJUSTABLE SHELVES. 3/4" ADJ. PULL OUT PLAM SHELF FACTORY INSTALLED STIFFENERS OR 3/4" SOLID BACK 3/4"VARIES, SEE ELEVATIONS4"4" BASE, SEE FINISH DRAWINGS CONT. 3/4" PLYWOOD SUBBASE 1' - 7" U.N.O. MULTI-OUTLET POWER STRIP (WHITE). REFER TO MEP DWGS. 4" BACK SPLASH, SCRIBE TO WALL AND CAULK TO WALL SEE FINISH SCHEDULE FOR COUNTERTOP CONSTRUCTION 4" BACK SPLASH, SCRIBE TO WALL AND CAULK TO WALL SEE FINISH SCHEDULE FOR COUNTERTOP CONSTRUCTION. 4" BASE, SEE FINISH DRAWINGS PROVIDE HOLES AT 1" CENTERS FOR ADJUSTABLE SHELVES. 3/4" ADJ. PLAM SHELF FACTORY INSTALLED STIFFENERS OR 3/4" SOLID BACK CONT. 3/4" PLYWOOD SUBBASE 2' - 1" U.N.O.4"VARIES, SEE ELEVATIONSFACTORY INSTALLED STIFFENER OR 3/4" SOLID BACK 3/4" 4" BACK SPLASH, CAULK TO WALL, PAINT CAULK SEE FINISH SCHEDULE FOR COUNTERTOP CONSTRUCTION 3/4" MARINE PLYWOOD SUBSTRATE 3/4" PLLAM APRON 4" BASE, SEE FINISH DRAWINGS SINK AND FAUCET, SEE MEP DRAWINGS. SOLID SURFACE SINK UNDERMOUNT PLLAM SKIRT AND DEMOUNTABLE PLUMBING SHIELD, COORDINATE W/ PLUMBING DRAIN REQUIREMENTS PAINT ALL EXPOSED BACKING 2' - 1"MINIMUM CLEAR2' - 3"3"TO SINK RIM2'-10" MAXMAXIMUM7"4" BACK SPLASH, SCRIBE AND CAULK TO WALL SEE FINISH SCHEDULE FOR COUNTERTOP CONSTRUCTION. PLAM DRAWER, ALIGN WITH SINK APRON 4" BASE, SEE FINISH DRAWINGS DRAWER PULL 3/4" PLAM DOOR DOOR PULL PROVIDE HOLES AT 1" CENTERS FOR ADJUSTABLE SHELVES. 3/4" ADJ. PLAM SHELF DUST PANEL FACTORY INSTALLED STIFFENERS OR 3/4" SOLID BACK CONT. 3/4" PLYWOOD SUBBASE 2' - 1" U.N.O.4"VARIES, SEE ELEVATIONS3" FACTORY INSTALLED STIFFENER OR 3/4" SOLID BACK 4" BACK SPLASH, SCRIBE AND CAULK TO WALL. SEE FINISH SCHEDULE FOR COUNTERTOP CONSTRUCTION. 4" BASE, SEE FINISH DRAWINGS 3/4" PLAM DOOR DOOR PULL PROVIDE HOLES AT 1" CENTERS FOR ADJUSTABLE SHELVES. 3/4" ADJ. PLAM SHELF FACTORY INSTALLED STIFFENERS OR 3/4" SOLID BACK CONT. 3/4" PLYWOOD SUBBASE 2' - 1" U.N.O.4"VARIES, SEE ELEVATIONS3" 4" BACK SPLASH, SCRIBE TO WALL AND CAULK TO WALL, PAINT CAULK SEE ELEVATIONS FOR COUNTERTOP CONSTRUCTION. PLLAM DRAWER 4" BASE, SEE FINISH DRAWINGS DRAWER PULL DRAWER PULL DUST PANEL FACTORY INSTALLED STIFFENERS OR 3/4" SOLID BACK CONT. 3/4" PLYWOOD SUBBASE DRAWER PULL DRAWER PULL 2' - 1" U.N.O.4"2' - 10"4" BACK SPLASH, SCRIBE TO WALL AND CAULK TO WALL, PAINT CAULK SEE ELEVATIONS FOR COUNTERTOP CONSTRUCTION. PLLAM DRAWER 4" BASE, SEE FINISH DRAWINGS DRAWER PULL DRAWER PULL DUST PANEL FACTORY INSTALLED STIFFENERS OR 3/4" SOLID BACK CONT. 3/4" PLYWOOD SUBBASE DRAWER PULL DRAWER PULL 2' - 1" U.N.O.4"2' - 10"DUST PANEL DUST PANEL 4" BACK SPLASH, SCRIBE AND CAULK TO WALL SEE FINISH SCHEDULE FOR COUNTERTOP CONSTRUCTION. PLAM DRAWER 4" BASE, SEE FINISH DRAWINGS DRAWER PULL DRAWER PULL DUST PANEL FACTORY INSTALLED STIFFENERS OR 3/4" SOLID BACK CONT. 3/4" PLYWOOD SUBBASE DRAWER PULL DUST PANEL 3/4" PLAM DRAWER 2' - 1" U.N.O.4"VARIES, SEE ELEVATIONSTRASH RECEPTACLE, N.I.C. PLAM DRAWER DRAWER PULL 4" BACK SPLASH, SCRIBE AND CAULK TO WALL SEE FINISH SCHEDULE FOR COUNTERTOP CONSTRUCTION. 8" DIAMETER OPENING IN TOP WITH EASED EDGES. DOES NOT OCCUR ALL INSTANCES, REFER TO ELEVATIONS. FACTORY INSTALLED STIFFENERS OR 3/4" SOLID BACK 2' - 1" 4" BASE, SEE FINISH DRAWINGS CONT. 3/4" PLYWOOD SUBBASE VARIES, SEE ELEVATIONSSEE FINISH SCHEDULE FOR COUNTERTOP CONSTRUCTION. PLAM DRAWER 4" BASE, SEE FINISH DRAWINGS DRAWER PULL DRAWER PULL DUST PANEL FACTORY INSTALLED STIFFENERS OR 3/4" SOLID BACK CONT. 3/4" PLYWOOD SUBBASE DRAWER PULL DRAWER PULL VARIES, SEE ELEVATIONS4" BACK SPLASH, SCRIBE AND CAULK TO WALL EQEQEQEQEQEQ4" BACK SPLASH, SCRIBE TO WALL AND CAULK TO WALL SEE FINISH SCHEDULE FOR COUNTERTOP CONSTRUCTION. 4" BASE, SEE FINISH DRAWINGS PROVIDE HOLES AT 1" CENTERS FOR ADJUSTABLE SHELVES. 3/4" ADJ. PLAM SHELF FACTORY INSTALLED STIFFENERS OR 3/4" SOLID BACK CONT. 3/4" PLYWOOD SUBBASE 2' - 1" U.N.O.4"VARIES, SEE ELEVATIONSFACTORY INSTALLED STIFFENER OR 3/4" SOLID BACK 3/4" PLAM DRAWER, ALIGN WITH SINK APRON DRAWER PULL DUST PANEL © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 MILLWORK DETAILS 04 MARCH 2022 A9.20MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION1 1/2" = 1'-0"A9.20 1 section OC - charging storage 1 1/2" = 1'-0"A9.20 2 section OB - open face base cab 1 1/2" = 1'-0"A9.20 3 sect SBS- sink base cab (non ada) 1 1/2" = 1'-0"A9.20 4 sect - DD - drawer/door base cab 1 1/2" = 1'-0"A9.20 5 section D - door base cabinet 1 1/2" = 1'-0"A9.20 7 sect 4ED - 4 eq drawer base cab 1 1/2" = 1'-0"A9.20 8 section 4D - 4 drawer base cab 1 1/2" = 1'-0"A9.20 10 section 3D - 3 drawer base cab 1 1/2" = 1'-0"A9.20 11 section - 1D - 1 drawer base cab 1 1/2" = 1'-0"A9.20 6 sect - 6ED - 6 eq drawer base cab 1 1/2" = 1'-0"A9.20 9 sect DO-drawer / open face base SEE FINISH SCHEDULE FOR COUNTERTOP CONSTRUCTION. 2" X 2" X 1/4" MTL. ANGLE BRACE - SEE DETAIL 3/A9.22 BOLTED TO WOOD STUDS REMOVABLE 3/4" PLAM PANEL BASE - SEE FINISH SCHEDULE 2 X 4 FRT WOOD STUDS STOCK WIRE MANAGER - SEE SPECS. ELECTRICAL/DATA OUTLET - SEE ELEVATIONS AND MEP DRAWINGS. ACCESS GROMMET, SEE DETAIL 3' - 6"8"2' - 10"4' - 8" PLAM BACKSPLASH ELECTRICAL OUTLET - SEE ELEVATIONS AND MEP DRAWINGS. STOCK WIRE MANAGER - SEE SPECS. ELECTRICAL/DATA OUTLET - SEE ELEVATIONS AND MEP DRAWINGS. ACCESS GROMMET, SEE DETAIL 2" X 2" X 1/4" MTL. ANGLE BRACE - SEE DETAIL 3/A9.22 BOLTED TO WOOD STUDS BASE - SEE FINISH SCHEDULE REMOVABLE 3/4" PLAM PANEL SEE FINISH SCHEDULE FOR COUNTERTOP CONSTRUCTION.3' - 0"SEE FINISH SCHEDULE FOR COUNTERTOP CONSTRUCTION REMOVABLE 3/4" PLAM PANEL ELECTRICAL/DATA OUTLET - SEE ELEVATIONS AND MEP DRAWINGS. BASE - SEE FINISH SCHEDULE 2 X 4 FRT WOOD STUDS ACCESS GROMMET, SEE DETAIL 3/4" PLAM PANEL WOOD SUBFRAME ELECTRICAL OUTLET - SEE MEP DRAWINGS. ANCHOR LEG TO FLOOR STUB UP FOR ELECT CONNECTION - SEE MEP 1" 2' - 7"3' - 0"4"1 1/2"SEE FINISH SCHEDULE FOR COUNTERTOP CONSTRUCTION ACCESS GROMMET, SEE DETAIL REMOVABLE 3/4" PLAM PANEL ELECTRICAL/DATA OUTLET - SEE MEP DRAWINGS. BASE - SEE FINISH SCHEDULE 3/4" PLAM PANEL 3/4" PLAM SKIRT WOOD SUBFRAME 1" 1" 2 A9.21 2" X 2" X 1/4" MTL. ANGLE BRACE - SEE DETAIL 3/A9.22 BOLTED TO WOOD STUDS REMOVABLE 3/4" PLAM PANEL VINYL BASE 2 X 4 FRT WOOD STUDS STOCK WIRE MANAGER - SEE SPECS. ELECTRICAL/DATA OUTLET - SEE ELEVATIONS AND MEP DRAWINGS. ACCESS GROMMET, SEE DETAIL 3' - 6"SEE FINISH SCHEDULE FOR COUNTERTOP CONSTRUCTION. SEE FINISH SCHEDULE FOR COUNTERTOP CONSTRUCTION. PLAM DRAWER 4" BASE, SEE FINISH DRAWINGS DRAWER PULL DRAWER PULL DUST PANEL FACTORY INSTALLED STIFFENERS OR 3/4" SOLID BACK CONT. 3/4" PLYWOOD SUBBASE DRAWER PULL DUST PANEL 3/4" PLAM DRAWER 8 1/2"2' - 9 1/2"PLAM BACKSPLASH 2" X 2" X 1/4" MTL. ANGLE BRACE - SEE DETAIL 3/A9.22 BOLTED TO WOOD STUDS REMOVABLE 3/4" PLAM PANEL 3/4" PLAM PANEL STOCK WIRE MANAGER - SEE SPECS. ELECTRICAL/DATA OUTLET - SEE ELEVATIONS AND MEP DRAWINGS. BASE - SEE FINISH SCHEDULE BASE - SEE FINISH SCHEDULE 2 X 4 FRT WOOD STUDS FRT WOOD BLOCKING ACCESS GROMMET, SEE DETAIL 1' - 1 1/2"2' - 10"1/2" PLAM BACKSPLASH TACK SURFACE (SEE SPEC)1 1/2"4" 2' - 6 1/4"8 1/4" 5 1/4" 1/2" FRT PLYWOOD 3/4" FRY REGLET CORNER REVEAL JOINT1' - 2"3/4" FRY REGLET REVEAL JOINT SEE FINISH SCHEDULE FOR COUNTERTOP CONSTRUCTION SEE FINISH SCHEDULE FOR COUNTERTOP CONSTRUCTION SEE FINISH SCHEDULE FOR COUNTERTOP CONSTRUCTION 2" X 2" X 1/4" MTL. ANGLE BRACE - SEE DETAIL 3/A9.22 BOLTED TO WOOD STUDS REMOVABLE 3/4" PLAM PANEL 3/4" PLAM PANEL STOCK WIRE MANAGER - SEE SPECS. ELECTRICAL/DATA OUTLET - SEE ELEVATIONS AND MEP DRAWINGS. BASE - SEE FINISH SCHEDULE BASE - SEE FINISH SCHEDULE 2 X 4 FRT WOOD STUDS FRT WOOD BLOCKING ACCESS GROMMET, SEE DETAIL 1' - 1 1/2"2' - 10"2' - 10"4 1/2" 8 1/4"4" 3/4" FRY REGLET REVEAL JOINT 3/4" FRY REGLET REVEAL JOINT SEE FINISH SCHEDULE FOR COUNTERTOP CONSTRUCTION 4" BACK SPLASH, SCRIBE TO WALL AND CAULK TO WALL, PAINT CAULK SEE FINISH SCHEDULE FOR COUNTERTOP CONSTRUCTION. HEAVY DUTY CONCEALED ANGLE BRACKETS, SEE DETAIL 3/A9.22. 4" BASE, SEE FINISH SCHEDULE FRT WOOD WALL CLEAT, PAINT TO MATCH WALL COLOR, TYPICAL ALL EXPOSED SUPPORT FRAMING SUPPORT FRAMING, TYPICAL 2' - 1" U.N.O.SEE ELEVATIONVARIES4"ACCESS GROMMET. SEE FINISH SCHEDULE FOR COUNTERTOP CONSTRUCTION 2" X 2" X 1/4" MTL. ANGLE BRACE - SEE DETAIL 3/A9.22 BOLTED TO WOOD STUDS REMOVABLE 3/4" PLAM PANEL 3/4" PLAM PANEL STOCK WIRE MANAGER - SEE SPECS. ELECTRICAL/DATA OUTLET - SEE ELEVATIONS AND MEP DRAWINGS. BASE - SEE FINISH SCHEDULE BASE - SEE FINISH SCHEDULE 2 X 4 FRT WOOD STUDS FRT WOOD BLOCKING ACCESS GROMMET, SEE DETAIL 2' - 6"3/4" FRY REGLET REVEAL JOINT 3/4" FRY REGLET REVEAL JOINT 1' - 0" 3' - 0" MICROWAVE, N.I.C. 4" BACK SPLASH, SCRIBE AND CAULK TO WALL SEE FINISH SCHEDULE FOR COUNTERTOP CONSTRUCTION. 4" BASE, SEE FINISH DRAWINGS 3/4" PLAM SHELF FACTORY INSTALLED STIFFENERS OR 3/4" SOLID BACK CONT. 3/4" PLYWOOD SUBBASE ELECTRICAL OUTLET, CUT IN FIELD. SEE MEP DRAWING 2' - 1" U.N.O.4"VARIES, SEE ELEVATIONS1' - 5"3/4" PLAM DRAWER DRAWER PULL U/S CLEANER, N.I.C. 4" BACK SPLASH, SCRIBE AND CAULK TO WALL SEE FINISH SCHEDULE FOR COUNTERTOP CONSTRUCTION. 4" BASE, SEE FINISH DRAWINGS FACTORY INSTALLED STIFFENERS OR 3/4" SOLID BACK CONT. 3/4" PLYWOOD SUBBASE ELECTRICAL OUTLET, CUT IN FIELD. SEE MEP DRAWING 2' - 1" U.N.O.4"VARIES, SEE ELEVATIONS3"1' - 0"F.V. WITH EQUIPMENT 1' - 0" 3/4" PLAM DRAWER DRAWER PULL 3/4" PLAM SHELF © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 MILLWORK DETAILS 04 MARCH 2022 A9.21MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION1 1/2" = 1'-0"A9.21 1 section - base cab work ctr - open 1 1/2" = 1'-0"A9.21 2 section - ICU - work table 1 1/2" = 1'-0"A9.21 3 section / elev - ICU - work table 1 1/2" = 1'-0"A9.21 5 section - base cab work ctr w/ cab 1 1/2" = 1'-0"A9.21 6 reception - work counter w/ transaction top 1 1/2" = 1'-0"A9.21 7 reception - ADA work counter 1 1/2" = 1'-0"A9.21 8 section - countertop 1 1/2" = 1'-0"A9.21 9 section - check out area 1 1/2" = 1'-0"A9.21 10 section MWB - mircowave base cabinet 1 1/2" = 1'-0"A9.21 11 section - MW - base cabinet for u/s cleaner EASE ALL EDGES. PAINT PER ARCH PROVIDE METAL STUDS AT 16" OC. OR AS NEEDED FOR COUNTERTOP BRACE. 2x2x1/4"STEEL BRACE AT 2'-8" O.C. UNO, BOLTED TO METAL STUDS. SEE DETAIL 3/A9.22. 1 1/2" PLAM SHELF SEALANT AT PENETRATION, PAINT 2' - 6"3"4"6"VIF. 2' - 8" WIRE CAGES FURNISHED BY OWNER1 3/4"+/-CONFIRM CAGE HEIGHT WITH OWNER / VENDOR6' - 7" U.N.OMULTI-OUTLET POWER STRIP (WHITE). REFER TO MEP DWGS.3/4" PLAM DOOR DOOR PULL 3/4" ADJ. PLAM SHELF ACOUSTICAL CEILING, SEE RCP PLAN FOR HEIGHT FINISHED TOP 3"SEE ELEVATION2' - 5 255/256"4' - 6"3/4" ADJ. PLAM SHELF FIXED SHELF FIXED SHELF 2' - 0" NOTE: SEE ELEVATION FOR NUMBER OF ADJUSTABLE SHELVES FACTORY INSTALLED STIFFENERS OR 3/4" SOLID BACK EASE ALL EDGES. PAINT PER ARCH 2x2x1/4"STEEL BRACE AT 2'-8" O.C. UNO, BOLTED TO METAL STUDS. SEE DETAIL 3/A9.22. COUNTERTOP, PLAM U.N.O. ON PLANS / ELEVATIONS. SEALANT AT PENETRATION, PAINT 2' - 6"3"4"1"6"WIRE CAGES FURNISHED BY OWNER CONFIRM CAGE HEIGHT WITH OWNER / VENDOR3' - 6"MULTI-OUTLET POWER STRIP (WHITE). REFER TO MEP DWGS. FACTORY INSTALLED STIFFENERS OR 3/4" SOLID BACK ACOUSTICAL CEILING, SEE RCP PLAN FOR HEIGHT FINISHED TOP MICROWAVE (weight, color) N.I.C. ELECTRICAL OUTLET, CUT IN FIELD. SEE MEP DRAWING 1' - 6 1/2"VARIES, SEE ELEVATION3/4" PLAM DOOR DOOR PULL ALIGN WITH TOP OF DOOR FRAME UNO3/4" PLAM DOOR DOOR PULL PROVIDE HOLES AT 1" CENTERS FOR ADJUSTABLE SHELVES. (2) 3/4" ADJ. PLAM SHELVES FACTORY INSTALLED STIFFENERS OR 3/4" SOLID BACK ACOUSTICAL CEILING, SEE RCP PLAN FOR HEIGHT 1' - 2" 3/4"VARIES, SEE ELEVATIONALIGN WITH TOP OF DOOR FRAME UNOFINISHED TOP ACOUSTICAL CEILING, SEE RCP PLAN FOR HEIGHT PROVIDE HOLES AT 1" CENTERS FOR ADJUSTABLE SHELVES. (2) 3/4" ADJ. PLAM SHELVES FACTORY INSTALLED STIFFENERS OR 3/4" SOLID BACK FINISHED TOP VARIES, SEE ELEVATIONALIGN WITH TOP OF DOOR FRAME UNO3/4" 1' - 1 1/4" SEE FINISH SCHEDULE FOR COUNTERTOP CONSTRUCTION. 4" BASE, SEE FINISH DRAWINGS PROVIDE HOLES AT 1" CENTERS FOR ADJUSTABLE SHELVES. 3/4" ADJ. PLAM SHELF CONT. 3/4" PLYWOOD SUBBASE 1' - 1 1/8"4 7/8" 4" BASE, SEE FINISH DRAWINGS MAKE ROUGH OPENING 1/4" MORE THAN CABINET. TRIM W/MTL J-BEAD. CAULK JOINT. PAINT TO MATCH WALL 4" BACK SPLASH, SCRIBE AND CAULK TO WALL.2' - 10"FRT WD BLKG TO SECURE CABINET TO FLOOR 1' - 6" FINGER PULL 3/4" PLAM SLIDING DOORS DOOR PULL 3/4" PLAM SHELF MAKE ROUGH OPENING 1/4" MORE THAN CABINET. TRIM W/MTL J-BEAD. CAULK JOINT. PAINT TO MATCH WALL PLAM BOX ON 3/4" SUBSTRATE 7' - 2"1' - 0"4' - 4"2' - 10"SEE FINISH SCHEDULE FOR COUNTERTOP CONSTRUCTION. 4" BASE, SEE FINISH DRAWINGS PROVIDE HOLES AT 1" CENTERS FOR ADJUSTABLE SHELVES. 3/4" ADJ. PLAM SHELF CONT. 3/4" PLYWOOD SUBBASE ADJUSTABLE SHELF 10" FIXED CENTER SHELF 1/4" BY-PASSING TEMP GLASS PANELS IN ALUM I-GUIDES W/ SILENCING INSERTS. RECESS BOT GUIDE, SURFACE MOUNT UPPER GUIDE ADJUSTABLE SHELF 1' - 6" 4" BASE, SEE FINISH DRAWINGS FINGER PULL FRT WD BLKG TO SECURE CABINET TO FLOOR BOX BEAM @ HEAD OF OPENING - PROVIDE VERTICAL SUPPORTS AT JAMBS 3/4" PLAM SLIDING DOORS ADJUSTABLE SHELF ADJUSTABLE SHELF 3/4" ADJ. PLAM SHELF DOOR PULL 3/4" PLAM SHELF © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 MILLWORK DETAILS 04 MARCH 2022 A9.22MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION1 1/2" = 1'-0"A9.22 1 section - kennel typical 1 1/2" = 1'-0"A9.22 2 section - TC tall cabinet 1 1/2" = 1'-0"A9.22 5 section - kennel low 1 1/2" = 1'-0"A9.22 6 section MC - microwave wall cabinet 1 1/2" = 1'-0"A9.22 7 section HD - upper cabinet 1 1/2" = 1'-0"A9.22 8 section O - open upper cabinet 1 1/2" = 1'-0"A9.22 4 section - OR cabinet pass through 1 1/2" = 1'-0"A9.22 3 section ORPT - or pass through 2' - 6"2' - 6"COUNTERTOP ABOVE OUTLET OUTLET TABLE. SEE FF&E PLAN.2' - 4"TABLE. SEE FF&E PLAN. 2' - 4" 3 A9.23 7 A9.23 7 A9.23 6 A9.23 6 A9.23OUTLETOUTLET OUTLETOUTLETOUTLETOUTLET3/4" 1"2' - 4"1"3' - 6"OUTLET, SEE MEP DRAWINGS ELEC PATH 3 1/2"4"SEE FINISH SCHEDULE FOR COUTERTOP MATERIAL. PROVIDE HOLES AT 1" CENTERS FOR ADJUSTABLE SHELVES. 3/4" ADJ. PLAM SHELF 4" BASE, SEE FINISH DRAWINGS CONT. 3/4" PLYWOOD SUBBASE 3/4" 5 A9.23 3/4"3/4" 1"2' - 4"1"3' - 6"OUTLET, SEE MEP DRAWINGS ELEC PATH 3 1/2"4"SEE FINISH SCHEDULE FOR COUTERTOP MATERIAL. PROVIDE HOLES AT 1" CENTERS FOR ADJUSTABLE SHELVES. 3/4" ADJ. PLAM SHELF 4" BASE, SEE FINISH DRAWINGS CONT. 3/4" PLYWOOD SUBBASE 9 A9.23 5 A9.23 3/4"2' - 2 1/2"3/4" 3/4" ADJ. PLAM SHELF PROVIDE HOLES AT 1" CENTERS FOR ADJUSTABLE SHELVES. 4" BASE, SEE FINISH DRAWINGS 1"2' - 4"1"3' - 6"2' - 6"SEE FINISH SCHEDULE FOR COUTERTOP MATERIAL. OUTLET 9 A9.23 4" BASE, SEE FINISH DRAWINGS 2' - 4"3' - 6"TABLE. SEE FF&E PLAN.3' - 0"SEE FINISH SCHEDULE FOR COUTERTOP MATERIAL. OUTLET 9 A9.23 4" BASE, SEE FINISH DRAWINGS SEE FINISH SCHEDULE FOR COUTERTOP MATERIAL. 1"2' - 4"1"3' - 6"2' - 6" OUTLET LEASH TIE 9 A9.23 CENTRAL FUR VACUUM DOOR INLET VALVE 2' - 6"2' - 6"COUNTERTOP ABOVE OUTLET OUTLET TABLE. SEE FF&E PLAN.2' - 4"TABLE. SEE FF&E PLAN. 2' - 4" 4 A9.23 OUTLETOUTLETOUTLETOUTLETOUTLETOUTLET7 A9.23 7 A9.23 6 A9.23 8 A9.23 BASE - SEE FINISH SCHEDULE GYP. BD. DROP SOFFIT (PAINT) FRT WOOD BLOCKING RECESSED SINGLE ALUMINUM TOP TRACK 3/8" SAFETY GLASS (FROSTED)ALUMINUM BOTTOM TRACK, RECESSED INTO TOP. SEE FINISH SCHEDULE FOR COUNTERTOP CONSTRUCTION 3/4" PLAM PANEL - PLAM-1 SEE ELEVATIONS AND FINISH SCHEDULE FOR CAP MATERIAL.2' - 6"2' - 6"6"1' - 0"3' - 4".3' - 8"SEE FINISH SCHEDULE FOR COUNTERTOP CONSTRUCTION 3 5/8" MTL STUDS TO STRUCTURE ABOVE - BRACE AS REQUIREDACOUSTICAL CEILING, SEE RCP FOR HEIGHT SEALANT BASE - SEE FINISH SCHEDULE FRT WOOD BLOCKING BTW STUDS. FRT WOOD WALL CLEAT, PAINT TO MATCH WALL COLOR. BRACE LOW WALL AS REQUIRED. SEE SPECIFICATIONS FOR PARTIAL WALL FRAMING SYSTEM. GYP. BD. SOFFIT BEYOND ALIGN 1/2"1/2" 3/4" PLAM PANEL - PLAM-1 2 X 4 FRT WOOD STUDS 3/4" PLAM PANEL - PLAM-1 3/4" PLAM PANEL - PLAM-1 SEE FINISH SCHEDULE FOR COUNTERTOP CONSTRUCTION. SLIDING GLASS FRAME FIRE TREATED WOOD BLOCKING 3/8" PLAM REVEAL 5/8" GYPSUM WALLBOARD ON MTL STUDS - SEE PLAN FOR PARTITION TYPE 1' - 6" U.N.O.SLIDING GLASS DOORS RECESS TRACK INTO COUNTER 2" X 2" X 1/4" MTL. ANGLE BRACE - SEE DETAIL 2/A9.24 © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 MILLWORK DETAILS 04 MARCH 2022 A9.23MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION1 1/2" = 1'-0"A9.23 5 plan detail - ICU exam table 1 1/2" = 1'-0"A9.23 3 ICU exam table - millwork section 1 1/2" = 1'-0"A9.23 4 exam table - millwork section 1 1/2" = 1'-0"A9.23 6 elevation - exam table pre-op 1 1/2" = 1'-0"A9.23 7 elevation - exam table pre-op 1 1/2" = 1'-0"A9.23 8 elevation - exam table 1 1/2" = 1'-0"A9.23 9 plan detail - exam table 1 1/2" = 1'-0"A9.23 1 check out area glass wall 3" = 1'-0"A9.23 2 section - laundry counter GYP. BOARD PARTITION - PATCH AS REQUIRED AND PAINT ENTIRE WALL TO MATCH ROOM F.R.T. 2x WOOD STUD SAME THICKNESS AS METAL STUD, FULL HEIGHT OF WALL. EXG. (OR NEW 18 GA.) METAL STUD (ADD AS REQUIRED FOR CORRECT LOCATION OF ANGLES) 2" X 2" X 1/4" STEEL ANGLE BRACE AT 2'-8" O.C. WITH GUSSET PLATE BOLTED TO STUDS EASE ALL EDGES. PAINT PER ARCH PROVIDE METAL STUDS AT 16" OC. OR AS NEEDED FOR COUNTERTOP BRACE. 2x2x1/4"STEEL BRACE AT 2'-8" O.C. UNO, BOLTED TO METAL STUDS. SEE DETAIL ON THIS SHEET. 4" HIGH BACKSPLASH, SCRIBE TO WALL (OR AS NOTED ON ELEVS.) OUTLINE OF SHELF/COUNTERTOP SEALANT AT PENETRATION, PAINT 1' - 6"3"4" VARIES - SEE ELEVATIONS SEE ELEVATIONSVARIES* * PROVIDE REMOVABLE GROMMET COVER, COORDINATE 3" ± OPENING W/COVER NOTE: COORDINATE SIZE AND LOCATION WITH OWNER * BACKSPLASH 3"2"1' - 0" STANDARDS @ 24"-32" O.C., SCREW TO VERT BLOCKING IN WALL PLAM ON 3/4" PART BD SHELF AND 3/4" x 1 1/2" SOLID WD NOSING DRILL HOLE IN SHELF TO RECESS TIP OF BRACKET SHELF BRACKET, 2" LESS THAN WIDTH OF SHELF HEAVY DUTY 3/4" PLLAM SHELF, WITH END PANELS AND BRACES EVERY 2'-8" ON CENTER MANUFACTURERS COAT ROD AND BRACKET, SEE SPECIFICATIONS 1' - 0"9"5'-0" AFFMANUFACTURERS COAT ROD AND BRACKET, SEE SPECIFICATIONS 3'-11" AFF9"© 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 MILLWORK DETAILS 04 MARCH 2022 A9.24MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION3" = 1'-0"A9.24 5 detail - angle brace at partition 1 1/2" = 1'-0"A9.24 4 section - countertop brace 3" = 1'-0"A9.24 3 detail - access grommet 1 1/2" = 1'-0"A9.24 2 detail section - adj shlvs 1 1/2" = 1'-0"A9.24 1 section - coat rod and shelves SEALANT, TYP. NOTE: ALL DOOR FRAMES TO BE HELD 6" FROM WALL ON HINGE SIDE UNLESS NOTED OTHERWISE SEE PLANSVARIESSEE NOTE 6" SEALANT GROUT JAMB SOLID 3 5/8"-16 GA. MET. STUD NOTE #1: HEAD DETAIL IS SIMILAR NOTE #2: SEE WALL TYPE LEGEND AND FLOOR PLANS FOR LOCATIONS OF THICKER WALLS AND ADJUST FRAME ACCORDINGLY. SEE SHEET G0.1 FOR PARTITION TYPES 1/2"2" 2 5/8"5 7/8"EQ.EQ.SEE NOTE #24 7/8"SEALANT 3 5/8"-16 GA. MET. STUD NOTE #1: HEAD DETAIL IS SIMILAR NOTE #2: SEE WALL TYPE LEGEND AND FLOOR PLANS FOR LOCATIONS OF THICKER WALLS AND ADJUST FRAME ACCORDINGLY. SEE SHEET G0.1 FOR PARTITION TYPES 1/2"2" 2 5/8"5 7/8"EQ.EQ.SEE NOTE #24 7/8"1/4" THICK TEMPERED OR FIRE RATED GLASS H.M. STOP 3 5/8"-16 GA. MET. STUD NOTE #1: HEAD DETAIL IS SIMILAR NOTE #2: SEE WALL TYPE LEGEND AND FLOOR PLANS FOR LOCATIONS OF THICKER WALLS AND ADJUST FRAME ACCORDINGLY. 2" 2 5/8"5 7/8"EQ.EQ.1/4" THICK TEMPERED OR FIRE RATED GLASS H.M. STOP SEALANT GROUT JAMB SOLID 3 5/8"-16 GA. MET. STUD NOTE #1: HEAD DETAIL IS SIMILAR NOTE #2: SEE WALL TYPE LEGEND AND FLOOR PLANS FOR LOCATIONS OF THICKER WALLS AND ADJUST FRAME ACCORDINGLY. NOTE #3: SEE FLOOR PLANS FOR THICKNESS OF LEAD LINING REQUIRED SEE SHEET G0.1 FOR PARTITION TYPES 1/2"2" 2 5/8"5 7/8"EQ.EQ.SEE NOTE #24 7/8"LEAD LINING SEALANT 3 5/8"-16 GA. MET. STUD NOTE #1: HEAD DETAIL IS SIMILAR NOTE #2: SEE WALL TYPE LEGEND AND FLOOR PLANS FOR LOCATIONS OF THICKER WALLS AND ADJUST FRAME ACCORDINGLY. NOTE #3: SEE FLOOR PLANS FOR THICKNESS OF LEAD LINING. SEE SHEET G0.1 FOR PARTITION TYPES 1/2"2" 2 5/8"5 7/8"EQ.EQ.SEE NOTE #24 7/8"LEAD LINED GLASS H.M. STOP LEAD LINING NEW HOLLOW METAL DOOR FRAME NEW HOLLOW METAL DOUBLE ACTING FRAME FLUSH DOOR W/NARROW LITE FLUSH DOOR W/ HALF LITE FLUSH DOOR 8"8"8" OPENING WIDTHOPENING WIDTHOPENING WIDTH OPENING HEIGHTOPENING HEIGHTOPENING HEIGHT8"MAX PER ANSI 404.2.103' - 7"FL FLNVP FLHG A B 3 3 6"8"3' - 4"- LEAD LINED DOORS TO HAVE LEAD LINED GLASS PER PHYSICIST'S REPORT ** NEW HOLLOW METAL DOOR / B.L. FRAME C 3 6 4 * * GLASS - LAMINATED AND FULLY TEMPERED 1/4" GLASS, TYPICAL 4 3' - 0"3' - 4"3' - 10"HOLLOW METAL B.L. FRAME BL-A 4 * 5 5 4 4' - 0"3' - 4"3' - 10"HOLLOW METAL B.L. FRAME BL-B 4 *4 6' - 0"3' - 4"3' - 10"HOLLOW METAL B.L. FRAME BL-C 4 *8 6' - 0"3' - 4"3' - 10"HOLLOW METAL B.L. FRAME LEAD LINED PER PHYSICIST'S REPORT BL-D 8 *9 3' - 4"3' - 10"SLIDING WINDOW W/ TOP & BOTTOM TRACK PROVIDE LOCK BL-E 9 * * 3' - 0"3' - 0" BL-F 9 3' - 0"3' - 2"4' - 0"* SLIDING WINDOW W/ TOP & BOTTOM TRACK PROVIDE LOCK 2 A9.23 NEW HALF-HEIGHT DOOR FRAME HH 3 SEE SCHEDULESEALANT GROUT JAMB SOLID 3 5/8"-16 GA. MET. STUD NOTE #1: HEAD DETAIL IS SIMILAR NOTE #2: SEE WALL TYPE LEGEND AND FLOOR PLANS FOR LOCATIONS OF THICKER WALLS AND ADJUST FRAME ACCORDINGLY. SEE SHEET A0.02 FOR PARTITION TYPES 5 7/8"2"1/2"1/2"SEE NOTE #24 7/8"SLIDING GLASS FRAME 1/4" TEMPERED LAMINATED GLASS FIRE TREATED WOOD BLOCKING 3/8" PLAM REVEAL METAL STUDS TO STRUCTURE ABOVE SEE FINISH SCHEDULE FOR SILL CAP MATERIAL AND CONSTRUCTION 5/8" GYPSUM WALLBOARD ON MTL STUDS - SEE PLAN FOR PARTITION TYPE RECESSED SLIDING GLASS FRAME 5/8" GYPSUM WALLBOARD METAL STUD BRACING FIRE TREATED WOOD BLOCKING © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 DOOR SCHEDULE & DETAILS 04 MARCH 2022 A10.00MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONA. REFER TO SPECIFICATIONS FOR MORE INFORMATION REGARDING DOOR HARDWARE SETS. DOOR GENERAL NOTES A. 1/4" CLEAR GLAZING. GLAZING SCHEDULE 3" = 1'-0"A10.00 2 detail - typical door jamb location 3" = 1'-0"A10.00 3 detail - typical h.m. door frame 3" = 1'-0"A10.00 4 detail - typical b.l. jamb 3" = 1'-0"A10.00 6 detail - h.m. door / b.l. jamb 3" = 1'-0"A10.00 7 detail - lead lined h.m. door frame 3" = 1'-0"A10.00 8 detail - lead lined b.l. jamb 1/4" = 1'-0"A10.00 1 elevation - door and frame types 3" = 1'-0"A10.00 5 detail - double acting door frame 3" = 1'-0"A10.00 9 detail - sliding glass window BACKER ROD AND SEALANT NEW STOREFRONT SYSTEM TO MATCH EXISTING AUTOMATIC SLIDING ENTRY SYSTEM BACKER ROD AND SEALANT SHIM AS REQUIRED 1/4" AUTOMATIC SLIDING ENTRY SYSTEM BACKER ROD AND SEALANT SHIM AS REQUIREDTREATED WOOD BLOCKING DBL STUDS AT JAMBS 5/8" GWB ON 6" METAL STUDS 1/4"ALIGN EXTERIORINTERIOR AUTO-DOOR HEAD BACKER ROD AND SEALANT BACKER ROD AND SEALANT SHIM AS NECESSARY ROUGH OPENING8'-0 1/2" FV1/2"7'-11 3/4".1/4"RECESSED THRESHOLD FIELD VERIFY IF EXISTING STOREFRONT TRANSOM CAN BE USED. IF NOT REPLACE WITH NEW TO MATCH EXISTING. SLIDING DOOR FINISHED FLOOR EMERGENCY BREAKOUT SIDELIGHT GLAZING "IG-1", SEE A10.00 EXTERIORINTERIOR AUTO-DOOR HEAD BACKER ROD AND SEALANT BACKER ROD AND SEALANT SHIM AS NECESSARY ALIGN 1/2"7'-11 3/4".1/4"RECESSED THRESHOLD FINISHED FLOOR 6" BOX BEAM HEADER 5/8" GWB ON 6" METAL STUDS TREATED WOOD BLOCKING SLIDING DOOR EMERGENCY BREAKOUT SIDELIGHT ROUGH OPENING8'-0 1/2".GLAZING "GL-1", SEE A10.00 © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 DOOR SCHEDULE 04 MARCH 2022 A10.01MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONDOOR SCHEDULE DOOR NO From Room: Name DOOR OPENING SIZE DOOR TYPE DOOR MATL FINISH FRAME TYPE FRAME MATL FINISH LABEL (MINS) DETAIL HDWR SET REMARKSWIDTH HEIGHT 221A PRIVATE WORK 3' - 0" 7' - 0" FL S.C. WOOD PAINTED A H.M.PAINTED - - - 3/A10.00 - - - POCKET DOOR (PASSAGE SET) 222 J.C. 5' - 0" 7' - 0" FL S.C. WOOD PAINTED A H.M. PAINTED - - - 3/A10.00 16 PASSAGE SET, EVEN PAIR, 3/4HR RATED 223 CENTRAL SUPPLY 4' - 0" 7' - 0" FL S.C. WOOD PAINTED A H.M. PAINTED - - - 3/A10.00 - - - 3/4 HR RATING, PASSAGE SET - CLOSER WITH HOLD OPEN OPTION KICKPLATE, BOTH SIDES 225 MOTHERS ROOM 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 04 PRIVACY SET 226 IT 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 04 STOREROOM SET 227T RR 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 04 PRIVACY SET 228T RR 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 04 PRIVACY SET 229T WELLNESS 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 04 PRIVACY SET 230 BREAK ROOM 6' - 0" 7' - 0" FLHG S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PASSAGE SET 231 KITCHENETTE 3' - 0" 7' - 0" FLHG S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PASSAGE SET 232 CONFERENCE ROOM 3' - 0" 7' - 0" FLNVP S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PASSAGE SET 238 STAIR 3' - 0" 7' - 0" FL S.C. WOOD PAINTED A H.M. PAINTED - - - 3/A10.00 - - - 3/4 HR FIRE RATED, PASSAGE SET - CLOSER WITH HOLD OPEN OPTION KICKPLATE, BOTH SIDES X120 CORRIDOR 3' - 0" 7' - 0" FLHG S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 02 CARD READER, BOTH SIDES, FILM X130 CORRIDOR 3' - 0" 7' - 0" FLHG S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 02 CARD READER, BOTH SIDES, FILM X140 CORRIDOR 3' - 0" 7' - 0" FLHG S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 02 CARD READER, BOTH SIDES, FILM X210 CORRIDOR 5' - 11" 7' - 5 1/4" ALGL ANOD ALUM C ANOD ALUM - - - - - - 06 SLIDING AUTOMATIC ENTRANCE SYSTEM X220 CORRIDOR 3' - 0" 7' - 0" FL H.M. PAINTED A H.M. PAINTED - - - - - - - - - 3/4 HR. RATED FIRE DOOR, HOLD OPEN X240A CORRIDOR 5' - 8" 7' - 0" FL S.C. WOOD PAINTED A H.M. PAINTED - - - 3/A10.00 16 3/4 HR. RATED FIRE DOOR, HOLD OPEN X240B CORRIDOR 5' - 0" 7' - 0" FL S.C. WOOD PAINTED A H.M. PAINTED - - - 3/A10.00 16 3/4 HR. RATED FIRE DOOR, HOLD OPEN DOOR SCHEDULE DOOR NO From Room: Name DOOR OPENING SIZE DOOR TYPE DOOR MATL FINISH FRAME TYPE FRAME MATL FINISH LABEL (MINS) DETAIL HDWR SET REMARKSWIDTH HEIGHT 001 VESTIBULE 7' - 0" 7' - 0" AUTO DARK BRONZE AUTO DARK BRONZE - - - - - - 01 - - - 002 WAITING ROOM 7' - 0" 7' - 0" AUTO DARK BRONZE AUTO DARK BRONZE - - - - - - 01 - - - 004 ISOLATION 3' - 0" 7' - 0" FLHG H.M. PAINTED A H.M. PAINTED - - - - - - - - - - - - 005 ICU 3' - 0" 7' - 0" FLHG H.M. PAINTED A H.M. PAINTED - - - - - - - - - PASSAGE SET - KICKPLATE, BOTH SIDES 006 WARD 3' - 0" 7' - 0" FLFG DARK BRONZE SF H.M. PAINTED - - - - - - - - - PASSAGE SET 007 MECH 3' - 6" 7' - 0" FL H.M. PAINTED A H.M. PAINTED - - - - - - - - - - - - 008 STAIR 3' - 0" 7' - 0" FLFG DARK BRONZE SF H.M. PAINTED - - - - - - - - - - - - 009 CORRIDOR 3' - 0" 7' - 3" FLFG DARK BRONZE SF H.M. PAINTED - - - - - - - - - - - - 010 RECEIVING / MORGUE 4' - 0" 7' - 0" FL H.M. PAINTED A H.M. PAINTED - - - - - - - - - FISH EYE 011 ELECT. 4' - 0" 7' - 0" FL H.M. PAINTED A H.M. PAINTED - - - - - - - - - FISH EYE 012 CORRIDOR 3' - 0" 7' - 0" FLHG H.M. PAINTED A H.M. PAINTED - - - - - - - - - PASSAGE SET 013 WAITING ROOM 3' - 0" 7' - 0" FLHG H.M. PAINTED A H.M. PAINTED - - - - - - - - - - - - 014 EX STAIR 3' - 0" 7' - 0" FL H.M. PAINTED A H.M. PAINTED - - - - - - - - - 3/4 HR. RATED FIRE DOOR, FISH EYE 102A WAITING ROOM 3' - 0" 2' - 8 1/2" FLHH S.C. WOOD STAINED HH H.M. PAINTED - - - 3/A10.00 27 PASSAGE SET 102B WAITING ROOM 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PASSAGE SET 105T RR 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 04 PRIVACY SET 106T RR 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PRIVACY SET 107 ER/TRIAGE 3' - 0" 7' - 0" FLHG S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - CARD READERS, BOTH SIDES, FILM - DOOR PROTECTION PLATE, BOTH SIDES 107A TRIAGE 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PASSAGE SET 107AA ER/TRIAGE 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PASSAGE SET, FISH EYE 107B CLINCAL TEAM 3' - 0" 7' - 0" FLHG S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PASSAGE SET 107C PROCEDURE ROOM 3' - 0" 7' - 0" FLHG S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PASSAGE SET - KICKPLATE, BOTH SIDES 107D JAN. 4' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PASSAGE SET 108 TRAUMA 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PASSAGE SET 108A TRAUMA 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PASSAGE SET, FISH EYE 110 CAT WARD 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PASSAGE SET 111 ISOLATION 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PASSAGE SET 111A ANTE 3' - 0" 7' - 0" FLHG S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PASSAGE SET 111B ISOLATION 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PASSAGE SET 111C JC 4' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PASSAGE SET, EVEN PAIR 112 ER/TRIAGE 3' - 0" 7' - 0" FLHG S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - CARD READERS, BOTH SIDES, FILM - DOOR PROTECTION PLATE, BOTH SIDES 113 XRAY 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 7/A.10.00 - - - LEAD LINED (PASSAGE SET), DOOR PROTECTION 114T RR 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 04 PRIVACY SET 115 CORRIDOR 3' - 0" 7' - 0" FLHG S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PASSAGE SET 115A BARKING ROOM 3' - 0" 7' - 0" FLHG S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PASSAGE SET 116 LAUNDRY 4' - 0" 7' - 0" FLNVP S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PASSAGE SET 116A DRYER ROOM 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PASSAGE SET 117 ONCOLOGY SHELL SPACE 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - STOREROOM SET 118 CARDIOLOGY 3' - 0" 7' - 0" FLHG S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PASSAGE SET 118B PRIVATE WK RM 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 16 POCKET DOOR (PASSAGE SET) 118C ECHO 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PASSAGE SET 119T RR 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 04 PRIVACY SET 121 EXAM 1 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PASSAGE SET, FISH EYE 122 EXAM 2 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PASSAGE SET, FISH EYE 123 EXAM 3 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PASSAGE SET, FISH EYE 124 EXAM 4 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PASSAGE SET, FISH EYE 125 EXAM 5 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PASSAGE SET, FISH EYE 126 EXAM 6 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PASSAGE SET, FISH EYE 127 EXAM 7 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PASSAGE SET, FISH EYE 128 EXAM 8 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PASSAGE SET, FISH EYE 129 EXAM 9 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PASSAGE SET, FISH EYE 130 EXAM 10 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PASSAGE SET, FISH EYE 131 EXAM 11 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PASSAGE SET, FISH EYE 132 EXAM 12 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PASSAGE SET, FISH EYE 133 EXAM 13 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PASSAGE SET, FISH EYE 134 EXAM 14 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PASSAGE SET, FISH EYE 135 MEP 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 09 STOREROOM SET 136 EXAM 15 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - STOREROOM SET 137 GRIEF 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PASSAGE SET 138 GRIEF 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PASSAGE SET 139 STAIR 3' - 0" 7' - 0" FL H.M. PAINTED A H.M. PAINTED - - - 3/A10.00 - - - 1 HR RATED, PASSAGE SET 139T RR 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 04 PRIVACY SET 140T RR 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 04 PRIVACY SET 141 SURGERY RECEIVING 3' - 0" 7' - 0" FLHG S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PASSAGE SET - CLOSER WITH HOLD OPEN OPTION KICKPLATE, BOTH SIDES 142 DOCTORS OFFICE 3' - 0" 7' - 0" FLNVP S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PASSAGE SET 143 INTERNAL MEDICINE 3' - 0" 7' - 0" FLHG S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PASSAGE SET 143A ENDOSCOPY 3' - 0" 7' - 0" FLHG S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PASSAGE SET 143B I.M. PRIVATE WORK 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 16 POCKET DOOR - PASSAGE SET 144 NEURO SHELL SPACE 3' - 0" 7' - 0" FLHG S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PASSAGE SET 145 ULTRASOUND 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 05 OFFICE SET 146 SHELL REHAB 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - STOREROOM SET 147T RR 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PRIVACY SET 148 READING RM 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PASSAGE SET 149 RECEIVING / MORGUE 5' - 0" 7' - 0" FLNVP S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PASSAGE SET 151 EX MRI CASSETTE 4' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - EXISTING TO REMAIN 152A SHELLED CT 4' - 0" 7' - 0" FLHG S.C. WOOD STAINED A H.M. PAINTED - - - 7/A.10.00 14 LEAD LINED (PASSAGE SET) 201 OR 1 3' - 6" 7' - 0" FLHG S.C. WOOD STAINED B H.M. PAINTED - - - 5&6/A10.00 - - - DOUBLE ACTING, DOOR PROTECTION 202 OR 2 3' - 6" 7' - 0" FLHG S.C. WOOD STAINED B H.M. PAINTED - - - 5&6/A10.00 - - - DOUBLE ACTING, DOOR PROTECTION 203 OR 3 3' - 6" 7' - 0" FLHG S.C. WOOD STAINED B H.M. PAINTED - - - 5&6/A10.00 - - - DOUBLE ACTING, DOOR PROTECTION 204 OR 4 3' - 6" 7' - 0" FLHG S.C. WOOD STAINED B H.M. PAINTED - - - 5&6/A10.00 - - - DOUBLE ACTING, DOOR PROTECTION 205 DIRTY PROCEDURE 3' - 6" 7' - 0" FLHG S.C. WOOD STAINED B H.M. PAINTED - - - 5&6/A10.00 - - - DOUBLE ACTING, DOOR PROTECTION 206 FLUOROSCOPY OR 3' - 6" 7' - 0" FLHG S.C. WOOD STAINED A H.M. PAINTED - - - - - - - - - LEAD LINED (PASSAGE SET) 207A SURGERY SUITE 3' - 0" 8' - 0" FLHG S.C. WOOD STAINED B H.M. PAINTED - - - 5&6/A10.00 - - - PASSAGE SET - KICKPLATE, BOTH SIDES, SINGLE ACTING 207B DIRTY STERILE PROCESSING 3' - 6" 7' - 0" FLHG S.C. WOOD STAINED A H.M. PAINTED - - - 5&6/A10.00 - - - DOUBLE ACTING, DOOR PROTECTION PLATE, BOTH SIDES 208 XRAY 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 7/A.10.00 14 LEAD LINED (PASSAGE SET), DOOR PROTECTION 210 SURGERY SUITE 3' - 6" 7' - 0" FL S.C. WOOD PAINTED A H.M. PAINTED - - - - - - - - - POCKET DOOR (PASSAGE SET) 210A SURGERY SUITE 4' - 0" 7' - 0" FLHG S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - 3/4 HR RATING, PASSAGE SET - CLOSER WITH HOLD OPEN OPTION KICKPLATE, BOTH SIDES 210B TEAM WORK ROOM 3' - 0" 7' - 0" FL S.C. WOOD PAINTED A H.M. PAINTED - - - - - - - - - POCKET DOOR - PASSAGE SET 211 COMMUNICATIONS 3' - 0" 7' - 0" FLHG S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PASSAGE SET 212 OFFICE 3' - 0" 7' - 0" FLNVP S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 05 OFFICE SET 213 OFFICE 3' - 0" 7' - 0" FLNVP S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 05 OFFICE SET 215 OFFICE 3' - 0" 7' - 0" FLNVP S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 05 OFFICE SET 216 OFFICE 3' - 0" 7' - 0" FLNVP S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 05 OFFICE SET 217 CLINCAL MANAGERS 3' - 0" 7' - 0" FLHG S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PASSAGE SET 218 MARKETING CLOSET 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - PASSAGE SET 219 CAT I-131 ANTE RM 3' - 0" 7' - 0" FLHG S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - LEAD LINED (PASSAGE SET) 219A CAT I-131 3' - 0" 7' - 0" FLHG S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - LEAD LINED (PASSAGE SET) 220T RR 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 04 PRIVACY SET 221 DENTISTRY 3' - 0" 7' - 0" FL S.C. WOOD STAINED A H.M. PAINTED - - - 3/A10.00 - - - 3/4 HR RATING, PASSAGE SET - CLOSER WITH HOLD OPEN OPTION KICKPLATE, BOTH SIDES 3" = 1'-0"A10.01 2 detail - window jamb / head sim. 3" = 1'-0"A10.01 4 detail - sliding entry dr jamb 2 3" = 1'-0"A10.01 1 detail - sliding entry dr head / sill 3" = 1'-0"A10.01 3 detail - sliding entry dr head / sill 2 7' - 0"2"4' - 10"2"8' - 10"2"3' - 9"2"3' - 9"2"G2 G1 G2 G2 2"3' - 0"2"7' - 0"2"4' - 10"2"8' - 10"2"5' - 10"2"3' - 1"2"3' - 1 1/2"2"2"3' - 0"2" G1 G2 G2 G1 G2 2"5' - 0"2"2"3' - 8"2" G1 2"4' - 8"2"2"3' - 8"2" G1 2"3' - 10"2"2"3' - 8"2" G12"4' - 0"2"G2 2"3' - 8"2" G1 2"4' - 0"2"2"3' - 8"2" G1 G1 1 A10.01 2 A10.01 2"3' - 8"2"2"5' - 0"2"G2 FOUNDATION PLAN T.O.S. EL. 100' -0" 3 A10.01 4 A10.01 © 2022 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 20297 STOREFRONT ELEVATIONS & DETAILS 04 MARCH 2022 A10.02MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION1/4" = 1'-0"A10.02 6 window type S6 A. SEE ELEVATIONS SERIES A5 FOR WINDOW LOCATION B. SEE PLANS SERIES A1 FOR LOCATIONS IN PLAN GENERAL NOTES - EXTERIOR GLAZING G1 - VISION GLASS G2 - SPANDRAL GLASS GLAZING SCHEDULE 1/4" = 1'-0"A10.02 7 window type S7 1/4" = 1'-0"A10.02 5 window type S5 1/4" = 1'-0"A10.02 2 window type S2 1/4" = 1'-0"A10.02 1 window type S1 1/4" = 1'-0"A10.02 4 window type S4 1/4" = 1'-0"A10.02 3 wind type S3 1/4" = 1'-0"A10.02 9 window type S9 - exterior 1/4" = 1'-0"A10.02 8 window type S8 1/4" = 1'-0"A10.02 10 window type - S10 - interior STRUCTURAL NOTES A. GENERAL 1. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS FULLY COMPLETED. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE, AND TO ENSURE THE STABILITY OF THE BUILDING AND ITS COMPONENT PARTS, AND THE ADEQUACY OF TEMPORARY OR INCOMPLETE CONNECTIONS, DURING ERECTION. THIS INCLUDES THE ADDITION OF ANY SHORING, SHEETING, TEMPORARY GUYS, BRACING OR TIEDOWNS THAT MIGHT BE NECESSARY. SUCH MATERIAL IS NOT SHOWN ON THE DRAWINGS. IF APPLIED, THEY SHALL BE REMOVED AS CONDITIONS PERMIT, AND SHALL REMAIN THE CONTRACTOR'S PROPERTY. THE ENGINEER HAS NO EXPERTISE IN, AND TAKES NO RESPONSIBILITY FOR, CONSTRUCTION MEANS AND METHODS OR JOB SITE SAFETY DURING CONSTRUCTION. PROCESSING AND/OR APPROVING SUBMITTALS MADE BY THE CONTRACTOR WHICH MAY CONTAIN INFORMATION RELATED TO CONSTRUCTION METHODS OR SAFETY ISSUES, OR PARTICIPATION IN MEETINGS WHERE SUCH ISSUES MIGHT BE DISCUSSED, SHALL NOT BE CONSTRUED AS VOLUNTARY ASSUMPTION BY THE ENGINEER OF ANY RESPONSIBILITY FOR SAFETY PROCEDURES. 2. IT IS SOLELY THE RESPONSIBILITY OF EACH CONTRACTOR TO FOLLOW ALL APPLICABLE SAFETY CODES AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION. THE ENGINEER IS NOT ENGAGED IN, AND DOES NOT SUPERVISE, CONSTRUCTION. 3. EQUIPMENT FRAMING LOADS, OPENINGS AND STRUCTURE IN ANY WAY RELATED TO HVAC, PLUMBING, OR ELECTRICAL REQUIREMENTS ARE SHOWN FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL COORDINATE THIS INFORMATION WITH THE INVOLVED TRADES BEFORE PROCEEDING WITH SUCH PORTION OF THE WORK. EXCESS COST RELATED TO VARIATION IN THESE REQUIREMENTS TO BE BORNE BY THE APPROPRIATE CONTRACTOR. 4. SHOULD ANY OF THE DETAILED INSTRUCTIONS SHOWN ON THE PLANS CONFLICT WITH THESE STRUCTURAL NOTES, THE SPECIFICATIONS, OR WITH EACH OTHER, THE STRICTEST PROVISION SHALL GOVERN. 5. GOVERNING CODE: INTERNATIONAL BUILDING CODE. 6. EXISTING BUILDING: PROVIDE TEMPORARY SUPPORTS AND OTHER MEASURES AS REQUIRED TO PREVENT DAMAGE TO THE EXISTING BUILDING DURING CONSTRUCTION. FIELD VERIFY ALL EXISTING DIMENSIONS AND ELEVATIONS WHICH AFFECT THE NEW CONSTRUCTION. 7. ROOF LIVE LOAD: a. MINIMUM ROOF LIVE LOAD 20 PSF 8. ROOF SNOW LOAD: 20 PSF PLUS THE EFFECTS OF DRIFTING SNOW PER INTERNATIONAL BUILDING CODE. a. GROUND SNOW LOAD (Pg) = 20 PSF b. FLAT ROOF SNOW LOAD (Pf) = 14 PSF c. SNOW EXPOSURE FACTOR (Ce) = 1.0 d. SNOW LOAD IMPORTANCE FACTOR (I) = 1.0 e. THERMAL FACTOR (Ct) = 1.0 9. DESIGN FLOOR LIVE LOADS: a. CORRIDORS ABOVE FIRST FLOOR = 80 PSF b. LOBBIES AND FIRST FLOOR CORRIDORS = 100 PSF c. OFFICES = 50 PSF PLUS 15 PSF PARTITION ALLOWANCE d. STAIRS AND EXITS = 100 PSF e. MECHANICAL ROOM, STORAGE = 150 PSF 10. WIND DESIGN PARAMETERS a. ULTIMATE DESIGN WINDSPEED (Vult) = 115 MPH b. WIND EXPOSURE = EXPOSURE B c. INTERNAL PRESSURE COEFFICIENTS = +/-0.18 d. MULTIPLY LRFD WIND LOADS BY 0.6 FOR ASD LOADS B. REINFORCED CONCRETE 1. MATERIALS: a. SPECIFICATIONS: IN GENERAL, COMPLY WITH ACI 301-10 "SPECIFICATIONS FOR STRUCTURAL CONCRETE." b. STRUCTURAL CONCRETE CLASS LOCATION f'c MIN. CEMENT CONTENT MAX. W/C RATIO I FOOTINGS, INTERIOR PIERS AND 3,000 470 PCY 0.60 AND UNDERPINNING (IF NEEDED). II INTERIOR SLABS ON GRADE, FILL ON METAL DECK, 3,500 517 PCY 0.45 ELEVATOR PIT WALLS, AND ALL OTHER INTERIOR CONCRETE NOT OTHEWISE OTHERWISE IDENTIFIED. IIa INTERIOR SLAB THAT WILL BE ARCHITECTURALLY EXPOSED 4,000 (FLY ASH & GGBFS 517 PCY 0.45 (i.e. POLISHED CONC. FLOORS).NOT PERMITED) III EXTERIOR SLABS ON GRADE, RETAINING WALLS, AND ALL 4,500 (w/ AIR) 564 PCY 0.45 AND ALL EXTERIOR CONCRETE NOT OTHERWISE IDENTIFIED. IV LEAN FILL AND BACKFILL BELOW FOOTINGS 1,500 376 PCY 0.65 V FILL-IN STAIR PANS AND TREADS.3,500 (#8 AGGREGATE) 611 PCY 0.45 c. ALL DEFORMED REINFORCING BARS: FY = 60,000 2. FIELD MANUAL: PROVIDE AT LEAST ONE COPY OF THE ACI FIELD REFERENCE MANUAL, SP-15, IN THE FIELD OFFICE AT ALL TIMES. 3. CONTINGENCIES: a. INCLUDE AN ALLOWANCE IN THE BID TO PROVIDE AND INSTALL 1/2 ADDITIONAL TON(S) OF REINFORCING BARS. MATERIAL TO BE USED AND ITS APPLICATION SHALL BE DETERMINED BY THE ARCHITECT. BENT BARS, IF REQUIRED, SHALL BE BENT IN THE SHOP, UNLESS OTHERWISE APPROVED. b. PROVIDE SUPPORTS AS REQUIRED TO MAINTAIN ALIGNMENT OF SCHEDULED REINFORCING. SUCH SUPPORTS ARE TO BE REFLECTED IN THE BID, AND ARE NOT PART OF THE CONTINGENCY QUANTITY LISTED ABOVE. 4. OPENINGS: a. OPENINGS SHOWN ARE FOR BIDDING PURPOSES ONLY. COORDINATE THEIR EXACT SIZES AND LOCATIONS WITH HVAC, PLUMBING, AND OTHER REQUIREMENTS BEFORE PROCEEDING WITH WORK. b. IF ANY OPENING NOT SHOWN ON THE PLANS IS REQUIRED, SECURE APPROVAL OF THE STRUCTURAL ENGINEER\ BEFORE PROCEEDING. c. PROVIDE TWO #5 BARS AROUND ALL SLAB AND WALL OPENINGS, EXTENDING 2 FEET BEYOND OPENING IN EVERY DIRECTION, U.N.O.; OPENINGS NOT EXCEEDING 16" x 16" MAY BE SLEEVED AS REQUIRED BY WORKING THE REINFORCING STEEL AROUND THEM. 5. FOOTINGS, COLUMNS, PIERS AND WALLS: a. DOWELS IN FOOTINGS TO MATCH VERTICAL COLUMN/PIER OR WALL REINFORCING. b. UNLESS SHOWN OTHERWISE, PROVIDE THE FOLLOWING WALL REINFORCING: WALL THICKNESS HORIZONTAL STEEL VERTICAL STEEL 6 AND 8 INCHES #4 @ 12" o.c. #4 @ 18" o.c. 10 AND 12 INCHES #4 @ 16" o.c. E.F. #4 @ 18" o.c. E.F. c. PROVIDE CORNER BARS AT WALL CORNERS TO MATCH HORIZONTAL REINFORCING. MINIMUM LAP LENGTH WITH HORIZONTAL REINFORCEMENT - 45 BAR DIAMETERS. d. DO NOT BACKFILL AGAINST BASEMENT WALLS UNTIL BOTH THE SLAB-ON-GRADE AND THE SUPPORTED SLAB ABOVE ARE IN PLACE AND CURED. e. BACKFILL AGAINST BOTH SIDES OF WALLS EQUALLY UNTIL THE LOWER ELEVATION IS ATTAINED. f. PROVIDE MIN. 2'-0" THICK LAYER OF GRANULAR BACKFILL FULL HEIGHT OF ALL BASEMENT AND RETAINING WALLS. g. CAST IN CONTINUOUS DOVETAIL ANCHOR SLOTS ON VERTICAL SURFACES WHERE MASONRY ABUTS, 16" o.c. FOR PARALLEL SURFACES, AT CENTERLINE OF MASONRY FOR PERPENDICULAR SURFACES. h. PROVIDE LEAN CONCRETE (CLASS IV) UNDER FOUNDATIONS FOR ACCIDENTAL OVER-EXCAVATION, SOFT SPOTS AND TRENCHES. 6. SPLICES: UNLESS NOTED OTHERWISE, MINIMUM LAP SPLICE LENGTHS TO BE AS FOLLOWS: a. VERTICAL BARS IN WALLS, PIERS, OR COLUMNS (INCLUDING DOWELS) 30 BAR DIAMETERS b. HORIZONTAL BARS IN SLABS & FOOTINGS 35 BAR DIAMETERS c. HORIZONTAL BARS IN WALLS 45 BAR DIAMETERS 7. CONSTRUCTION JOINTS: a. CONSTRUCTION JOINTS PERMITTED ONLY WHERE SHOWN OR AS APPROVED BY THE STRUCTURAL ENGINEER. ALL CONSTRUCTION JOINTS ARE TO BE KEYED. KEYWAYS SHALL BE 1 1/2" DEEP x 1/3 OF THE MEMBER THICKNESS. 8. CONCRETE COVER: UNLESS NOTED OTHERWISE, DETAIL REINFORCING TO PROVIDE CONCRETE COVER AS FOLLOWS: a. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3 INCHES b. CONCRETE EXPOSED TO EARTH OR WEATHER: #5 BARS AND SMALLER 1 1/2 INCHES OTHERS 2 INCHES c. CONCRETE NOT EXPOSED TO EARTH OR WEATHER: BEAM AND COLUMN BARS INCLUDING TIES, STIRRUPS AND SPIRALS: 1 1/2 INCHES SLABS, WALLS, JOISTS: #11 BARS AND SMALLER 1 INCH OTHERS 1 1/2 INCHES 9. MISCELLANEOUS: a. GROUT UNDER BEARING PLATES, SETTING PLATES, AND COLUMN BASE PLATES SHALL BE NON-SHRINKING TYPE. THE USE OF LEVELING PLATES AT COLUMN BASES IS PROHIBITED. GROUT BELOW BEARING PLATES, SETTING PLATES, AND COLUMN BASE PLATES IS TO BE INSTALLED ONLY AFTER THE STEEL IS PLUMBED. C. MASONRY 1. SPECIFICATIONS: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF "SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530.1-13," PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE, DETROIT, MICHIGAN, EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. 2. MATERIALS: a. CONCRETE BLOCK: ASTM C90. MINIMUM NET AREA COMPRESSIVE STRENGTH OF C.M.U. = 1,900 PSI. b. MORTAR: ASTM C270 (USING THE PROPERTY SPECIFICATION METHOD, PARAGRAPH 3.2), TYPE S, MINIMUM COMPRESSIVE STRENGTH = 1,800 PSI. c. BOND BEAM AND CORE FILL: ASTM C476, COARSE OR FINE TYPE, PLACED PER ACI 530.1, TABLE 7. d. JOINT REINFORCING: HOT-DIPPED GALVANIZED FINISH, 9 GAGE MINIMUM SIDE WIRES AND CROSS WIRES, EXCEPT USE 3/16 INCH DIAMETER SIDE WIRES WHERE "HEAVY-WEIGHT" IS REQUIRED. e. BAR REINFORCING: ASTM A615, A995 (BARS FROM RAIL STEEL SHALL BE TYPE R), OR A706, GRADE 60, UNLESS NOTED OTHERWISE. f. WIRE TIES AND ANCHORS: RECTANGULAR TYPE, 3/16" DIAMETER WIRE TIES (HOT DIPPED GALVANIZED). 3. REINFORCED MASONRY: WHERE VERTICAL BARS ARE TO BE GROUTED INTO CORES, THE FOLLOWING REQUIREMENTS APPLY: a. PROVIDE DOWELS FROM FOOTING, SAME SIZE AND SPACING AS VERTICAL WALL BARS. LAP 48 BAR DIAMETERS MINIMUM, OR PER LAP SPLICE REBAR SCHEDULE, WITH VERTICAL WALL BAR. EMBED INTO FOOTING 9 INCHES WITH STANDARD HOOK.. b. PROVIDE A CONTINUOUS VERTICAL CAVITY, AT LEAST 3" x 4" IN SIZE, FREE OF MORTAR DROPPING. c. PROVIDE REBAR ALIGNMENT DEVICES AT A MAXIMUM SPACING OF 96 BAR DIAMETERS (MINIMUM OF 2 PER BAR). d. AT SPLICES IN VERTICAL BARS, PROVIDE 48 BAR DIAMETER LAP. e. ALL REINFORCEMENT MUST BE INSTALLED AND SECURELY ANCHORED IN PLACE PRIOR TO PLACEMENT OF GROUT. f. MAXIMUM HEIGHT OF GROUT LIFT = 5'-0". g. ALL CMU'S USED IN REINFORCED MASONRY SHALL BE TW O CELL UNITS. 4. MISCELLANEOUS: a. EXCEPT FOR INSULATED CAVITY WALLS, VERTICAL COLLAR JOINTS SHALL BE FILLED SOLID WITH MORTAR OR GROUT. b. PROVIDE 100% SOLID BEARING, MINIMUM THREE COURSES UNDER BEAMS, AND TWO COURSES UNDER LINTELS, UNLESS DETAILED OTHERWISE. c. FILL CORE SOLID AROUND ANCHOR BOLTS. d. PROVIDE 100% SOLID BLOCKS OR SOLIDLY-FILLED HOLLOW BLOCKS FOR AT LEAST 4" ALL AROUND ALL EXPANSION BOLTS. e. PROVIDE JAMB REINFORCING EACH SIDE OF ALL OPENINGS IN CMU WALLS. LOCATE REINFORCING BARS IN FIRST AVAILABLE FULL HEIGHT CELLS ADJACENT TO OPENING (NOT INTERRUPTED BY STEEL LINTEL BEARING). THE QUANTITY OF JAMB REINFORCING BARS EACH SIDE SHALL EQUAL HALF THE TOTAL NUMBER OF BARS INTERRUPTED BY THE OPENING. f. PROVIDE MINIMUM 8” DEEP BOND BEAM WITH 2 #4 REINFORCING BARS CONTINUOUS AT THE CONNECTION TO ALL FLOOR AND ROOF DIAPHRAGMS AND TOP OF ALL PARAPET WALLS. g. SET WELD PLATES IN BOND BEAMS AFTER THE GROUT IS PLACED, BUT WHILE IT IS STILL PLASTIC. h. HOLLOW MASONRY UNITS TO BE LAID WITH FULL MORTAR COVERAGE ON HORIZONTAL AND VERTICAL FACE SHELLS. WEBS SHALL ALSO BE BEDDED IN ALL COURSES OF PIERS, COLUMNS, AND PILASTERS, AND IN THE STARTING COURSE ON FOOTINGS, AND WHEN ADJACENT TO CELLS OR CAVITIES TO BE REINFORCED OR FILLED WITH CONCRETE OR GROUT. SOLID UNITS TO BE LAID WITH FULL HEAD AND BED JOINTS. i. PROVIDE JOINT REINFORCING AT 16", EXCEPT AS NOTED. j. LAP JOINT REINFORCING 6" FOR STANDARD, 15" FOR HEAVY WEIGHT. k. WHERE MASONRY UNITS ARE USED ABOVE HOLLOW UNITS OF A DIFFERENT THICKNESS, PROVIDE A CONTINUOUS COURSE OF 100% SOLID MASONRY AT LEAST 8" HIGH BELOW TRANSITION. l. IN ALL MULTIPLE WYTHE WALLS AND CAVITY WALLS PROVIDE RECTANGULAR 3/16" DIA. WIRE WALL TIES (FIXED OR ADJUSTABLE) AT 16" o.c. HORIZONTALLY AND VERTICALLY. m. CORBELLED MASONRY SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 530, PARAGRAPH 5.5.2. ONLY SOLID MASONRY UNITS SHALL BE USED FOR CORBELLING. D. LINTEL NOTES 1. PROVIDE LINTELS OVER ALL OPENINGS IN MASONRY WALLS. REFER TO ARCHITECTURAL AND HVAC DRAWINGS FOR LOCATION, NUMBER AND SIZES OF OPENINGS. FOR LINTELS LABELED ON STRUCTURAL DRAWINGS, USE THE APPROPRIATE LINTEL FROM THE LINTEL SCHEDULES BELOW. FOR LINTELS NOT LABELED OR SHOWN ON STRUCTURAL DRAWINGS, SELECT SIZE BASED ON SCHEDULES BELOW. 2. FOR LINTELS OVER OPENINGS 6'-0" WIDE OR LESS, PROVIDE THE FOLLOWING FOR EACH 4" OF WALL THICKNESS (USE 6" MINIMUM BEARING EACH END); IN CAVITY WALLS, ADD L5x5x5/16 FOR BRICK SUPPORT WITH 6" BEARING EACH END AND CONTINUOUS BOTTOM PLATE 5/16" x (WALL "T"-1/2") AND STOP PLATE 1/8" SHORT OF JAMBS: MASONRY OPENINGS SECTION TO 4'-0" L 3 1/2 x 3 1/2 x 5/16 4'-1" TO 5'-6" L 4 x 3 1/2 x 5/16 LLV 5'-7" TO 6'-0" L 5 x 3 1/2 x 5/16 LLV a. FOR LINTELS IN 6" THICK WALLS, PROVIDE (2) L3 1/2 x 2 1/2 x 5/16 LLV. b. FOR LINTELS IN 10" THICK WALLS, PROVIDE (2) L4 x 4 x 5/16. 3. FOR LINTELS OVER OPENINGS GREATER THAN 6'-0" WIDE, PROVIDE THE FOLLOWING BEAM SECTIONS WITH 7 1/2" MINIMUM BEARING EACH END; ADD CONTINUOUS BOTTOM PLATE 5/16 x (WALL "T"-1/2") AND STOP PLATE 1/8" SHORT OF JAMBS; IN CAVITY WALLS ADD CONT. L5x5x5/16 WITH 7 1/2" MINIMUM BEARING EACH END: MASONRY OPENING SECTION 6'-1" TO 6'-6" W 8 x 13 6'-7" TO 7'-11" W 8 x 18 8'-0" TO 12'-0" W 8 x 21 4. CENTER WIDE FLANGE BEAM LINTELS ON FULL WIDTH OF BONDED MULTI-WYTHE WALLS. CENTER WIDE FLANGE BEAM LINTELS ON BLOCK BACK-UP WYTHE IN CAVITY WALLS, EXCEPT WHERE OTHERWISE SHOWN ON DRAWINGS. E. STRUCTURAL STEEL 1. THE STEEL FRAME AS DESIGNED IS A NON-SELF-SUPPORTING STEEL FRAME. COORDINATE THE ERECTION WITH THE INSTALLATION OF OTHER BUILDING ELEMENTS REQUIRED FOR THE STRUCTURE'S STABILITY. THESE ELEMENTS INCLUDE SLABS, METAL DECK, MASONRY WALLS, CONCRETE WALLS AND LIGHT GAGE METAL FRAMING. 2. MATERIALS: a. STRUCTURAL STEEL CHANNEL, ANGLES, PLATES, ETC.: ASTM A36, FY = 36 KSI; STRUCTURAL STEEL WIDE FLANGES: ASTM A572 OR ASTM A992, FY = 50 KSI; HIGH STRENGTH BOLTS: ASTM A325 OR A490; ANCHOR RODS: ASTM F1554 GR.36 OR GR.55; ELECTRODES: SERIES E70; STRUCTURAL PIPES OR ROUND TUBING: ASTM A53 OR A501; FY = 35 KSI MIN; SQUARE AND RECTANGULAR TUBING: ASTM A500, FY = 46 KSI; CONCRETE EXPANSION ANCHORS: HILTI "KWIK-BOLT TZ," SIMPSON STRONG-TIE "STRONG-BOLT 2"; MASONRY EXPANSION ANCHORS: HILTI “KWIK BOLT 3”, SIMPSON STRONG-TIE “WEDGE-ALL”, SCREW ANCHORS: HILTI “KWIK HUS-EZ”, SIMPSON STRONG-TIE “TITEN HD”; ADHESIVE ANCHORS: HILTI “HIT HY 200-A” IN CONCRETE, HILTI “HIT HY 70” IN MASONRY, SIMPSON STRONG-TIE “AT-XP”. 3. SPECIFICATION: WELDING PERSONNEL AND PROCEDURES ARE TO BE QUALIFIED PER AWS D1.1. UNLESS SPECIFICALLY SHOWN OTHERWISE, DESIGN, FABRICATION AND ERECTION TO BE GOVERNED BY: a. AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (JUNE 22, 2010). b. AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES (APRIL 14, 2010). c. STRUCTURAL WELDING CODE, AWS D1.1/D1.1 M: 2015 OF THE AMERICAN WELDING SOCIETY. d. SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM HIGH-STRENGTH BOLTS (DECEMBER 31, 2009). 4. CONNECTIONS: a. FIELD CONNECTIONS TO BE BOLTED. SHOP CONNECTIONS TO BE WELDED OR BOLTED. CONNECTIONS TO BE SELECTED BY THE FABRICATOR TO DEVELOP THE FULL UNIFORM LOAD CAPACITY OF THE MEMBER OR THE FORCES/REACTIONS SHOWN ON PLAN. FOR COMPOSITE BEAMS, SELECT CONNECTIONS FOR 1.5x THE FULL UNIFORM LOAD CAPACITY OF THE STEEL MEMBER OR THE FORCES/REACTIONS SHOWN ON PLAN. CONNECTIONS OF BEAMS FRAMING INTO A GIRDER FROM ONE SIDE ONLY, SUCH AS AT SPANDREL GIRDERS, SHALL BE MADE WITH DOUBLE ANGLE CONNECTIONS. UNLESS INDICATED OTHERWISE, ALL OTHER CONNECTIONS MAY BE DOUBLE ANGLE CONNECTIONS OR SINGLE PLATE SHEAR CONNECTIONS. FOLLOW INSTRUCTIONS ON DRAWINGS FOR GENERAL ARRANGEMENT OR PARTICULAR DETAILS. b. FULL PENETRATION AND PARTIAL PENETRATION FIELD W ELDS IN MATERIAL OVER 5/16" THICK AND WELDED FIELD SPLICE OF MAIN MEMBERS SHALL BE SUBJECTED TO NON- DESTRUCTIVE TESTING (OTHER THAN VISUAL INSPECTION) BY AN INDEPENDENT LABORATORY. c. ALL BOLTS IN BRACED FRAMES AND BOLTS IN SHEAR CONNECTIONS USED IN CONJUNCTION WITH FULL OR PARTIAL PENETRATION FLANGE WELDS SHALL BE SLIP CRITICAL TYPE. 5. GALVANIZING: ALL EXTERIOR PERIMETER SHELF ANGLES, LINTELS IN EXTERIOR WALLS, ALL EXTERIOR STEEL EXPOSED TO THE ELEMENTS, AND ALL ITEMS INDICATED ON THE DRAWINGS AS "GALVANIZED" SHALL BE GALVANIZED. 6. PAINT: a. DO NOT PAINT STEEL OR ANCHOR BOLTS WHICH WILL BE GALVANIZED, ENCASED IN CONCRETE, STEEL THAT WILL RECEIVE SPRAYED-ON FIREPROOFING OR ANY STEEL NOT EXPOSED TO VIEW IN THE FINISHED STRUCTURE, EXCEPT COLUMNS AND PORTIONS OF BEAMS EMBEDDED IN OR BUILT W ITHIN EXTERIOR WALLS, WHICH SHALL BE PAINTED WITH TWO COATS OF PRIMER. 7. MISCELLANEOUS: a. THE COLUMNS, ANCHOR BOLTS, BASE PLATES AND FOUNDATIONS ARE DESIGNED TO RESIST A GRAVITY LOAD MOMENT OF 675 FOOT-POUNDS DURING ERECTION, IF SHIM PACKS ARE PROVIDED AT THE EXTREME EDGES ALONG ALL FOUR SIDES OF THE BASE PLATE. FOR SAFETY CONSIDERATIONS DURING ERECTION, SEE STRUCTURAL NOTE A1. b. PROVIDE HOLES FOR OTHERS. IF OPENING IS NOT SHOWN ON THE STRUCTURAL DRAWINGS, OBTAIN PRIOR APPROVAL. c. STEEL SUPPORTING OR CONNECTING TO HVAC AND OTHER EQUIPMENT AND ROOF OPENINGS AS SHOWN ON DRAWINGS ARE SHOWN FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL COORDINATE EXACT SIZE AND LOCATION BEFORE PROCEEDING WITH HIS WORK. d. THE USE OF LEVELING PLATES AT COLUMN BASES IS PROHIBITED. SEE THE REINFORCED CONCRETE NOTES ABOVE FOR GROUT AND GROUTING REQUIREMENTS. e. STEEL BELOW GRADE IS TO BE PROTECTED BY A MINIMUM OF 3 INCHES OF CONCRETE. f. PROVIDE 1/4 INCH THICK SETTING PLATES FOR ALL BEAMS BEARING ON MASONRY OR CONCRETE WHICH DO NOT REQUIRE A BEARING PLATE. g. PROVIDE SHOP WELDED ANCHORS FOR ATTACHMENTS OF MASONRY. SPACING TO BE 16" ON COLUMNS AND BEAMS. h. PROVIDE WASHER AND HEAVY NUT AT ALL ANCHOR BOLTS (BOTH ENDS). i. FINISH ENDS OF ALL COLUMNS, STIFFENERS AND ALL OTHER MEMBERS IN DIRECT BEARING. j. PROVIDE BOLT HOLES FOR JOISTS BOLTED TO BEAMS AND COLUMNS AND STABILIZER PLATES AT COLUMNS OR ON BEAM CLOSEST TO COLUMN FOR JOIST BOTTOM CHORD EXTENSIONS. k. MINIMUM BEAM BEARING ON MASONRY = 7 1/2" UNLESS NOTED OTHERWISE. l. EMBEDMENT LENGTH OF EXPANSION BOLTS INTO SOLID MASONRY OR CONCRETE SHALL BE AS FOLLOWS: 1/2" DIAMETER BOLTS --- 3 1/2" EMBEDMENT 3/4" DIAMETER BOLTS --- 5" EMBEDMENT 8. CONTINGENCY: a. INCLUDE AN ALLOWANCE IN THE BID TO PROVIDE AND ERECT 1 ADDITIONAL TONS(S) OF STRUCTURAL AND/OR MISCELLANEOUS STEEL (SHAPES, ANGLES, PLATES, ETC.). MATERIAL TO BE USED AND ITS APPLICATION SHALL BEDETERMINED BY THE ARCHITECT. CONNECTIONS, IF REQUIRED, SHALL BE FIELD-WELDED. (CORNER EDGE ZONE WIDTH: "a" = 10.0 FT) 11. SEISMIC DESIGN PARAMETERS a. RISK CATEGORY -II b. SEISMIC IMPORTANCE FACTOR = 1.00 c. MAPPED SPECTRAL RESPONSE ACCELERATION: Ss = 0.146, S1 = 0.081 d. SITE CLASS = D e. SPECTRAL RESPONSE COEFFICIENTS: Sds = 0.156, Sd1 = 0.130 f. SEISMIC DESIGN CATEGORY = CATEGORY B g. BASIC SEISMIC FORCE RESISTING SYSTEMS: STRUCTURAL STEEL SYSTEM NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE AND INTERMEDIATE MASONRY SHEAR WALLS h. SEISMIC RESPONSE COEFFICIENT (Cs) = 0.052 i. RESPONSE MODIFICATION FACTOR (R) = 3.0 j. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE k. DESIGN BASE SHEAR = 75 KIPS H.STATEMENT OF SPECIAL INSPECTIONS THE OWNER OR THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE, ACTING AS THE OWNER’S AGENT, SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO PERFORM INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK LISTED BELOW UNDER SECTION 1704 OF THE INTERNATIONAL BUILDING CODE. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON W HO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR THE INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION REQUIRING SPECIAL INSPECTION. RESUMES OF SPECIAL INSPECTORS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL SHOWING THE QUALIFICATION AND/OR SPECIAL TRAINING PER 1704.1. THE FOLLOWING STATEMENT OF SPECIAL INSPECTIONS HAS BEEN PREPARED BY THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. SPECIAL INSPECTORS SHALL KEEP RECORDS OF INSPECTIONS. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE SPECIAL INSPECTOR FOR CORRECTION BY THE CONTRACTOR. IF THEY ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. A FINAL SPECIAL INSPECTION REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND CORRECTIONS OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL. INSPECTION OF FABRICATORS WHERE FABRICATION OF STRUCTURAL LOAD-BEARING MEMBERS AND ASSEMBLIES IS BEING PERFORMED ON THE PREMISES OF A FABRICATOR’S SHOP, SPECIAL INSPECTION OF THE FABRICATED ITEMS SHALL BE REQUIRED UNLESS THE FABRICATOR IS REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION PER SECTION 1704.2.2 OF THE OHIO BUILDING CODE. THE GENERAL CONTRACTOR SHALL NOTE ON THE SPACES BELOW THE AGENCY AND/OR INDIVIDUAL RETAINED TO PERFORM THE SPECIAL INSPECTIONS AND TESTS. SCHEDULE OF SPECIAL INSPECTIONS PER SECTION 1704 OF THE INDIANA BUILDING CODE 1. FABRICATORS (1704.2) AGENCY:__________________ a. STRUCTURAL LOAD-BEARING MEMBERS PERIODIC b. STRUCTURAL LOAD-BEARING ASSEMBLIES PERIODIC 2. STEEL CONSTRUCTION (1704.3) AGENCY:__________________ a. HIGH STRENGTH BOLTS i. SNUG TIGHT JOINTS PERIODIC ii. SLIP-CRITICAL JOINTS USING TWIST-OFF BOLTS PERIODIC b. STRUCTURAL STEEL MATERIALS PERIODIC c. STRUCTURAL STEEL WELDING i. COMPLETE AND PARTIAL JOINT PENETRATION CONTINUOUS ii. FILLET WELDS LESS THAN OR EQUAL 5/16” PERIODIC d. STRUCTURAL STEEL FRAME JOINT DETAILS PERIODIC e. INSPECTION OF STEEL FRAME PERIODIC f. METAL DECKING i. TYPE, GAGE AND FINISH PERIODIC ii. FASTENING PERIODIC g. COLD FORMED METAL FRAMING i. SIZE, GAGE, SPACING AND FINISH PERIODIC ii. ATTACHMENTS PERIODIC iii. INSTALLATION OF BRIDGING PERIODIC 3. CONCRETE CONSTRUCTION (1704.4) AGENCY:__________________ a. REINFORCING STEEL PLACEMENT PERIODIC b. REINFORCING STEEL WELDING PERIODIC c. REINFORCING STEEL BOLTING CONTINUOUS d. ON SITE CONCRETE TESTING CONTINUOUS e. CONCRETE APPLICATION TECHNIQUES PERIODIC f. CONCRETE CURING TEMPERATURE AND TECHNIQUES PERIODIC 4. MASONRY CONSTRUCTION (1704.5) AGENCY:__________________ a. MASONRY MORTAR JOINTS PERIODIC b. REINFORCEMENT AND CONNECTORS PERIODIC c. GROUTING CONTINUOUS d. COLD WEATHER PROTECTION PERIODIC 5.. SOILS (1704.7) AGENCY:__________________ a. SITE PREPARATION PERIODIC b. COMPACTED FILL MATERIALS CONTINUOUS c. SOIL LOAD BEARING REQUIREMENTS PERIODIC F. METAL DECK 1. MATERIALS: a. ROOF DECK: 3" DEEP X 20 GA WIDE RIB METAL ROOF DECK, GALVANIZED b. COMPOSITE FLOOR DECK: 2" DEEP X 18 GA, GALVANIZED 1. SPECIFICATIONS: a. WELDING PERSONNEL AND PROCEDURES ARE TO BE QUALIFIED PER AWS. DESIGN, FABRICATION AND ERECTION TO BE GOVERNED BY LATEST EDITION OF: 1. AISI: NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS. 2. STRUCURAL WELDING CODE, AWS D1.3 OF THE AMERICAN WELDING SOCIETY. 3. SDI DESIGN MANUAL FOR FLOOR DECK AND ROOF DECKS. b. FABRICATION AND ERECTION TO BE PER SDI REQUIREMENTS. c. MANUFACTURER TO BE A MEMBER OF SDI. 2. CONNECTIONS: a. ROOF DECK: 5/8" DIAMETER FUSION WELDS AT 8" O.C. AT END LAPS, AND 8" O.C. AT INTERMEDIATE SUPPORTS (24/4 PATTERN). SIDELAP FASTENING REQUIRED AT MIDSPAN FOR SPANS GREATER THAN 5'-0" O.C. OR AT 3'-0" O.C., WHICHEVER IS SMALLER. RESIST A GROSS UPLIFT OF 30 PSF. b. COMPOSITE DECK: 5/8" DIAMETER FUSION WELDS AT 12" O.C. (36/4 PATTERN). SIDELAP FASTENING SHALL NOT EXCEED 3'-0". BUTTON PUNCHING NOT PERMITTED. c. ALTERNATE FASTENING METHODS MAY BE ACCEPTABLE. SUBMIT PROPOSED FASTENING WITH EQUIVALENT CAPACITY FOR REVIEW AND APPROVAL. 3. FINISH: a. GALVANIZED: CONFORM TO ASTM A653, G60. 4. MISCELLANEOUS a. UNITS ARE TO BE CONTINUOUS OVER THREE SPANS WHERE POSSIBLE. END LAPS TO BE LOCATED OVER SUPPORTS ONLY. b. FIELD CUTTING TO BE PERFORMED WITH A SAW. c. METAL DECK SHOULD BE PROTECTED FROM CORROSION FROM PRESERVATIVE CHEMICALS IN PRESSURE-TREATED LUMBER WITH A MINIMUM 20 MIL VAPOR BARRIER. ALL FASTENERS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED LUMBER ARE TO BE HOT DIPPED GALVANIZED PER ASTM A153 AND ASTM A123 WITH A MINIMUM G185 COATING. d. PROVIDE ADDITIONAL SUPPORTS FOR OPENINGS THAT EXCEED 9" IN WIDTH IN ROOF DECK. NOT ALL DECK OPENINGS ARE SHOWN ON THE STRUCTURAL DRAWINGS. COORDINATE WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL PLUMBING AND OTHER TRADERS. I. ABBREVIATIONS: B. = BOTTOM B.L. = BRICK LEDGE EL C.I.P. = CAST IN PLACE CMU = CONCRETE MASONRY UNIT E.E. = EACH END E.F. = EACH FACE E.W. = EACH WAY F.V. = FIELD VERIFY GALV. = GALVANIZED LLH = LONG LEG HORIZONTAL LLV = LONG LEG VERTICAL N.T.S. = NOT TO SCALE O.C. = ON CENTER P.A.F. = POWER ACTUATED FASTENERS P.C. = PRECAST P.T. = PRESSURE TREATED S.O.G. = SLAB ON GRADE T. = TOP T.O.F. = TOP OF FOOTING ELEVATION T.O.P. = TOP OF PIER ELEVATION T.O.S. = TOP OF SLAB ELEVATION T.O.STL. = TOP OF STEEL ELEVATION T.O.W. = TOP OF WALL ELEVATION TYP. = TYPICAL U.N.O. = UNLESS NOTED OTHERWISE W.W.F. = WELDED WIRE FABRIC G. COLD FORMED METAL FRAMING 1. ALL EXTERIOR WALL STUDS SHALL BE 6” METAL “C” STUDS SPACED AT 16” o.c. OR 24” o.c. SEE PLAN FOR ADDITIONAL INFORMATION. THE STUD SIZES INDICATED ON THE DOCUMENTS SHALL BE USED FOR BIDDING ONLY. FULLY DETAILED COLD FORMED METAL FRAMING SHOP DRAWINGS SHALL BE DEVELOPED BY THE CFMF CONTRACTOR. THE SIZES SPECIFIED AND DETAILS INDICATED ON THE APPROVED CFMF CONSTRACTORS FULLY ENGINEERED SHOP DRAWINGS SHALL GOVERN THE CONSTRUCTION OF THE CFMF SYSTEM. 2. MATERIALS: a. COLD-FORMED METAL STUDS AND JOISTS SHOWN ON THE CONTRACT DOCUMENTS ARE DESIGNATED BY “DEPTH”, “SHAPE”, “WIDTH”, AND “THICKNESS” AS FOLLOWS: 1. DEPTH: 362 (3-5/8”), 600 (6”), 800 (8”), ETC. 2. SHAPE: S (C-SHAPE), T (TRACK), U (CHANNEL) 3. WIDTH: 125 (1-1/4”), 162 (1-5/8”), 200 (2”), ETC. 4. THICKNESS: -43 (18 GA.), -54 (16 GA.), -68 (14 GA.), -97 (12 GA.) b. ALL 18 GA. AND LIGHTER STUDS TO BE 33 KSI MATERIAL c. ALL 16 GA. AND HEAVIER STUDS TO BE 50 KSI MATERIAL. d. ALL TRACKS AND ACCESSORIES: FY = 33 KSI MINIMUM. 3. SPECIFICATIONS: a. WELDING PERSONNEL AND PROCEDURES ARE TO BE QUALIFIED PER AWS. DESIGN, FABRICATION, AND ERECTION TO BE GOVERNED BY LATEST REVISIONS OF: 1. AISI “SPECIFICATION OF THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS.” 2. STRUCTURAL WELDING CODE, AWS D1.3 OF THE AMERICAN WELDING SOCIETY. 4. SUBMITTALS: a. SUBMIT MANUFACTURER’S STANDARD PRODUCT DATA AND INSTALLATION INSTRUCTIONS FOR EACH TYPE OF COLD-FORMED METAL FRAMING AND ACCESSORY REQUIRED. b. SUBMIT FULLY DIMENSIONED ERECTION PLANS AND CONNECTION DETAILS INDICATING ALL COMPONENT AND MEMBER LOCATIONS, ORIENTATION, AND LAYOUT. PLANS TO INCLUDE MEMBER SIZES, TYPES, GAGE DESIGNATIONS, QUANTITY AND SPACING. ALSO INCLUDE DETAILS OF CONNECTIONS NOTED SCREW TYPES, QUANTITIES, LOCATIONS, WELD SIZES, LENGTHS, AND LOCATIONS, AND ADDITIONAL STRAPPING, BRACING, OR ACCESSORIES REQUIRED FOR A PROPER AND COMPLETE INSTALLATION. 5. CONNECTIONS: a. FIELD CONNECTIONS MAY BE EITHER WELDED OR SCREWED, EXCEPT AS SPECIFICALLY DETAILED OTHERWISE. b. WELD SIZE TO BE 1/8” WITH AWS TYPE 6013 OR 7014 RDD. c. EXCEPT AS NOTED OTHERWISE, MECHANICAL FASTENERS TO BE SELF TAPPING #10-16 SCREWS. 6. FINISH: a. ALL MATERIAL TO BE GALVANIZED COATED IN ACCORDANCE WITH ASTM A525 G-60. b. TOUCH-UP FIELD WELDS WITH ZINC RICH PAINT. 7. MISCELLANEOUS: A. ALL FIELD CUTTING TO BE PERFORMED WITH A SAW. B. TRACKS TO BE SECURELY ANCHORED TO SUPPORTING STRUCTURE WITH WELD OR SCREW AT EACH SIDE OF TRACKS. C. PROVIDE HORIZONTAL BRIDGING AT 6’-0” O.C. MAX. FOR ALL STUD WALLS UNLESS NOTED OTHERWISE. BRIDGING IS NOT REQUIRED FOR PORTIONS OF INTERIOR NON- LOADBEARING STUD WALLS WHERE BOTH SIDES ARE FACED W ITH SHEATHING. D. WEB PUNCH-OUTS FOR BOX HEADERS ARE TO BE LOCATED A MINIMUM OF 10” AWAY FROM BEARING AND CONCENTRATED LOAD LOCATIONS. IF A PUNCH-OUT FALLS WITHIN 10” OF THESE LOCATIONS, PROVIDE REINFORCEMENT FOR THE MEMBER AS REQUIRED. ALTERNATELY, UN-PUNCHED SECTIONS MAY BE PROVIDED FOR BEAMS, JOISTS, AND RAFTERS. E. EACH MEMBER OF MULTIPLE MEMBER COLUMNS ARE TO BE SCREWED TOGETHER USING FULL-HEIGHT TRACKS AND #10 SCREWS AT 12” o.c. ALTERNATELY, MULTIPLE MEMBER COLUMNS MAY BE WELDED TOGETHER WITH A 1” WELD AT 18”ON CENTER, EACH SIDE, EACH PIECE, FOR THE FULL LENGTH OF THE COLUMN. PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 2021-0012 20297 STRUCTURAL NOTES 04 MARCH 2022 S0.00SPC JPF WRH MEDVET CARMEL - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONMAIN WIND FORCE DESIGN PRESSURES (PSF) LRFD HEIGHT PRESSURE 26'-0" 21.0 PSF COMPONENT AND CLADDINGDESIGN PRESSURES (PSF) LRFD ZONE EWA (SQ. FT.) ROOF INT. 1 ROOF EDGE 2 ROOF CORNER 3 WALL INTERIOR 4 WALL CORNER 5 10 -25 -41 -41 22 -24 22 -30 20 -24 -37 -37 21 -23 21 -28 50 -23 -31 -31 20 -22 20 -25 100 -22 -26 -26 19 -21 19 -23 200 -22 -26 -26 18 -20 18 -21 500 -22 -26 -26 17 -19 17 -19 TYPE II 1/4 1 1/2"7 1/2"7 1/2"1 1/2"1/4 1 1/2" 7 1/2"7 1/2"1 1/2" TYPE I 1/4 1 1/2" 4 1/2" 4 1/2" 1 1/2"1 1/2"4 1/2"4 1/2"1 1/2"1/4 1 1/2" 4"4"1 1/2"1 1/2"4"4"1 1/2"1/4 1 1/2" 5 1/2"5 1/2"1 1/2"1 1/2"5 1/2"5 1/2"1 1/2"HSS5x5 HSS6x6 HSS8x8 1/4 1 1/2" 3 1/2"3 1/2"1 1/2"1 1/2"3 1/2"3 1/2"1 1/2"HSS3 1/2x3 1/2 P24 2' - 0"2' - 0"24" SQ. CONC. PIER w/ 4 #8 VERT. & #3 TIES @ 10" o.c. PROVIDE (3) ADD'L #3 TIES @ 2" o.c. @ TOP OF PIER CLR. 1 1/2" P20 1' - 8"1' - 8"20" SQ. CONC. PIER w/ 4 #7 VERT. & #3 TIES @ 10" o.c. PROVIDE (3) ADD'L #3 TIES @ 2" o.c. @ TOP OF PIER CLR. 1 1/2" ANCHOR BOLT TYPE 1 ASTM F1554 GRADE 36 HEAVY HEX NUTS PL. WASHER T.O.CONC.PROJECTIONEMBED8"3/4" ØTHREAD ANCHOR BOLT TYPE 2 ASTM F1554 GRADE 55 HEAVY HEX NUTS PL. WASHER T.O. CONC.THREAD1" Ø PROJECTIONEMBED1' - 8"BASE PL PLATE WASHER w/ STANDARD HOLE GROUTN.S.ANCHOR ROD, SEE COL. SCHEDULE BASE PL PLATE WASHER w/ STANDARD HOLE GROUTN.S.ANCHOR ROD, SEE COL. SCHEDULE ANCHOR ROD Ø BASE PLATE HOLE Ø PLATE WASHER SIZE 3/4" 1 5/16" 1/4x2x2 1" 1 13/16" 3/8x3x3 1 1/2" 2 5/16" 1/2x3 1/2x3 1/2 2" 3 1/4" 3/4x5x5 FOUNDATION PLAN FOUNDATION PLAN 100' - 0"100' - 0" SECOND FLOOR FRAMING SECOND FLOOR FRAMING 111' - 6 1/2"111' - 6 1/2" ROOF FRAMING ROOF FRAMING 126' - 0 1/2"126' - 0 1/2" Column Locations A-1, A-8 A-2, A-3, A-4, A-5, A-6, A-7 B-1 B-8 C-1 C-2, C-3, C-4, C-5, C-6, C-7 C-8 D-1 D-2.2 E-1, E-2.2, F-1, F-2.2 Y-21, Z-20 Y-22, Y-24, Y-26, Y-27, Y-28, Z-22, Z-23, Z-25, Z-27, Z-28W12X53HSS6X6X1/4W12X53W12X53W12X53HSS8X8X3/8W12X53HSS6X6X1/4HSS6X6X1/4HSS5X5X1/4Type II 1 3/4x18x18 (4) 1" Diam. 20" Embed. Type I 3/4x12x12 (4) 3/4" Diam. 8" Embed. Type II 1 3/4x18x18 (4) 1" Diam. 20" Embed. Type II 1 3/4x18x18 (4) 1" Diam. 20" Embed. Type II 1 3/4x18x18 (4) 1" Diam. 20" Embed. Type I 3/4x12x12 (4) 3/4" Diam. 8" Embed. Type II 1 3/4x18x18 (4) 1" Diam. 20" Embed. Type I 3/4x12x12 (4) 3/4" Diam. 8" Embed. Type I 3/4x12x12 (4) 3/4" Diam. 8" Embed. Type I 3/4x11x11 (4) 3/4" Diam. 8" Embed.HSS3-1/2X3-1/2X1/4Type I 3/4x10x10 (4) 3/4" Diam. 8" Embed.HSS3-1/2X3-1/2X1/4Type I 3/4x10x10 (4) 3/4" Diam. 8" Embed. BP TYPE SIZE A. BOLT SIZE A. BOLT EMBED BP TYPE SIZE A. BOLT SIZE A. BOLT EMBED ISOLATION JOINT (E) 2x6 WOOD STUDS EL. SEE PLAN EL. SEE PLAN CONC. SLAB ON GRADE SEE FDN PLAN (E) CMU FDN WALL ISOLATION JOINT HSS COL. EL. SEE PLAN EL. SEE PLAN CONC. SLAB ON GRADE SEE FDN PLAN (E) CMU FDN WALL GROUT (E) FDN WALL 100% SOLID @ COL. 1" N.S. GROUT (2) 5/8" DIAM. THREADED RODS. DRILL & EPOXY (6" EMBED.) 5 1/4"1' - 0"2"4"4"2"2 5/8"2 5/8" 1/4 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 2021-0012 20297 COLUMN SCHEDULE 04 MARCH 2022 S0.01SPC JPF WRH MEDVET CARMEL - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION0'6"1'2'3" SCALE: 3/4" = 1'-0"A BASE PL. DETAILS TYP. COLUMN BASE PLATE TYPES 0'1'2'3'6" SCALE: 1/2" = 1'-0"B PIER DETAILS 0'6"1'2'3" SCALE: 3/4" = 1'-0"C SECTION N.T.S. Column Schedule 0'6"1'2'3" SCALE: 3/4" = 1'-0"1 SECTION 0'6"1'2'3" SCALE: 3/4" = 1'-0"2 SECTION 1' - 0"10' - 0"92' - 5"46' - 10"55' - 5"66' - 10" 15' - 0"25' - 5"15' - 0" x12 x12 x10 4' - 7"15' - 0"7' - 5 1/4"8' - 6"4' - 10 3/8" 2' - 6 5/8" 15' - 0" 8" 4 3/4" x8 x8 x7 x7 x6.5 x6 x5 x2 x1 x1 5.5 xA xB xC xD xE xF 1' - 0"10' - 0"17' - 9 3/4"16' - 4 1/2"23' - 8"23' - 0"6 3/4"x11 x9 x4 x3 1' - 0"23' - 4 1/4"1' - 0 3/4" A A 1 1 2 2 3 4 5 6 7 8 F 2.2 14' - 1 1/8"12' - 11 1/8"19' - 0 3/8"11' - 1"1' - 5 5/8" 4' - 4" 169' - 1" B B C C (E) MRI CASSETTE TO REMAIN E D D 1' - 7 5/8" 30' - 8"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 8"1' - 7 5/8"1' - 7 5/8"10' - 10"13' - 3"7' - 6 5/8"1' - 7 5/8"24' - 1"6' - 2"17' - 1"20' - 0"1' - 7 5/8"10' - 10"13' - 3"1' - 7 5/8" 34' - 10 3/16" 30' - 8"4' - 2 3/16" 4' - 3 3/8" ELEV. PIT EL. 96'-0" 4" CONC. SLAB ON GRADE TOP OF SLAB EL. 100'-0" 4" CONC. SLAB ON GRADE TOP OF SLAB EL. 100'-0" F3 EL. 97' - 4" F3 EL. 97' - 4" F3 EL. 97' - 4" F3 EL. 97' - 4" F4 EL. 97' - 4" F8.5 EL. 97' - 4" F8.5 EL. 97' - 4" F8.5 EL. 97' - 4" F6 EL. 97' - 4" F6 EL. 97' - 4" F3 EL. 97' - 4" F7.5 EL. 97' - 4" F6 EL. 97' - 4" F6 EL. 97' - 4" F7.5 EL. 97' - 4" F6 EL. 97' - 4" F7.5 EL. 96' - 8" F6 EL. 97' - 4" F7.5 EL. 97' - 4" F6 EL. 97' - 4" F7.5 EL. 97' - 4" F8.5 EL. 97' - 4" F8.5 EL. 97' - 4" F8.5 EL. 97' - 4" 214' - 7 1/4"70' - 7 1/4"33' - 3 1/4"5' - 6"20' - 4"4' - 2"2' - 0"7 S3.01 7 S3.01 8 S3.01@ DOORS8 S3.01@ DOORS8 S3.01@ DOORS8 S3.01@ DOORS8 S3.01@ DOORS8 S3.01@ DOORS10 S3.01 10 S3.01 1' - 1 5/8"11 S3.01 11 S3.01 11 S3.01 11 S3.01 1' - 1 5/8"1' - 1 5/8"1' - 3 5/8"11 S3.01 13 S3.01@ COL.14 S3.01 15 S3.01 F24 F24 EL. 99' - 4"10' - 0"33' - 8"43' - 8"48' - 9"9' - 9 1/4" 2' - 9"23' - 8"16' - 6 1/4" 6' - 4 3/8"19' - 3 1/4"4' - 4 3/8"7' - 0 1/4"4"4"(E) F4 EL. 97' - 4" (E) F4 EL. 97' - 4" F24 EL. 97' - 4" (E) 3' - 3 5/8" P24 P24 P24 P24 P24 P24 1' - 0"1' - 0"15' - 3"21' - 6"17' - 6 1/4" 8 3/8" Y Z 11' - 2 7/8"13' - 11 3/8"12' - 9 1/4"10' - 9 1/2"20 22 23 25 27 28 1' - 9 3/4" 10' - 10 1/4"10' - 6 1/2"6' - 4 7/8"12' - 5 1/4"12' - 2 1/8"1/2" 21 24 26 2' - 0 1/8" 10' - 7 7/8"10' - 9"6' - 1 5/8"12' - 6"12' - 2 1/8"1/2" F3 EL. 99' - 4" F3 EL. 99' - 4" TYP. TYP.43' - 8"8' - 6 7/8"32' - 5 1/2" GROUT (E) CMU FDN WALL 100% 2' - 0" 1 S0.01 2 S0.01@ COL.1' - 5 7/16" 12 S3.01 P24 P24P24 9 S3.01 9 S3.01 P24 P24P24 F24 EL. 97' - 4" TYP.@ COL.13 S3.01 15 S3.01 EL. 98' - 0" EL. 98' - 0" E L. 9 8' - 0 " F24 EL. 99' - 4" F24 F 2 4 5' - 0"9' - 0"5' - 0" 4" CONC. SLAB ON GRADE TOP OF SLAB EL. 100'-3 1/2" RAMP FOUNDATION NOTES 1. REFERENCE ELEVATION 100'-0" = SEE CIVIL FOR U.S.G.S. EL. (NAVD 1988). 2. FOOTINGS SHALL BE FOUNDED ON NATURAL STIFF TO VERY STIFF COHESIVE SOILS OR ON ENGINEERED FILL AT THE ELEVATIONS SHOWN WITH A DESIGN BEARING CAPACITY OF 2,000 PSF. ALL FOOTING EXCAVATIONS SHALL BE INSPECTED AND APPROVED BY THE SOILS ENGINEER FOR THE BEARING CAPACITY INDICATED ABOVE PRIOR TO PLACING CONCRETE. 3. KEEP FOUNDATION EXCAVATIONS FREE OF WATER AT ALL TIMES. REPLACE SOFT OR WEAKENED SOIL WITH CLASS IV CONCRETE. 4. ELEVATIONS SHOWN AT FOOTINGS ARE TOP OF FOOTING ELEVATION (T.O.F.). 5. ALL EXTERIOR FOOTINGS TO BEAR MIN. 3'-0" BELOW ADJACENT GRADE. ADJUST BOTTOM OF FOOTING AS REQUIRED. 6. INDICATES FOOTING STEP, SEE DETAIL . 7. ALL EXTERIOR T.O.F. EL. = 97'-4", U.N.O. 8. ALL INTERIOR T.O.F. EL. = 99'-4", U.N.O. 9. TOP OF PIER ELEVATION (T.O.P.) EL. = 99'-4", U.N.O. 10. ALL CONCRETE PIERS SHALL BE TYPE P20, U.N.O. SEE DETAIL FOR ADDITIONAL INFORMATION. 11. FLOOR CONSTRUCTION = 4" THICK CONCRETE SLAB ON GRADE REINFORCED WITH SYNTHETIC FIBER REINFORCING, U.N.O. SEE DETAIL AND FOR TYPICAL CONCRETE SLAB-ON-GRADE CONSTRUCTION. 12. TOP OF SLAB EL. (T.O.S.) = 100'-0", U.N.O. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR MINOR DEPRESSIONS AND SLOPES TO DRAINS. 13. PROVIDE THICKENED SLAB PER DETAIL UNDER ALL CMU WALLS WHICH ARE NOT ON FOOTINGS, AND UNDER STAIR POSTS AND STRINGERS. SEE ARCHITECTURAL DRAWINGS FOR LOCATION. 14. INDICATES 8" CMU WALLS REINFORCED WITH #5 @ 32" o.c. VERTICAL REINFORCING STEEL. ALL CMU WALLS SHALL BE REINFORCED WITH A MINIMUM #5 @ 32" o.c. VERT., U.N.O. GROUT CORES 100% SOLID AT VERT. REINFORCING LOCATIONS. SEE DETAIL FOR ADDITIONAL INFORMATION. 15. SEE SHEET S0.0 FOR GENERAL STRUCTURAL NOTES. 16. SEE SHEET S0.1 FOR COLUMN SCHEDULE. 17. SEE FOR TYPICAL FOOTING EXCAVATION CLEARANCE REQUIREMENTS. 18. SEE FOR TYPICAL UNDERGROUND PIPE OR CONDUIT UNDER FOOTING CONSTRUCTION. 19. SEE FOR TYPICAL UNDERGROUND PIPE OR CONDUIT THROUGH FOOTING CONSTRUCTION. 20. SEE FOR TYP. CONTROL JOINT @ STEEL COLUMN CONSTRUCTION 21. CANTILEVERED RETAINING WALLS HAVE BEEN DESIGNED FOR AN EQUIVALENT LATERAL FLUID PRESSURE OF 40 PCF. BACKFILL AGAINST ALL RETAINING WALLS SHALL CONSIST OF FREE DRAINING GRANULAR MATERIAL FOR FULL HEIGHT OF THE WALL. MINIMUM THICKNESS OF GRANULAR BACKFILL MATERIAL SHALL BE 2'-0". COORDINATE BACKFILL REQUIREMENTS WITH RECOMMNEDATIONS IN THE GEOTECHNICAL REPORT. 22. FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS RELATED TO EXISTING BUILDING PRIOR TO START OF NEW CONSTRUCTION. 8S532 /1.3 S3.01 /1.1 S3.01 /1.2 S3.01 /1.4 S3.01 /6 S3.01 /2 S3.01 /4 S3.01 /3 S3.01 /B S0.01 /5 S3.01 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 2021-0012 20297 FOUNDATION PLAN 04 MARCH 2022 S1.01SPC JPF WRH MEDVET CARMEL - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION0'4'8'2'1' SCALE: 1/8" = 1'-0"A FOUNDATION PLAN NCONTINUOUS FOOTING SCHEDULE Mark Width Thickness Reinforcement F24 2' - 0" 1' - 0" 2 #4 CONT. FOOTING SCHEDULE (2000 PSF SOIL) Mark Size ReinforcementLength Width Thickness F3 3' - 0" 3' - 0" 1' - 0" 4#5 E.W. F4 4' - 0" 4' - 0" 1' - 0" 4#5 E.W. F6 6' - 0" 6' - 0" 1' - 2" 6#5 E.W. F7.5 7' - 6" 7' - 6" 1' - 4" 6#7 E.W F8.5 8' - 6" 8' - 6" 1' - 6" 7#7 E.W. TOP & BOTT. x12 x12 x10 x8 x8 x7 x7 x6.5 x6 x5 x2 x1 x1 5.5 xA xB xC xD xE xF x11 x9 x4 x3 A A 1 1 2 2 3 4 5 6 7 8 F 2.2 30' - 8"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 8"24' - 1"6' - 2"17' - 1"20' - 0"B B C C10' - 10"13' - 3"6' - 2"3 1/8"(E) MRI CASSETTE TO REMAIN E 34' - 10 3/16" D D 4' - 2 3/16"10' - 10"13' - 3"6' - 2"6' - 2"1' - 3"W18X35 [30] W16X26 (SL) W16X26 (SL) W16X26 (SL) W16X26 (SL)W16X26W16X26W16X26W16X26W16X26 (SL)W10X12[6]W10X12[6]W10X12[6]W10X12[6]W16X50[8]W16X26[12]W16X26[12]W16X26[12]W18X35[30]W18X35[30]W24X68[24]W18X35[30]W18X35[30]W24X68[24]W10X12[6]W24X68[24]W18X35[30]W18X35[30]W24X68[24]W18X35[30]W18X35[30]W24X68[24]W18X35[30]W18X35[30]W16X57[4]W16X57[8]W21X44 [38]W21X44 [20]W21X44 [20]W18X40 [18]W21X44 [20]W18X40 [15] (E) W14X26 (E) W14X26 (E) W14X26 (E) W14X26 (E) W14X26 (E) W18X50 (E) W14X26 (E) W14X30 (E) W14X30 (E) W14X30 (E) W16X36(E) W16X36 (E) W16X36(E) W16X36 (E) W16X36(E) W16X36 (E) W16X36(E) 20" DP. I-JOISTSVERIFY(E) 20" DP. I-JOISTSVERIFY(E) 20" DP. I-JOISTSVERIFYW21X44 [47] W18X40 [38]W21X44 [20]W21X44 [20]W16X26 [4]W21X44 [20]W21X44 [20]W21X44 [38]1' - 0"7' - 7"8' - 6"10' - 0"10' - 0"W24X68[6]W24X68[6]W24X68[6]W24X68[6]W24X68[6]5' - 8"20' - 8"3' - 8" 10' - 3"10' - 2"10' - 3"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"6' - 4 3/8"4' - 4 3/8"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 3"10' - 2"10' - 3" W12X19 W12X19W16X26 [4]W10X12[6]6' - 4 3/8"7' - 4 5/8"8' - 6"7' - 9" 2' - 9"48' - 0"34' - 0"10' - 0"48' - 0"34' - 0"10' - 0"15' - 0"25' - 0"15' - 0" 55' - 0"92' - 0"46' - 6"55' - 0"66' - 6" 168' - 0" 3' - 10 1/2"11' - 4"2' - 0"23' - 0"23' - 8"16' - 4 1/2"17' - 9 3/4"W16X50[8]W16X50[8]Y Z 20 22 23 25 27 28212426 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 2 S4.01 2 S4.01 1 S4.01 1 S4.01 3 S4.01 3 S4.01 4 S4.01 4 S4.01 7 S4.01 7 S4.01 6 S4.01 9 S4.01 10 S4.01 SEE FOR MOM. CONN. /6 S4.02 11 S4.0113 S4.01 5 7/8"9 1/8"(111' -6 3/4")(111' -6 3/4")(111' -6 3/4")(111' -9 3/4")(111' -9 3/4")(111' -6 3/4")(111' -6 3/4") (108' -6")(111' -6 3/4")(111' -6 3/4")(111' -6 3/4")(111' -6 3/4")(111' -6 3/4") (111' -6 3/4")(111' -6 3/4")(111' -6 3/4")(111' -6 3/4") (E) F.F. EL. 112'-0" W8X15 W21X93 8' - 6 7/8"32' - 5 1/2"(E) P.E. WOOD TRUSS @ 24" o.c.(E) P.E. WOOD TRUSS @ 24" o.c.HSS4X4X1/4 TYP. OF 3 3 S5.01 5 S5.01 3 S5.01 3 S5.01SIM.5 S4.01 12 S4.01 14 S4.01 14 S4.01 RTU 1,500 LBS. RTU 1,500 LBS. RTU 1,500 LBS. RTU 1,600 LBS.RTU2,700 LBS.SEE FOR MOM. CONN. /7 S4.02 (+1' -9 3/4")(+1' -9 3/4")(+2' -6 7/16")(+2' -6 7/16")10' - 0"10' - 0"10' - 0"8S5321 S4.02@ COL.2 S4.02@ COL.@ COL.13 S4.01 L2x2x1/4, TYP. EXAM LIGHT, TYP L3x3x1/4, TYP. L3x3x1/4, TYP. MC6x12, TYP. 8 S4.02TYP.9 S4.02TYP.MC6X12 MC6X12 3" DIA. STD. PIPE COL, TYP. ALL (E) WOOD TRUSSES UNDERNEATH AND ADJACENT TO NEW RTU'S TO BE REINFORCED ON BOTH SIDES, TOP & BOT., w/ 1/2" PLYWOOD SHEATHING ALONG ENTIRE LENGTH OF TRUSS ALL (E) WOOD TRUSSES UNDERNEATH AND ADJACENT TO NEW RTU'S TO BE REINFORCED ON BOTH SIDES, TOP & BOT., w/ 1/2" PLYWOOD SHEATHING ALONG ENTIRE LENGTH OF TRUSS FLOOR FRAMING NOTES (STEEL) 1. DESIGN FLOOR LIVE LOADS CORRIDORS ABOVE FIRST FLOOR: 80 PSF LOBBIES, STAIRS AND EXITS: 100 PSF OFFICE: 50 PSF + 15 PSF PARTITION ALLOWANCE A. LIVE LOADS REDUCED PER OBC. 2. FLOOR CONSTRUCTION: 3 1/2" OF NORMAL WEIGHT CONCRETE ON 2" DP. x 18 GA. GALVANIZED COMPOSITE METAL FLOOR DECK (5 1/2" TOTAL SLAB THICKNESS) WITH 6x6-W2.1/W2.1 WWF. 3. TOP OF SLAB ELEVATION (T.O.S.) = 112'-0", U.N.O. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR MINOR SLOPES, C.I.P. CONCRETE CURBS, DRAINS, OPENINGS FOR PIPES AND DUCTS; ETC. 4. TOP OF STEEL ELEVATION (T.O.STL.) = 111'-6 1/2", UNLESS NOTED THUS: (+/-). 5. SEE SHEET FOR GENERAL STRUCTURAL NOTES. 6. SEE SHEET FOR COLUMN SCHEDULE. 7. SEE DETAIL FOR CONCRETE FLOOR SLAB FINISHING REQUIREMENTS AND BEAM/DEFLECTION DUE TO THE WEIGHT OF WET CONCRETE. 8. "[ X ]" INDICATES NUMBER OF 3/4 INCH DIAMETER HEADED SHEAR STUDS REQUIRED ON TOP FLANGE OF BEAM. SEE SECTION FOR LAYOUT AND SPACING REQUIREMENTS OF SHEAR STUDS. 9. INDICATES MOMENT FRAME CONNECTIONS. SEE DETAIL . 10. INDICATES THROUGH COL. MOMENT CONNECTIONS. SEE DETAIL . 11. INDICATES 8" CMU WALLS REINFORCED W ITH #5 @ 32" o.c. VERTICAL REINFORCING STEEL. ALL CMU WALLS SHALL BE REINFORCED WITH A MINIMUM #5 @ 32" o.c. VERT., U.N.O. GROUT CORES 100% SOLID AT VERT. REINFORCING LOCATIONS. SEE DETAIL FOR ADDITIONAL INFORMATION. 12. INDICATES FLOOR OPENING. DETERMINE THE EXACT SIZE AND LOCATION FROM THE ARCHITECTURAL AND MECHANICAL DRAWINGS AND THROUGH COORDINATION WITH THE APPROPRIATE CONTRACTORS. PROVIDE A STEEL FRAME AT ALL FLOOR OPENINGS PER SECTION . 13. SEE DETAIL FOR BEAM BEARING ON MASONRY CONSTRUCTION. 14. SEE DETAIL FOR TYPICAL EXAM LIGHT SUPPORT AT (E) WOOD FRAMING 8S532 /3 S4.02 /6 S4.02 /6 S3.01 S0.00 S0.01 /4 S4.02 /5 S4.02 /7 S4.02 /8 S4.01 /10 S4.02 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 2021-0012 20297 SECOND FLOOR / LOW ROOF FRAMING PLAN 04 MARCH 2022 S2.01SPC JPF WRH MEDVET CARMEL - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONN0'4'8'2'1' SCALE: 1/8" = 1'-0"A SECOND FLOOR FRAMING x12 x12 x10 x8 x8 x7 x7 x6.5 x6 x5 x2 x1 x1 5.5 xA xB xC xD xE xF x11 x9 x4 x3 A A 46' - 6"55' - 0"66' - 6"3' - 2 1/2"6' - 2"24' - 1"10' - 10"13' - 3"1 1 2 2 3 4 5 6 7 8 30' - 8"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 8" F 2.2 (E) T.B.E. 123'-3"(E) T.B.E. 123'-3" (E) T.B.E. 123'-3" (E) P.E. WOOD TRUSS @ 24" o.c. B B C C E D D10' - 10"13' - 3"W16X36 (SL)W16X36 (SL)W16X26 (SL)W16X26 (SL)W16X26 (SL)W24X55 (SL)W16X26 (SL)W16X26 (SL)W24X55 (SL)W16X26 (SL)W16X26 (SL)W24X55 (SL)W10X12 (SL)W10X12 (SL)W24X55 (SL)W16X31 (SL)W16X31 (SL)W24X55 (SL)W16X26 (SL)W16X26 (SL)W24X55 (SL)W16X26 (SL)W16X26 (SL)W16X36 (SL)W16X31 EL.126' -0 1/2"W16X31 EL.126' -0 1/2" W16X31 EL.126' -8 1/2" W16X31 EL.126' -0 1/2" W18X40 EL.126' -8 1/2"W16X31 EL.126' -8 1/2" W16X26 EL.126' -0 1/2" W16X31 EL.126' -0 1/2" W16X31 EL.126' -8 1/2"W16X31 EL.126' -8 1/2" W16X31 EL.126' -0 1/2" W16X31 EL.126' -8 1/2" W16X31 EL.126' -0 1/2"W16X36 (SL)W10X12 W10X12 W16X26 EL.126' -0 1/2" 10' - 4"10' - 1"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0" 10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 3"10' - 2"10' - 3" W8X18W10X12 (SL)W10X12 (SL)168' - 0"92' - 0"15' - 0"25' - 0"15' - 0" 55' - 0"10' - 0"1 S5.01 2 S5.01 2 S5.01 3 S5.01 3 S5.01 4 S5.01 4 S5.01 6 S5.01 7 S5.01 7 S5.01 8 S5.01 (E) W16X36(E) W16X36 (E) W16X36 (E) W16X36(E) W16X36(E) W16X36(E) W16X36(123' -1 1/2")(123' -1 1/2")(123' -1 1/2")(123' -1 1/2")(123' -1 1/2")(123' -1 1/2")(123' -1 1/2")3"W16X31 EL.126' -8 1/2" RTU 1,500 LBS. RTU 1,500 LBS. RTU 4,200 LBS. RTU 8,200 LBS.W16X36 (SL)MATCH EXISTING TRUSS PROFILE W8X10W8X10 W8X10 W8X10 W8X10 (SL)W8x10 BENEATH RTU CURB, TYP. COORD. LOCATION w/ MECH. CONTR. C6x8.2 @ ROOF OPENINGS, TYP. COORD. LOCATION w/ MECH. CONTR. SEE FOR MOM. CONN. /7 S4.02@ COL.@ COL.@ COL.SEE FOR MOM. CONN. /6 S4.02 3 S5.01 ROOF HATCH OPENING. ARCH. TO CONFIRM LOCATION W8X10(126' -5 1/2") W10X12 W10X12 W10X122' - 11 5/8"W10X12 W10X12 MC6X12 8 S4.02 9 S4.02TYP.TYP.ALL (E) WOOD TRUSSES UNDERNEATH AND ADJACENT TO NEW RTU'S TO BE REINFORCED ON BOTH SIDES, TOP & BOT., w/ 1/2" PLYWOOD SHEATHING ALONG ENTIRE LENGTH OF TRUSS SCREEN WALL FRAMING NOTES (STEEL) 1. DESIGN ROOF SNOW LOADS = 20 PSF PLUS THE EFFECTS OF DRIFTING SNOW PER OBC. 8 PSF NET WIND UPLIFT. 2. ROOF CONSTRUCTION: 3" x 20 GA. GALVANIZED WIDE RIB METAL ROOF DECK, U.N.O. 3. ALL EXTERNAL EXPOSED STEEL IS TO BE GALVANZIED 4. ELEVATIONS SHOWN INDICATE THE FOLLOWING: AT BEAMS: TOP OF BEAM EL. (U.N.O.) WORKPOINTS OF SLOPING MEMBERS ARE LOCATED AT CENTERLINES OF COLUMNS & SUPPORTING BEAMS AND AT THE OUTSIDE FACE OF WALLS, U.N.O. 5. SEE SHEET FOR GENERAL STRUCTURAL NOTES. 6. SEE DETAIL FOR TYPICAL DECK FASTENING PATTERN. 7. INDICATES ROOF OPENING. DETERMINE THE EXACT SIZE AND LOCATION FROM THE ARCHITECTURAL AND MECHANICAL DRAWINGS AND THROUGH COORDINATION WITH THE APPROPRIATE CONTRACTORS. PROVIDE A STEEL FRAME PER SECTION AT ALL OPENINGS LARGER THAN 9". 8. INDICATES MECHANICAL LOADS SUPPORTED ON THE ROOF. COORDINATE THE SIZE, LOCATION AND WEIGHTS OF ALL UNITS WITH THE MECHANICAL CONTRACTOR. PROVIDE A STEEL FRAME BENEATH ALL UNIT CURBS SIMILAR TO SECTION . 9. SEE DETAIL FOR BEAM BEARING ON MASONRY CONSTRUCTION. 10. SEE DETAIL FOR TYPICAL EXAM LIGHT SUPPORT AT (E) WOOD FRAMING /10 S5.01 /9 S5.01 /9 S5.01 S0.00 /8 S4.01 /10 S4.02 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 2021-0012 20297 ROOF FRAMING PLAN 04 MARCH 2022 S2.02SPC JPF WRH MEDVET CARMEL - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONN0'4'8'2'1' SCALE: 1/8" = 1'-0"A ROOF FRAMING xE xF x9 x4 x3 A 1 2 3 4 5 6 7 8 B C D C8x11.5 HORIZ. & C6x8.2 VERT. EL. 136'-0" & 129'-0" TYP @ PERIMETER RTU 8,200 LBS.10' - 10"13' - 3"6' - 2"30' - 8"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 8"13' - 8 5/16"13' - 7 5/16"1' - 8 1/8"4' - 7 1/2"17' - 3 1/2"6' - 0"17' - 3 1/2" 1 S2.03 INDICATES SERVICE CLEARANCE. COORD. w/ MECH. 0" 0 " 0" 15' - 2 1/2"10' - 2"15' - 2 1/2" 5' - 0"5' - 0"5' - 0" 8' - 7 3/4"8' - 7 3/4"8' - 7 3/4"8' - 7 3/4" 1 S2.03 EL. SEE PLAN CAP PL ON POST C8x11.5 HORZ & C6x8.2 VERT. TOP AND BOTTOM HSS5x3x1/4 BENT FRAMES BASE PL 1/2x6x8 HSS4x4x1/4 POST 250S162-68 UNPUNCHED @ 48" O.C. MTL. SCREEN WALL PANEL L2x2x14 GA. CLIP w/ (4) #10 TEK SCREWS EACH LEG 5' - 0" ALL EXPOSED STEEL SHALL BE GALVANIZED W.P. W.P. 1/4 T.O. SCREEN EL. 136'-0" B.O. SCREEN EL. 127'-7" T.O.STL. EL. 129'-0" W.P. EL. 129'-0" 5"3"2' - 0"5"SCREEN WALL FRAMING NOTES (STEEL) 1. DESIGN ROOF SNOW LOADS = 20 PSF PLUS THE EFFECTS OF DRIFTING SNOW PER OBC. 8 PSF NET WIND UPLIFT. 2. ROOF CONSTRUCTION: 3" x 20 GA. GALVANIZED WIDE RIB METAL ROOF DECK, U.N.O. 3. ALL EXTERNAL EXPOSED STEEL IS TO BE GALVANZIED 4. ELEVATIONS SHOWN INDICATE THE FOLLOWING: AT BEAMS: TOP OF BEAM EL. (U.N.O.) WORKPOINTS OF SLOPING MEMBERS ARE LOCATED AT CENTERLINES OF COLUMNS & SUPPORTING BEAMS AND AT THE OUTSIDE FACE OF WALLS, U.N.O. 5. SEE SHEET FOR GENERAL STRUCTURAL NOTES. 6. SEE DETAIL FOR TYPICAL DECK FASTENING PATTERN. 7. INDICATES ROOF OPENING. DETERMINE THE EXACT SIZE AND LOCATION FROM THE ARCHITECTURAL AND MECHANICAL DRAWINGS AND THROUGH COORDINATION WITH THE APPROPRIATE CONTRACTORS. PROVIDE A STEEL FRAME PER SECTION AT ALL OPENINGS LARGER THAN 9". 8. INDICATES MECHANICAL LOADS SUPPORTED ON THE ROOF. COORDINATE THE SIZE, LOCATION AND WEIGHTS OF ALL UNITS WITH THE MECHANICAL CONTRACTOR. PROVIDE A STEEL FRAME BENEATH ALL UNIT CURBS SIMILAR TO SECTION . 9. SEE DETAIL FOR BEAM BEARING ON MASONRY CONSTRUCTION. 10. SEE DETAIL FOR TYPICAL EXAM LIGHT SUPPORT AT (E) WOOD FRAMING /10 S5.01 /9 S5.01 /9 S5.01 S0.00 /8 S4.01 /10 S4.02 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 2021-0012 20297 SCREENWALL FRAMING PLAN 04 MARCH 2022 S2.03Checker Designer Author MEDVET CARMEL - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION0'4'8'2'1' SCALE: 1/8" = 1'-0"A SCREEN WALL - HIGH N0'6"1'2'3" SCALE: 3/8" = 1'-0"1 SECTION 1.1 1.2 1.3 1.4 8" CONC. PIT WALL w/ #4 @ 12" o.c. HORZ. & VERT. CTR'D IN WALL 1 1 #5 @ 12" o.c. EA. WAY TOP & BOT. SUMP PIT (GC TO COORD. SIZE & LOCATION w/ ELEV. SUPPLIER. 1 1/2" DP. TYPE GW GALV. STEEL BAR GRATING 8" CMU #5 @ 12" o.c. EA. WAY UNDER SUMP PIT FREE-DRAINING GRANULAR BACKFILL (FULL HEIGHT)1' - 0"MIN. 8" MIN. 8" EL. 100'-0" EL. SEE PLAN 3" CLR.2" CLR.1' - 0"SEE PLAN FOR SIZE & SPACING OF VERT. REINFORCING. GROUT CORES 100% SOLID AT VERT. REINFORCING. DOWELS TO MATCH VERT. REINF. SIZE & SPACING ISOLATION JOINT CONC. SLAB ON GRADE TURN DOWN SLAB @ DOOR 8"UNDERGROUND PIPE OR CONDUIT PER MEP DRAWINGSPROVIDE SLEEVE W/ I.D. AT LEAST 2" LARGER THAN PIPE O.D. FOOTING LEAN CONCRETE ENCASEMENT PROVIDE SLEEVE W/ I.D. AT LEAST 2" LARGER THAN PIPE O.D.MIN.8"MIN. 8" MIN. 8" MIN. 8" EL. SEE PLAN EL. SEE PLAN EXTENT OF EXCAVATION CONTINUOUS OR SPREAD FOOTING. SEE PLAN. SEE FTG SCHEDULE 1 1 EL. SEE PLAN CMU or CONC. WALL SEE FTG SCHEDULE FOR REINF BENT BARS TO MATCH FTG SIZE & QUANTITY UNDERGROUND PIPE OR CONDUIT PER MEP DRAWINGS PROVIDE SLEEVE I.D. AT LEAST 2" LARGER THAN PIPE O.D.tt/2MIN. 1' - 0" MIN. 1' - 0"6"MIN.1' - 0"6 " 1 1 36 DIAM. MIN. EL. SEE PLAN6"tTYP. FOOTING STEP3 1 TYP. THICKENED SLAB IN S.O.G. 2 SAWED CONTROL JOINT (FILL W/JOINT SEALANT WHERE SLAB REMAINS EXPOSED). DRAINAGE BASECOURSE VAPOR BARRIER VIRGIN SOIL OR ENGINEERED FILL SAWN CONTROL JOINT (FILL W/JOINT SEALANT WHERE SLAB REMAINS EXPOSED). BOND BREAKER BETWEEN POURS RQD.UNDER ALL STAIR STRINGERS, STAIR POSTS, AND ALL MASONRY PARTITIONS W/ NO FOOTINGS. SEE ARCH. DWG'S. FOR LOCATIONS. TYP. CONCRETE SLAB-ON-GRADE SAWN CONTROL JOINT TYP. KEYED CONSTRUCTION JOINT W/ SAWN CONTROL JOINT SPACE FTG. STEPS 4'-0" O.C. (MIN.) MIN. 3/4"t/4 1/8"tCTR'D1 1/2" MIN.6"6"IS GREATER6" OR "t", WHICHEVER4ttt MIN. 24 DIAM.3" CLR.2'-0" MAX.BARS TO MATCH FTG. REINF. INDICATES FTG. STEP 2" CLR.2#5 CONT.t4"2 x 'W' 'W' T.O.S.T.O.S. T.O.S. T.O.F. T.O.F.{REINFORCING SYMBOL FROM PLAN FOOTING HOLD REINFORCING IN POSITION AT INTERVALS OF 96 DIA'S (MAX.) W/"REBAR POSITIONERS" AS MANUFACTURED BY HOHMANN & BARNARD WIRE PRODUCTS OR EQUAL. (MIN. OF 2 PER BAR.) ALL REINFORCEMENT SHALL BE ANCHORED IN POSITION PRIOR TO PLACING GROUT. SPLICE VERTICAL BARS WITH MECHANICAL COUPLERS WHICH DEVELOP 125% OF ASTM SPECIFIED YIELD STRENGTH, OR 48Ø LAPS. (LAP W/FTG. DOWELS 12" MIN.) REINF. CENTERED IN BLOCK CAVITY (U.N.0.) HORIZ. & VERT. REINF. PER SYMBOL CELLS CONTAINING STL. ARE FILLED W/GROUT; VERT. CELL SHOULD PROVIDE A CONT. CAVITY FREE OF MORTAR DROPPINGS AND AT LEAST 3"X4" IN SIZE. AT TOP OF INTERMEDIATE GROUT LIFTS, HOLD GROUT 2" BELOW TOP OF BLOCK NOTE: VERT. REINF. FULL HEIGHT OF WALL CODE FOR HORIZONTAL REINFORCING AS FOLLOWS: S-STD. LADDER TYPE 9 GA. JOINT REINFORCING AT 16" O.C. H-HEAVYWEIGHT JOINT REINFORCING (3/16"Ø SIDE RODS) AT 8" O.C. USE LADDER TYPE FOR 8" AND 10" C.M.U.'S, TRUSS TYPE FOR 12" C.M.U.'S. CODE FOR VERTICAL REINFORCING AS FOLLOWS: FIRST DIGIT IS BAR SIZE, NEXT TWO INDICATE SPACING IN INCHES. NOMINAL THICKNESS OF C.M.U. IN INCHES LOW LIFT-GROUTING TECHNIQUE, GROUT IS PLACED IN LIFTS TO 5'-0" MAX.PLACE MORTAR ON CROSS WEBS ADJACENT TO CELLS WHICH WILL BE GROUTED, TO PREVENT LEAKAGE 8S648 SEE FDN. PLAN3" CLR.CMU GROUT COURSE 100% SOLID CONC. SLAB #4 DOWELS @ 16" o.o. 18" 18" #4 X 48" LG. @ 16" o.c. GROUT CORES 100% SOLID AT REINF.CLR.1 1/2"3" CLR. #4 @ 16" o.c. VERT. EL. SEE PLAN EL. 100'-0"BELOW GRADE3' - 0" MIN.8" WIDE TURN-DOWN SLAB w/ 2 #4 CONT. BOTT. REINF.3" CLR.PLAN - AT INTERIOR COLUMNS BASE PLATE PLAN - AT CORNER COLUMNS PLAN - AT EXTERIOR COLUMNS 12 12 EXP. JT. FILLER EXP. JT. FILLER CONSTRUCTION OR CONTROL JOINT CONSTRUCTION OR CONTROL JOINT 12 12 EXP. JT. FILLER CONSTRUCTION OR CONTROL JOINT 3" CLR.SEE COL. SCHEDULE (E) CONC. SLAB SAW CUT THRU (E) SLAB 3" MIN. CONC. COVER AROUND STRUCTURAL STEEL BASE PL & A. BOLTS 1" NON-SHRINK GROUT SEE FDN. PLAN 3" CLR. EL. SEE PLAN EL. 100'-0" CLR. 1 1/2" SEE COL. SCHEDULE CONC. SLAB ISOLATION JOINT AROUND COL. 3" MIN. CONC. COVER AROUND STRUCTURAL STEELBASE PL & A. BOLTS 1" NON-SHRINK GROUT SEE FDN. PLAN SEE PIER SCHEDULE CLR.2"CLR.3"EL. 100'-0" EL. T.O.PIER EL. SEE PLAN 1' - 8" 3" CLR. ISOLATION JOINT 6" CFMF GROUT COURSE 100% SOLID GROUT CAVITY 100% SOLID BELOW FLOOR LINE EL. SEE PLAN EL. SEE PLAN CONC. SLAB ON GRADE 600T125-43 w/ 0.145" DIAM. P.A.F. @ 12" o.c. SEE FDN PLAN CMU 8" CMU TOP COURSE; GROUT 100% SOLID 1' - 2" 3/8" 1' - 1 5/8" 3" CLR. EL. T.O.PIER 1' - 8" EL. SEE PLAN EL. SEE PLAN BASE PL & A. BOLTS 1 1/2" NON-SHRINK GROUT SEE COL. SCHEDULE CONC. SLAB ISOLATION JOINT AROUND COL. 3" MIN. CONC. COVER AROUND STRUCTURAL STEEL SEE FDN. PLAN SEE PIER SCHEDULE CLR. 1 1/2" 1' - 10" 3" CLR. ISOLATION JOINT 8" CMU GROUT COURSE 100% SOLID GROUT CAVITY 100% SOLID BELOW FLOOR LINE EL. SEE PLAN EL. SEE PLAN CONC. SLAB ON GRADE SEE FDN PLAN 8" CMU TOP COURSE; GROUT 100% SOLID 3/8" 1' - 4" DOWELS TO MATCH VERT. REINF. SIZE & SPACING GROUT CORES 100% SOLID @ VERT. REINF. SEE PLAN FOR SIZE & SPACING OF VERT. REINF. 1' - 3 5/8" 3" CLR. ISOLATION JOINT 8" CMU EL. SEE PLAN EL. SEE PLAN CONC. SLAB ON GRADE SEE FDN PLAN DOWELS TO MATCH VERT. REINF. SIZE & SPACING GROUT CORES 100% SOLID @ VERT. REINF. SEE PLAN FOR SIZE & SPACING OF VERT. REINF. 1' - 5 13/16" 3" CLR. ISOLATION JOINT 6" CFMF GROUT COURSE 100% SOLID GROUT CAVITY 100% SOLID BELOW FLOOR LINE EL. SEE PLAN EL. SEE PLAN CONC. SLAB ON GRADE 600T125-43 w/ 0.145" DIAM. P.A.F. @ 12" o.c. SEE FDN PLAN CMU 8" CMU TOP COURSE; GROUT 100% SOLID 1' - 2" 3/8" 1' - 1 5/8" PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 2021-0012 20297 FOUNDATION DETAILS 04 MARCH 2022 S3.01SPC JPF WRH MEDVET CARMEL - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION0'6"1'2'3" SCALE: 3/4" = 1'-0"7 SECTION ELEVATOR PIT 0'6"1'2'3" SCALE: 1/2" = 1'-0"3 SECTION UNDERGROUND PIPE OR CONDUIT UNDER FOOTING CONSTRUCTION0'6"1'2'3" SCALE: 3/4" = 1'-0"2 SECTION FOOTING EXCAVATION CLEARANCE REQUIREMENTS 0'6"1'2'3" SCALE: 1/2" = 1'-0"4 SECTION UNDERGROUND PIPE OR CONDUIT THROUGH FOOTING CONSTRUCTION N.T.S.1 SECTION CONTROL JT, CONSTR JT, FTG STEP, THK. SLAB N.T.S.6 SECTION REINFORCED CONCRETE MASONRY CONSTRUCTION 0'6"1'2'3" SCALE: 3/4" = 1'-0"8 SECTION 0'6"1'2'3" SCALE: 3/4" = 1'-0"5 DETAIL ISOLATION JOINT AT STEEL COLUMNS 0'6"1'2'3" SCALE: 3/4" = 1'-0"9 SECTION 0'6"1'2'3" SCALE: 3/4" = 1'-0"10 SECTION 0'6"1'2'3" SCALE: 3/4" = 1'-0"11 SECTION 0'6"1'2'3" SCALE: 3/4" = 1'-0"13 SECTION 0'6"1'2'3" SCALE: 3/4" = 1'-0"14 SECTION 0'6"1'2'3" SCALE: 3/4" = 1'-0"15 SECTION 0'6"1'2'3" SCALE: 3/4" = 1'-0"12 SECTION SEE PLAN EL. T.O.STL. CONT. BENT PL 1/4x5x5 1/2 LLV COPE HORZ. LEG AT COL. WWF 3 1/2" CONC. ON 2" DP. COMP. MTL DECK 6" CFMF AISC STD DBL. ANGLE CONN. w/ 3/4" Ø A325 BOLTS. TYP @ BEAM TO COL. CONNECTIONS, U.N.O. SEE COL. SCHEDULE AISC STD SHEAR CONN. w/ 3/4"Ø A325 BOLTS WALL SHEATHING 1' - 2" 1/2" CLR. 5 1/2"5 1/2"400S162-68 UNPUNCHED w/ 4 #10 TEK SCREWS 1/8 2 1' - 8" EL. T.O.STL. CONT. BENT PL 1/4x5x5 1/2 LLV WWF 3 1/2" CONC. ON 2" DP. COMP. MTL DECK 5 1/2"3" TYP.3" TYP.3" TYP.AISC STD SHEAR CONN. w/ 3/4" Ø A325 BOLTS WALL SHEATHING 1' - 8" 1' - 2" 1/2" CLR. 5 1/2" SLIDE CLIP EL. SEE ARCH EL. SEE ARCH 6" CFMF BOXED HEADER STEEL LINTEL EL. T.O.STL. CONT. BENT PL 1/4x5x5 1/2 LLV WWF 3 1/2" CONC. ON 2" DP. COMP. MTL DECK 5 1/2"WALL SHEATHING 1' - 8" 1' - 2" 1/2" CLR. 5 1/2" SLIDE CLIP EL. SEE ARCH EL. SEE ARCH 6" CFMF BOXED HEADER STEEL LINTEL CONT. L4x4x1/4 w/ 5/8" Ø EXP. BOLTS@ 24" o.c. (2 3/4" EMBED) 3 1/2" CONC. SLAB ON 2" DP. COMP. METAL DECK EL. T.O.STL. SEE PLAN FOR SIZE & SPACING OF VERT REINF. CENTERED IN WALL GROUT CORES 100% SOLID @ VERT REINF. CONT. 8" DP BOND BM. w/ 2 #4 CONT. BOTT. REINF. CMU 8"5 1/2"WWF GROUT COURSE 100% SOLID GROUT COURSE 100% SOLID 5/8 6 BEAM PARALLEL TO WALL BEAM PERPENDICULAR TO WALL BEARING PL WHERE SHOWN; OTHERWISE, PROVIDE 1/4" SETTING PLATE FOR FULL LENGTH OF BEARING. PROVIDE NON-SHRINK GROUT UNDER ALL BEARING PLATES & SETTING PLATES. BEARING PLATES IN BMS. PARALLEL TO WALLS SHALL BE (T MINUS 1") WIDE WHERE "T" IS THE WALL THICKNESS). @ BEAMS ONLY (EXCLUDING LINTELS): (2) 3/4" Ø A. BOLTS w/ DBL. NUTS & WASHER. PROVIDE 1 3/4" LG. SLOTTED HOLES IN BEAM FLANGES. FINGER TIGHTEN NUT & DEFORM THREADS NOTE: ALL BEAMS & LINTELS TO BEAR ON BLOCK BACK-UP WYTHE WITHIN CAVITY WALLS. NOTE: ALL MASONRY UNITS ENTIRELY OR PARTIALLY IN SHADED AREA SHALL BE GROUT- FILLED HOLLOW-CORE BLOCK 3/4" Ø x 16" LG. ANCHOR BOLTS SEE PLAN FOR BEAM SIZE HORIZ. JOINT REINF. @ 8" o.c. x 48" LG. (3 COURSES BELOW BRG.) 6"6"@ LINTELS2 COURSES@ BEAMS3 COURSESELEV. 6" 1/2" CLR. SEE PLAN 7 1/2" MIN. ELEV.@ LINTELS2 COURSES@ BEAMS3 COURSES4"EMBED.10"NOTE: ALL MASONRY UNITS ENTIRELY OR PARTIALLY IN SHADED AREA SHALL BE GROUT- FILLED HOLLOW-CORE BLOCK CONT. BENT PL 1/4x5 1/2x4 LLV w/ 5/8"Ø EXP. BOLTS @ 24" O.C. (2 3/4" EMBED) 3 1/2" CONC. SLAB ON 2" DP. COMP. METAL DECK EL. T.O.STL. SEE PLAN FOR SIZE & SPACING OF VERT REINF. CENTERED IN WALL GROUT CORES 100% SOLID @ VERT REINF. CONT. 8" DP BOND BM. w/ 2 #4 CONT. BOTT. REINF. WWF 5 1/2"GROUT COURSE 100% SOLID 1' - 4" BRG. PL. w/ AISC LONG SLOTTED HOLES SEE FOR TYPICAL BEAM BRG. ON MASONRY DETAIL /8 S4.01 WF BEAM - SEE PLAN FLOOR BEYOND EL. T.O.STL. SEE PLAN FOR SIZE & SPACING OF VERT REINF. GROUT CORES 100% SOLID @ VERT REINF. CONT. 8" DP BOND BM. w/ 2 #4 CONT. BOTT. REINF. 1' - 4" (E) T.B.E. 110'-6" WWF 3 1/2" CONC. ON 2" DP. COMP. MTL DECK 5 1/2"3" TYP.3" TYP.3" TYP.AISC STD SHEAR CONN. w/ 3/4" Ø A325 BOLTS (E) DBL. TOP PL (E) 2x WALL STUDS TO BE REMOVED (E) P.E. WOOD TRUSSES EL. T.O.STL. 9 5/8" 12 6 9 5/8" NEW BM. - SEE PLAN PROVIDE TEMPORARY SHORING AS NEEDED OVER FRAMING 1/2" Ø LAG BOLT @ 8" o.c. SEE PLAN EL. T.O.STL. CONT. BENT PL 1/4x5x5 1/2 LLV COPE HORZ. LEG AT COL. WWF 3 1/2" CONC. ON 2" DP. COMP. MTL DECK 6" CFMF 5 1/2"3" TYP.3" TYP.3" TYP.AISC STD SHEAR CONN w/ 3/4" Ø A325 BOLTS. SEE COL. SCHEDULE AISC STD SHEAR CONN. W/ 3/4"Ø A325 BOLTS WALL SHEATHING 1' - 2" 1/2" CLR. 5 1/2" 400S162-68 UNPUNCHED w/ 4 #10 TEK SCREWS 1/8 2 CONT. BENT PL 1/4x4x5 1/2 LLV w/ 5/8"Ø EXP. BOLTS @ 24" O.C. (2 3/4" EMBED) 3 1/2" CONC. SLAB ON 2" DP. COMP. METAL DECK EL. T.O.STL. SEE PLAN FOR SIZE & SPACING OF VERT REINF. CENTERED IN WALL GROUT CORES 100% SOLID @ VERT REINF. CONT. 8" DP BOND BM. w/ 2 #4 CONT. BOTT. REINF. CMU 8" WWF 5 1/2"GROUT COURSE 100% SOLID SEE FOR TYPICAL BEAM BRG. ON MASONRY /8 S4.01 (E) T.B.E. 110'-6" WWF 3 1/2" CONC. ON 2" DP. COMP. MTL DECK 5 1/2"3" TYP.3" TYP.3" TYP.AISC STD SHEAR CONN. w/ 3/4" Ø A325 BOLTS (E) DBL. TOP PL (E) 2x WALL STUDS (E) P.E. WOOD TRUSSES EL. T.O.STL. 8"9 5/8" 12 6 9 5/8" OVER FRAMING EL. T.O.STL. CONT. BENT PL 1/4x5x5 1/2 LLV WWF 3 1/2" CONC. ON 2" DP. COMP. MTL DECK 5 1/2"3" TYP.3" TYP.AISC STD SHEAR CONN. w/ 3/4" Ø A325 BOLTS 1' - 8" 3 1/8" EL. T.O.STL. CONT. BENT PL. 3/8x9 1/4x4 LLH 6" CFMF 3" DP. MTL. ROOF DECK 5 1/2" 1' - 0" (E) EL. 112'-0" WWF 3 1/2" CONC. ON 2" DP. COMP. MTL DECK 5 1/2"3" TYP.3" TYP.3" TYP.AISC STD SHEAR CONN. w/ 3/4" Ø A325 BOLTS (E) DBL. TOP PL (E) 2x WALL STUDS (E) 20" DP. P.E. WOOD TRUSSES EL. T.O.STL. 8"9 5/8" 8"9 5/8"1' - 3 1/4"(E) 2x WALL STUDS (E) EL. 112'-0" 2x TOP PL w/ 1/2" DIAM. BOLTS @ 24" o.c. STAGGERED (E) 20" DP. P.E. WOOD TRUSSES (E) FLOOR SHEATHING 2x4 VERT. ABOVE BEAM LOCATION SEE PLAN PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 2021-0012 20297 FRAMING DETAILS 04 MARCH 2022 S4.01SPC JPF WRH MEDVET CARMEL - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION0'6"1'2'3" SCALE: 3/4" = 1'-0"2 SECTION 0'6"1'2'3" SCALE: 3/4" = 1'-0"3 SECTION 0'6"1'2'3" SCALE: 3/4" = 1'-0"4 SECTION 0'6"1'2'3" SCALE: 3/4" = 1'-0"7 SECTION 0'6"1'2'3" SCALE: 3/8" = 1'-0"8 SECTION 0'6"1'2'3" SCALE: 3/4" = 1'-0"9 SECTION 0'6"1'2'3" SCALE: 3/4" = 1'-0"10 SECTION 0'6"1'2'3" SCALE: 3/4" = 1'-0"11 SECTION 0'6"1'2'3" SCALE: 3/4" = 1'-0"1 SECTION 0'6"1'2'3" SCALE: 3/4" = 1'-0"6 SECTION 0'6"1'2'3" SCALE: 3/4" = 1'-0"13 SECTION 0'6"1'2'3" SCALE: 3/4" = 1'-0"5 SECTION 0'6"1'2'3" SCALE: 3/4" = 1'-0"12 SECTION 0'6"1'2'3" SCALE: 3/4" = 1'-0"14 SECTION SEE PLAN WWF 3 1/2" CONC. ON 2" DP. COMP. MTL DECK 5 1/2"TYP.3"TYP.3"AISC STD SHEAR CONN. w/ 3/4"Ø A325 BOLTS3/4" CLR.#4 @ 12" o.c. x 6'-0" LG. TYP. @ GIRDERS EL. T.O.STL. AISC STD DBL. ANGLE CONN. w/ 3/4"Ø A325 BOLTS. TYP. @ COLUMNS SEE COL. SCHEDULE WWF 3 1/2" CONC. ON 2" DP. COMP. MTL DECK 5 1/2"TYP.3"TYP.3"HSS8x8 EL. T.O.STL. GIRDER FILLER BEAMS. AISC STD. SHEAR CONNECTION w/ 3/4"Ø A325 BOLTS. TERMINATE MTL. DECK TO PROVIDE MIN. 6" WIDE RIB CENTERED OVER GIRDER. 3/4"Ø x 4 1/2" LG. HEADED STUDS W.W.F. SUPPORTED ON SLAB BOLSTERS (LOCATE W.W.F. 1" BELOW T.O.S.) NOTES: 1. HEADED STUDS SHALL BE EQUALLY SPACED, TO THE EXTENT POSSIBLE, THROUGHOUT LENGTH OF BEAM. ONE STUD PER RIB WHERE POSSIBLE. 2. IF TWO STUDS PER DECK RIB ARE REQUIRED, LOCATE DOUBLE STUDS IN RIBS CLOSEST TO THE SUPPORTS AT EACH END. 3. WHEN ONLY ONE STUD PER RIB IS REQUIRED, LOCATE STUDS DIRECTLY OVER BEAM WEB. WHEN TWO STUDS ARE REQUIRED PER RIB, LOCATE AS INDICATED IN SECTION ABOVE. 4. DESIGN LOADS FOR SHEAR STUDS: 1 STUD/RIB - 17.1 KIPS/STUD 2 STUDS/RIB - 14.6 KIPS/STUD 5. MAXIMUM SPACING OF STUDS EQUALS 36 INCHES. PROVIDE ADDITIONAL STUDS IF REQUIRED. #4 @ 12" o.c. x 6'-0" LG. TYP. @ GIRDERS CLR.3/4"5 1/2"TYP.6"EL. T.O.STL. UNSHORED CONSTRUCTION: DECK, BEAM AND GIRDER WILL DEFLECT UNDER WEIGHT OF WET CONCRETE (APPROXIMATELY ℓ/240 INCHES). CONTRACTOR SHALL FINISH TOP OF CONCRETE SLAB LEVEL WITHIN ±1/4 INCH OF T.O. SLAB ELEVATION SHOWN ON DRAWINGS. STEEL BEAM AND/OR GIRDER (COMP. & NON-COMP.) CL - SUPPORT CL - SUPPORT SPAN = L (INCHES)5 1/2"WWF DEFLECTED BEAMCONCRETEDEFLECTION5 1/2"EL. FIN. FLR. IF LESS THAN 12 INCHES, NEAR HEADER CAN BE ELIMINATED. SEE HVAC. OR ARCH. DWG'S FOR SIZE, LOCATION & QUANTITY 3 1/2" CONC. ON 2" DP. COMP. METAL DECKINGSDI POUR STOP (4 SIDES) NEAR HEADER FAR HEADER CHANNELS AND HEADERS TO BE C5x6.7 CLIP L'S; SHOP WELDED TO CHANNELS & HEADERS (TYP.) CHANNEL EACH SIDE OF OPNG. CLIP L w/ (1) 3/4"Ø ERECTION BOLT WWF SEE PLAN FLOOR OPENING C5 EL. T.O.STL. EL. T.O.SLAB SEE PLAN 1/4 (E) T.O.STL. EL. CONC. ON COMP. MTL. DECK MC6x12 FLAT 3" DIA. STD. PIPE COL w/ 1/4" CAP PL. & (4) 1/2" DIA. BOLTS L2x2x1/4 BRACE 4 SIDES STEEL MOUNTING PL1/2x13 COORD. MOUNING HOLES w/ EXAM LIGHT SUPPLIER CEILING EL. SEE ARCH. 12 12 1/2"13" DIA. STL. MOUNTING PLATE 8 1/8" DIA. TO CL OF BOLT HOLES MOUNTING PL1/2x13 COORD. ARRANGEMENT AND ADD'L MOUNTING HOLE LOCATIONS w/ EQUIPMENT SUPPLIER 1/4 5 1/2"DUAL ARM EXAM LIGHT WEIGHT = 231 LBS. MOMENT = 626 LB-FT SEE PLAN (E) T.O.STL. EL. CONC. ON COMP. MTL. DECK MC6x12 FLAT 3" DIA. STD. PIPE COL w/ 1/4" CAP PL. & (4) 1/2" DIA. BOLTS L2x2x1/4 BRACE 4 SIDES STEEL MOUNTING PL1/2x13 COORD. MOUNING HOLES w/ EXAM LIGHT SUPPLIER CEILING EL. SEE ARCH. 12 12 1/2"13" DIA. STL. MOUNTING PLATE 8 1/8" DIA. TO CL OF BOLT HOLES MOUNTING PL1/2x13 COORD. ARRANGEMENT AND ADD'L MOUNTING HOLE LOCATIONS w/ EQUIPMENT SUPPLIER 1/4 5 1/2"DUAL ARM EXAM LIGHT WEIGHT = 231 LBS. MOMENT = 626 LB-FT L3x3x1/4 AT FLOORS SIMILAR MOMENT CONN. @ THIS SIDE WHERE SHOWN ON PLAN. STIFFENER PLATE EA. SIDE OF COLUMN WEB. INTERSECTING BEAM NOT SHOWN FOR CLARITY FULL PENETRATION WELDS SHALL BE TESTED W/ NONDESTRUCTIVE TESTING (OTHER THAN VISUAL) DBL. ANGLE CONN. W/S.C. BOLTS T.O.STL. BACKER BAR, TYP. W12x53 WWF 3 1/2" CONC. ON 2" DP. COMP. MTL DECK AISC STD. SHEAR CONN. w/ 3/4"Ø A325 BOLTS. IN HORZ. SHORT SLOTTED HOLES SEE COL. SCHEDULE WWF 3 1/2" CONC. ON 2" DP. COMP. MTL DECK 5 1/2"TYP.3"TYP.3"EL. T.O.STL. BACKER BAR, TYP. (E) WOOD FRAMING SEE PLAN (E) J.B.E. EL. FASTEN BLOCKING TO (E) FRAMING w/ (3) 3/16" Ø x 3" LG. SIMPSON SDS SCREWS 3" DIA. STD. PIPE COL w/ 1/4" CAP PL. & (4) 1/2" Ø LAG BOLTS L2x2x1/4 BRACE 4 SIDES STEEL MOUNTING PL1/2x13 COORD. MOUNING HOLES w/ EXAM LIGHT SUPPLIER CEILING EL. SEE ARCH. 12 12 1/2"13" DIA. STL. MOUNTING PLATE 8 1/8" DIA. TO CL OF BOLT HOLES MOUNTING PL1/2x13 COORD. ARRANGEMENT AND ADD'L MOUNTING HOLE LOCATIONS w/ EQUIPMENT SUPPLIER 3/16 DUAL ARM EXAM LIGHT WEIGHT = 231 LBS. MOMENT = 626 LB-FT 1/4" PL. TYP. (E) SHEATHING A A SECTION A-A (2) 2x10 WOOD BLOCKING BETWEEN (E) FRAMING (4) 3/16" Ø x 5" LG. SIMPSON SDS SCREWS (E) J.B.E. EL. (2) 2x6 WOOD BLOCKING BTWN. (E) WOOD FRAMING L3x3x1/4 x 5" LG. w/ (2) 1/2" Ø LAG BOLTS 1/4 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 2021-0012 20297 FRAMING DETAILS 04 MARCH 2022 S4.02SPC JPF WRH MEDVET CARMEL - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION0'6"1'2'3" SCALE: 3/4" = 1'-0"1 SECTION 0'6"1'2'3" SCALE: 3/4" = 1'-0"2 SECTION 0'6"1'2'3" SCALE: 3/4" = 1'-0"3 SECTION TYP. COMPOSITE BEAM SHEAR CONN. TO GIRDER (CONNECTION TO COLUMN IS SIM.)0'6"1'2'3" SCALE: 3/4" = 1'-0"4 SECTION SLAB DEFLECTION UNDER WEIGHT OF WET CONCRETE.0'6"1'2'3" SCALE: 3/4" = 1'-0"5 SECTION TYP. FRAMING FOR FLOOR OPENINGS 0'1'2'3'6" SCALE: 1/2" = 1'-0"8 ELEVATION 0'1'2'3'6" SCALE: 1/2" = 1'-0"9 ELEVATION N.T.S.7 SECTION BEAM MOMENT CONNECTION TO COLUMN FLANGE.N.T.S.6 SECTION 0'1'2'3'6" SCALE: 1/2" = 1'-0"10 ELEVATION C6x8.2 (4 SIDES) 3" DP. METAL ROOF DECK C6 EL. T.O.STL. CLIP L'S; SHOP WELDED TO CHANNELS (TYP.) SEE PLAN SEE PLAN NEAR HEADER FAR HEADER CHANNEL EACH SIDE OF OPNG. CLIP L w/ (1) 3/4"Ø ERECTION BOLT CHANNELS TO BE C6x8.2 IF LESS THAN 12 INCHES, NEAR HEADER CAN BE ELIMINATED. SEE HVAC. OR ARCH. DWG'S FOR SIZE, LOCATION & QUANTITY SEE PLAN EL. T.O.STL. CONT. L6x4x5/16 LLH COPE HORZ. LEG AT COL. 3" DP. MTL ROOF DECK 6" CFMF 3" TYP.3" TYP.3" TYP.AISC STD SHEAR CONN. w/ 3/4" Ø A325 BOLTS. SEE COL. SCHEDULE AISC STD SHEAR CONN. W/ 3/4"Ø A325 BOLTS WALL SHEATHING 1' - 2 1/2" 1/2" CLR. 5 1/2" 400S162-68 UNPUNCHED w/ 4 #10 TEK SCREWS 1/8 2 EL. SEE ARCH 18 GA. TRACK SEE PLAN EL. T.O.STL. 6" CFMF AISC STD DBL. ANGLE CONN. w/ 3/4" Ø A325 BOLTS. TYP @ BEAM TO COL. CONNECTIONS, U.N.O. AISC STD SHEAR CONN. w/ 3/4"Ø A325 BOLTS WALL SHEATHING 8 1/2" 1/2" CLR. 5 1/2"3 5/16"400S162-68 UNPUNCHED w/ 4 #10 TEK SCREWS 1' - 2 1/2" CONT. L6x4x5/16 LLH COPE HORZ. LEG AT COL. 3" DP. MTL ROOF DECK 1/8 2 18 GA. TRACK SEE COL. SCHEDULE EL. SEE ARCH EL. T.O.STL.3" TYP.3" TYP.3" TYP.AISC STD SHEAR CONN. w/ 3/4" Ø A325 BOLTS WALL SHEATHING 1' - 2 1/2" 8 1/2" 1/2" CLR. 5 1/2" SLIDE CLIP EL. SEE ARCH EL. SEE ARCH 6" CFMF BOXED HEADER CONT. L6x4x5/16 LLH COPE HORZ. LEG AT COL. 3" DP. MTL ROOF DECK 18 GA. TRACK EL. T.O.STL. WALL SHEATHING 1' - 2 1/2" 8 1/2" 1/2" CLR. 5 1/2" SLIDE CLIP EL. SEE ARCH EL. SEE ARCH 6" CFMF BOXED HEADER CONT. L6x4x5/16 LLH COPE HORZ. LEG AT COL. 3" DP. MTL ROOF DECK 18 GA. TRACK CONT. L6x4x5/16 LLV w/ 5/8"Ø EXP. BOLTS @ 48" o.c. (2 3/4" EMBED) 3" DP. METAL ROOF DECK EL. T.O.STL. SEE PLAN FOR SIZE & SPACING OF VERT REINF. CENTERED IN WALL GROUT CORES 100% SOLID @ VERT REINF. CONT. 8" DP BOND BM. w/ 2 #4 CONT. BOTT. REINF. SEE FOR TYPICAL BEAM BRG. ON MASONRY /8 S4.01 ELEVATOR HOIST BM. GROUT FILLED BEAM. CUT BLOCK AS REQUIRED 4"CONT. L6x4x5/16 LLV w/ 5/8"Ø EXP. BOLTS @ 48" o.c. (2 3/4" EMBED) 3" DP. METAL ROOF DECK EL. T.O.STL. SEE PLAN FOR SIZE & SPACING OF VERT REINF. CENTERED IN WALL GROUT CORES 100% SOLID @ VERT REINF. CONT. 8" DP BOND BM. w/ 2 #4 CONT. BOTT. REINF. GROUT FILLED BEAM. CUT BLOCK AS REQUIRED 4"CONT. L4x4x1/4 w/ 5/8"Ø EXP. BOLTS @ 48" o.c. (2 3/4" EMBED) EL. SEE ARCH SEE PLAN FOR SIZE & SPACING OF VERT REINF. CENTERED IN WALL GROUT CORES 100% SOLID @ VERT REINF. CONT. 8" DP BOND BM. w/ 2 #4 CONT. BOTT. REINF. GROUT COURSE 100% SOLID 1' - 4" BRG. PL. w/ AISC LONG SLOTTED HOLES SEE FOR TYPICAL BEAM BRG. ON MASONRY DETAIL /8 S4.01 WF BEAM - SEE PLAN 3" DP. MTL ROOF DECK EL. T.O.STL. PROVIDE (1) #10 TEK SCREW SIDELAP CONNECTOR BETWEEN ALL SUPPORTS. WELD TO EDGE BEAM WITH 5/8" DIAM. PUDDLE WELDS AT 6" O.C. PROVIDE (4) 5/8" DIAM. PUDDLE WELDS PER DECK WIDTH @ ALL SUPPORTS. EL. T.O.STL.3" TYP.3" TYP.3" TYP.AISC STD SHEAR CONN. w/ 3/4" Ø A325 BOLTS WALL SHEATHING 1' - 2 1/2" 8 1/2" 1/2" CLR. 5 1/2" SLIDE CLIP EL. SEE ARCH 6" CFMF CONT. L6x4x5/16 LLH COPE HORZ. LEG AT COL. 3" DP. MTL ROOF DECK 18 GA. TRACK PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 2021-0012 20297 ROOF DETAILS 04 MARCH 2022 S5.01SPC JPF WRH MEDVET CARMEL - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION0'6"1'2'3" SCALE: 3/4" = 1'-0"9 SECTION TYP. FRAMING AT ROOF OPENINGS 0'6"1'2'3" SCALE: 3/4" = 1'-0"1 SECTION 0'6"1'2'3" SCALE: 3/4" = 1'-0"2 SECTION 0'6"1'2'3" SCALE: 3/4" = 1'-0"3 SECTION 0'1'3'6" SCALE: 3/4" = 1'-0"4 SECTION 0'1'3'6" SCALE: 3/4" = 1'-0"6 SECTION 0'6"1'2'3" SCALE: 3/4" = 1'-0"7 SECTION 0'6"1'2'3" SCALE: 3/4" = 1'-0"8 SECTION N.T.S.10 SECTION TYP. DECK FASTENING 0'6"1'2'3" SCALE: 3/4" = 1'-0"5 SECTION GENERAL NOTES -FIRE PROTECTION (APPLY TO ALL FIRE PROTECTION DRAWINGS) 1. THE SYSTEM DESIGN IS BASED ON THE LATEST EDITION OF THE INDIANA BUILDING CODE INCLUDING ALL AMENDMENTS THROUGH THE DATE OF DRAWING ISSUE. 2. THE SPRINKLER DRAWINGS ARE SCHEMATIC IN NATURE AND ARE INTENDED TO BE USED AS A GUIDELINE. THE CONTRACTOR WILL BE RESPONSIBLE FOR LOCATING AND COORDINATING SPRINKLER MAINS AND BRANCHES, THE EXACT NUMBER OF SPRINKLER HEADS AND EXACT PIPE SIZE BASED UPON THE HYDRAULIC CALCULATIONS TO MEET ALL GUIDELINES SET BY THE OWNER'S REQUIREMENTS, BUILDING CODES AND THE AUTHORITY HAVING JURISDICTION. 3. AUTOMATIC SPRINKLER PROTECTION FOR ALL AREAS OF THIS CONTRACT WILL BE PROVIDED BY THE FIRE PROTECTION CONTRACTOR. ALL AREAS ARE TO BE FULLY SPRINKLED. 4. PROVIDE AIR VENTS, DRAIN VALVES AND PIPING TO ALLOW COMPLETE DRAINAGE OF ALL FIRE PROTECTION SYSTEMS. 5. THE CONTRACTOR SHALL COORDINATE THE WORK WITH THE ARCHITECTURAL REFLECTED CEILING PLANS, ROOM FINISH SCHEDULES, STRUCTURAL DRAWINGS, MECHANICAL DRAWINGS AND ELECTRICAL DRAWINGS. 6. PROVIDE SPRINKLER HEADS & PIPING THROUGHOUT THE WORK AREA AS PER NFPA 13. 7. HAZARD CLASSIFICATIONS: A. LIGHT HAZARD: a. OFFICES, ASSEMBLY AREAS, PATIENT ROOMS, PROCEDURE ROOMS, OPERATING ROOMS, WAITING ROOMS. b. WET PIPE DENSITY = 0.10 GPM PER SQUARE FOOT. MAXIMUM AREA OF SPRINKLER DEMAND IS 1500 SQUARE FEET, MAXIMUM OF 225 SQUARE FEET SPRINKLER SPACING. 1/2" ORIFICE SPRINKLER. c. ORDINARY TEMP. HEADS, 165 DEG. F. 100 GPM HOSE DEMAND. B. ORDINARY HAZARD -GROUP 1: a. MECHANICAL ROOMS, ELECTRICAL ROOMS, STORAGE ROOMS. b. WET PIPE DENSITY = 0.15 GPM PER SQUARE FOOT. MAXIMUM AREA OF SPRINKLER DEMAND IS 1500 SQUARE FEET, MAXIMUM OF 130 SQUARE FEET SPRINKLER SPACING. c. WHEN USING QUICK RESPONSE SPRINKLER HEADS, NO REDUCTION IN SPRINKLER. AREA SHALL BE MADE. 8. THE FIRE PROTECTION CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING AN UP TO DATE FLOW TEST AT THE HYDRANT CLOSEST TO THIS BUILDING ONCE THE NEW WATER SERVICE HAS BEEN INSTALLED (ON THE MAIN SERVING THIS BUILDING). A. DESIGN FLOW TEST DATA: DATE: 02/01/2022 B. LOCATION: HYDRANTS ON MAYFLOWER PARK DRIVE C. STATIC = 85 PSI RESIDUAL = 80 PSI FLOW = 1121 GPM 9. THE FIRE PROTECTION SYSTEM PIPING SHALL BE SIZED BY HYDRAULIC CALCULATIONS WITHIN THE LIMITS OF THE MAXIMUM ALLOWABLE SPRINKLER DEMAND FLOW AND A VAILABLE PRESSURE LISTED. THIS MEANS LARGER THAN NORMAL PIPE SIZES WILL BE REQUIRED TO MINIMIZE FRICTION LOSS IN THE PIPING SYSTEM AND REDUCE THE PRESSURE REQUIREMENT. A. ALL HYDRAULIC CALCULATION REFERENCE POINTS/NODES SHALL BE IDENTIFIED ON PLANS. B. NO TWO REFERENCE POINTS/NODES SHALL BE USED TWICE. PRESSURE REQUIREMENTS SHALL INCLUDE AN 8 PSI CUSHION. PS DC DC M T EXISTING SPRINKLER HEAD EXISTING SPRINKLER HEAD SPRINKLER HEAD WITH DEFLECTOR EXTENDED THROW SIDEWALL NON-FREEZE SIDEWALL NON-FREEZE PENDANT INSPECTOR'S TEST CONNECTION FIRE DEPARTMENT VALVE DRY PIPE ALARM VALVE ELECTRICALLY SUPERVISED VALVE WET PIPE ALARM VALVE PRESSURE REDUCING VALVE WALL INDICATOR VALVE SPRINKLER HEADS FIRE PROTECTION SYMBOLS LIST NOTE: ALL SYMBOLS NOT NECESSARILY USED FIRE HOSE/EXTINGUISHER CABINET CONNECT TO EXISTING WITH BYPASS METER DETECTOR CHECK VALVE DETECTOR CHECK VALVE FIRE RATED OR WATER TIGHT SIGHT GLASS ROOF HYDRANT TEST CONNECTION WALL TYPE SIAMESE CONNECTION ELECTRIC ALARM BELL WATER MOTOR GONG FIRE VALVE CABINET FIRE HOSE RACK PIPE SLEEVE UNION GAUGE TO BE REMOVED TO REMAIN SIDEWALL RECESSED FLUSH/CONCEALED PENDANT UPRIGHT FIRE HOSE CABINET FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER EXISTING TO BE ABANDONED EXISTING TO BE REMOVED EXISTING TO REMAIN COMB. SPRINKLER & STANDPIPE SPRINKLER PIPE COMB. FIRE & WATER SERVICE STANDPIPE DRY PIPE DELUGE DRAIN ANTIFREEZE FIRE MAIN GLOBE VALVE SP SPECIALTIES DP DL D S SPR PRESSURE SWITCH STRAINER FLOOR STAND VALVE FLOW SWITCH DELUGE VALVE PIPING AF FW F GATE VALVE CHECK VALVE R E VALVES OC FOR COORDINATION OR REFERENCE DENOTES ITEM PROVIDED BY ANOTHER CONTRACTOR, SHOWN FE FEC FHC FHEC FHR FVC N N MISCELLANEOUS VALVE IN DROP VALVE IN RISE GENERAL F FDDELECTRIC ALARM BELL SIAMESE SPR PIPE FULL SIZE TO NEAREST ACCEPTABLE DRAIN WITH APPROVED AIR GAP RETARD CHAMBER ELECTRIC SPRINKLER ALARM SWITCH WET PIPE ALARM VALVE MAIN DRAIN VALVE PIPE FULL SIZE TO NEAREST ACCEPTABLE DRAIN WITH APPROVED AIR GAPT CENTER IN TILE CENTER IN PARTIAL TILE DIFF., LIGHT, GRILLE, ETC. CENTER IN ONE 12 X 12 SECTION CENTER IN 24 X 24 SECTION CENTER IN 24 X 24 OR 24 X 48 SECTION CENTER IN TILE GENERAL NOTE: NO. 2 TYPICAL FOR ANY STYLE OF CEILING TILE GENERAL NOTES: (APPLY TO ALL SHEETS) 1. SEE SKETCHES ABOVE FOR TYPICAL SPRINKLER HEAD LOCATION FOR VARIOUS CEILING TILE CONFIGURATIONS. COORDINATE WITH ARCHITECTURAL FINISH SCHEDULES AND DETAILS. 2. THE FIRE PROTECTION CONTRACTOR SHALL REFER TO THE REFLECTED CEILING PLAN FOR COORDINATION OF THE SPRINKLER LOCATIONS. 1 3 5 2 4 6 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 2021-0012 20297 FIRE PROTECTION INDEX SHEET 04 MARCH 2022 F0.01Eric Stephens Nathan Criss Nathan Criss MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONFIRE PROTECTION SHEET INDEX SHEET NUMBER SHEET NAME F0.01 FIRE PROTECTION INDEX SHEET F2.01 FIRST FLOOR FIRE PROTECTION NEW WORK F2.02 SECOND FLOOR FIRE PROTECTION NEW WORK DETAIL N.T.S.1 SPRINKLER - WET PIPE RISER PIPING DETAIL N.T.S.2 SPRINKLER LOCATIONS IN VARIOUS CEILING TILE TYPES x1x5x6x6.5x7x8 x9 x10 x12 87654321 2.2 D F A C B x11 x4 x3 x5.5 E 21 21 22 22 24 24 26 26 27 27 28 28 20 20 23 23 25 25 xA xB xC xD xE xF x2 Y Y Z Z VESTIBULE 100 RR 105T EXAM 2 122 EXAM 6 126 EXAM 9 129 EXAM 14 134 EXAM 10 130 EXAM 13 133 EXAM 12 132 EXAM 11 131 RAD. TECH WORK AREA 152 EXAM 15 136 EXAM 3 123 EXAM 5 125 EXAM 8 128 EXAM 7 127 EXAM 4 124 RR 106T TRIAGE 107A EXAM 1 121 EX MRI CASSETTE 151 XRAY 113 TRAUMA 108 SHELLED CT 152A STAIR 104 ELECT. 150 BARKING ROOM 115A EX MEP 120 CAT WARD 110 CLINCAL TEAM 107B ICU 112 GRIEF 138 GRIEF 137 RR 114T JAN. 107D RECEIVING / MORGUE 149 SHELL REHAB 146 NEURO SHELL SPACE 144 ENDOSCOPY 143A SURGERY RECEIVING 141 STAIR 139 RR 119T ONCOLOGY SHELL SPACE 117 WARD 115 LAUNDRY 116 MEP 135 PROCEDURE ROOM 107C WAITING ROOM 101 ELEVATOR 0000 CORRIDOR X110 CORRIDOR X130 CORRIDOR X140 CORRIDOR X120 PHARMACY 109 ER/TRIAGE 107 CARDIOLOGY 118DOCTORS OFFICE 142 RR 140T INTERNAL MEDICINE 143 ULTRASOUND 145 ISOLATION 111 ANTE 111A ISOLATION 111B JC 111C READING RM 148 CORRIDOR X150 I.M. PRIVATE WORK 143B ECHO 118C RR 139T CAT-FRIENDLY WAITING 103 MECH 116A RR 147T RECEPTION 102 SURG RECEIVING WK RM 141A WORK RM 118A PRIVATE WK RM 118B 1 1 1 2 1 F0.01 3 4 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A BCD 20297 FIRST FLOOR FIRE PROTECTION NEW WORK 04 MARCH 2022 F2.01Eric Stephens Nathan Criss Nathan Criss MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONN 0'4'8'2'1' SCALE: 1/8" = 1'-0"1 FLOOR PLAN FIRST FLOOR NEW WORK - OVERALL CODED NOTES: 1. PROVIDE WET SPRINKLER SYSTEM AND FULLY SPRINKLER THIS AREA. 2. CONNECT TO SPINKLER MAIN AT 12" ABOVE FINISHED FLOOR. CONTINUATION BY SITE UTILITIES CONTRACTOR. 3. FIRE DEPARTMENT CONNECTION. 4. WET PIPE ALARM VALVE. x1x5x6x6.5x7x8 x9 x10 x12 87654321 2.2 F A C B x11 x4 x3 x5.5 E 21 22 24 26 27 2820 23 23 25 xA xB xC xD xE x2 Y Y Z Z OR 1 201 FLUOROSCOPY OR 206 OR 5 205 OR 4 204 OR 3 203 DIRTY STERILE PROCESSING 207A CORRIDOR X210 OFFICE 212 OFFICE 213 OFFICE 216 OFFICE 215 RR 220T CORRIDOR X230 CAT I-131 219A CLINCAL MANAGERS 217 WELLNESS 229 MOTHERS ROOM 225 IT 226 BREAK ROOM 230 RR 228T RR 227T XRAY 208 STAIR --- DENTISTRY 221 STAIR --- SURGERY SUITE 210 OPEN TO BELOW 0 OR 2 202 KITCHENETTE 231 CENTRAL SUPPLY 223 ELEVATOR 000 WORK STATIONS 214 CORRIDOR X220 PRIVATE WORK 221A COMMUNICATIONS 211 CAT I-131 ANTE RM 219 MARKETING CLOSET 218 CHASE 00 CLEAN STERILE PROCESSING 207B DENTISTRY WK RM 221B DOCTORS 210B TEAM WORK ROOM 210A CORRIDOR X240 CORRIDOR X250 LOCKER ROOM 224 CONFERENCE ROOM 232 J.C. 222 CODED NOTES: 1. PROVIDE WET SPRINKLER SYSTEM AND FULLY SPRINKLER THIS AREA. 2. PROVIDE SEALING CONCEALED TYPE SPRINKLER HEADS IN THIS SPACE. 1 1 1 2 2 2 2 2 2 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A B CDE 20297 SECOND FLOOR FIRE PROTECTION NEW WORK 04 MARCH 2022 F2.02Eric Stephens Nathan Criss Nathan Criss MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONN 0'4'8'2'1' SCALE: 1/8" = 1'-0"1 FLOOR PLAN SECOND FLOOR NEW WORK - OVERALL GENERAL NOTES –PLUMBING (APPLY TO ALL PLUMBING DRAWINGS) 1. THE SYSTEM DESIGN IS BASED ON THE LATEST EDITION OF THE OHIO PLUMBING CODE, INCLUDING ALL AMENDMENTS THROUGH THE DATE OF DRAWING ISSUE. 2.FINISHED GROUND FLOOR ELEVATION IS 100.00'. U.N.O. (USGS ELEVATION 886.6). 3.INVERTS AND LOCATIONS SHOWN FOR PIPING CONNECTIONS TO THE VARIOUS SITE UTILITIES HAVE BEEN COORDINATED WITH THE CIVIL ENGINEER’S DOCUMENTS PRIOR TO BIDDING. CONTRACTOR SHALL VERIFY INVERTS, PIPE SIZES, AND LOCATIONS WITH SITE CONTRACTOR PRIOR TO ANY INSTALLATION. REPORT ANY DISCREPANCIES TO THE ARCHITECT. 4.COORDINATE ALL PIPING WITH CEILING ELEVATIONS, STRUCTURE, MECHANICAL AND ELECTRICAL WORK. UNLESS DESIGNATED AS BELOW SLAB, ALL PIPING IS INTENDED TO BE CONCEALED ABOVE FINISHED CEILING IN AREAS WITH CEILINGS. IF THERE IS NO CEILING, COORDINATE PIPING TO RUN AS HIGH AS POSSIBLE. DO NOT INSTALL PIPING IN FRONT OF OR OVER TOP OF ELECTRICAL SWITCH GEAR OR PANELS. 5.ALL DOWNSPOUTS, STACKS, RISERS, ETC. SHALL BE CAREFULLY INSTALLED SO AS TO BE CONCEALED BY FINISHED CONSTRUCTION. WHERE PIPING IS EXPOSED, LOCATIONS SHALL BE COORDINATED WITH OTHER TRADES. 6.UNLESS NOTED OTHERWISE, SLOPE ALL SANITARY AND STORM PIPING AT NO LESS THAN 1/8" PER FOOT. ALL SANITARY PIPING SMALLER THAN 3”SHALL BE SLOPED AT NO LESS THAN ¼”PER FOOT. 7.REFER TO PIPING DIAGRAMS, DETAILS, AND STACKS FOR PIPING AND PIPE SIZES NOT SHOWN ON THE FLOOR PLANS. PIPE SIZES SERVING INDIVIDUAL FIXTURES ARE INDICATED ON THE PLUMBING FIXTURE SCHEDULE. 8.ALL FLOOR DRAINS ARE CONSIDERED "EMERGENCY FLOOR DRAIN" UNLESS DFU'S ARE ASSIGNED. ALL FLOOR DRAINS SHALL BE PROVIDED WITH ASSE 1072 COMPLIANT BARRIER TYPE TRAP SEAL. 9.ROOF DRAINS, BODIES, PANS, AND RECEIVERS SHALL BE INSULATED. ALL HORIZONTAL STORM PIPING (PRIMARY AND SECONDARY) AND ALL VERTICAL SECONDARY STORM PIPING SHALL BE INSULATED. 10.PROVIDE ISOLATION VALVES IN ALL SUPPLY BRANCHES SERVING MULTIPLE FIXTURES. PROVIDE ADDITIONAL ISOLATION VALVES AS SHOWN ON THE DRAWINGS. PROVIDE BALANCING VALVES ON ALL HOT WATER RETURN PIPE BRANCHES. 11.SEAL ALL THROUGH FLOOR PENETRATIONS AIR AND WATER TIGHT. 12.ALL EXPOSED INSULATED PIPING IN FINISHED AREAS SHALL HAVE A PVC JACKET. 13.ALL EXTERIOR EXPOSED NATURAL GAS PIPING SHALL BE PROTECTED AGAINST CORROSION WITH TWO COATS OF PRIMER AND ONE COAT OF FINISH PAINT. COORDINATE COLOR SELECTION WITH ARCHITECT. 14.GAS PIPING IN RETURN AIR PLENUMS SHALL NOT HAVE SHUT-OFF VALVES, UNIONS, FITTINGS OR THREADED FITTINGS WITHIN THE PLENUM SPACE. 15.ALL CONNECTIONS TO GAS FIRED EQUIPMENT SHALL BE MADE WITH DIRT LEG, UNION AND SHUT OFF VALVE. PIPE ALL APPLIANCE REGULATOR VENTS TO THE BUILDING EXTERIOR PER NFPA. 16.MAKE ALL CONNECTIONS TO KITCHEN EQUIPMENT. PROVIDE SHUT - OFF VALVES, UNIONS, SUPPLIES, AND WASTES REQUIRED FOR A COMPLETE CONNECTION. SUPPLIES TO KITCHEN FAUCETS AT SINKS SHALL HAVE CHECK VALVES. ALL UNDERGROUND WASTE PIPING IN KITCHEN AREAS SHALL BE CAST IRON. 17.MINIMUM SIZE FOR OXYGEN AND NITROGEN PIPING SHALL BE ½". MINIMUM SIZE FOR VACUUM PIPING SHALL BE ¾". 18.THE EXISTING AND DEMOLITION DRAWINGS HAVE BEEN GENERATED BASED ON RECORD DRAWINGS AND LIMITED FIELD INVESTIGATIONS. ALL EXISTING WORK MUST BE FIELD VERIFIED PRIOR TO BEGINNING CONSTRUCTION. FIELD VERIFY EXACT SIZES AND LOCATIONS OF ALL EXISTING EQUIPMENT AND PIPING BEFORE GENERATING COORDINATION DRAWINGS. 19.PRIOR TO ANY DEMOLITION, VERIFY WHICH EQUIPMENT IS TO BE REMOVED AND TURNED OVER TO THE OWNER. ALL OTHER ITEMS ARE TO BE REMOVED FROM THE SITE BY THE PLUMBING CONTRACTOR. PROTECT EXISTING EQUIPMENT THAT IS TO REMAIN IN SERVICE. ALL EXISTING PIPING INSULATION THAT IS DAMAGED DURING THE DEMOLITION OR NEW WORK PROCESS SHALL BE REPLACED. 20.COORDINATE THE EXACT AREA OF CEILING REMOVAL NECESSARY FOR ALL WORK. THE CEILING REMOVAL SHALL BE BY THE GENERAL TRADES CONTRACTOR AT THE PLUMBING CONTRACTOR’S EXPENSE. 21.NOTE THAT THE EXISTING PLUMBING AND MEDICAL GAS SYSTEMS SERVE AREAS OUTSIDE OF THE RENOVATION AND MUST REMAIN IN OPERATION THROUGHOUT THE PROJECT. COORDINATE REQUIRED SHUTDOWNS WITH THE OWNER’S REPRESENTATIVE. CAP AND SEAL ALL REMAINING PIPING IMMEDIATELY AFTER DEMOLITION OF PORTIONS OF SYSTEM. 22.COORDINATE ALL CONSTRUCTION ACTIVITIES AND REQUIRED PHASING THAT MAY AFFECT NORMAL BUILDING OPERATIONS WITH THE OWNER’S REPRESENTATIVE. IT WILL BE NECESSARY FOR SOME WORK INDICATED ON THIS PLAN TO BE PERFORMED OUT OF PHASE AND/OR DURING NIGHTS OR WEEKENDS. BP S M SPECIALTIES AND MISCELLANEOUS WALL HYDRANT (FREEZE PROOF) THROUGH FLOOR AT LEVEL SHOWN VALVES BACKFLOW PREVENTER PLUMBING SYMBOLS LIST VALVE IN RISER/DROP CONNECT TO EXISTING ROOF DRAIN FLOOR OR AREA DRAIN SHOCK ABSORBER YARD HYDRANT HOSE BIBB CLEANOUT VENT THROUGH ROOF (VTR) UNION THERMOMETER PIPE RISE PIPE DROP P-TRAP METER GAUGE FLEXIBLE CONNECTION PIPE SLEEVE CAPPED PIPE GAS PRESSURE REGULATOR MEDICAL OXYGEN OUTLET SOLENOID VALVE PRESSURE RELIEF VALVE PRESSURE REDUCING VALVE PLUG VALVE GLOBE VALVE CHECK VALVE BUTTERFLY VALVE BALL VALVE WITH GAUGE TAPPINGS BALANCING/SHUT-OFF VALVE FUTURE N2O N2 WAGD FLOW ARROW UNDER FLOOR PIPING EXISTING TO BE ABANDONED EXISTING TO BE REMOVED EXISTING TO REMAIN NITROUS OXIDE NITROGEN WASTE GAS DISPOSAL MV VC CA MA O2 P MEDICAL VACUUM VACUUM CLEANING COMPRESSED AIR MEDICAL AIR MEDICAL OXYGEN PROPANE G FOV NATURAL GAS FUEL OIL VENT FOR FOS AV V FUEL OIL RETURN FUEL OIL SUPPLY ACID VENT VENT PD COMB IND HW AW PUMPED DISCHARGE COMBINATION SEWER INDIRECT WASTE HOT WASTE ACID WASTE STM SAN DE DW RW STORM SANITARY DEIONIZED WATER DISTILLED WATER RAW WATER DHWR (XXX°F) TW (XXX°F) DOMESTIC HOT WATER RETURN (XXX°F) TEMPERED WATER (XXX°F) DHW (XXX°F) SW DCW W DOMESTIC HOT WATER (XXX°F) SOFT WATER DOMESTIC COLD WATER WATER SERVICE NOTE: ALL SYMBOLS NOT NECESSARILY USED PIPING CO 1 RD EMERGENCY STORM E-STM HEAT TRACED PIPE GATE VALVE OC FOR COORDINATION OR REFERENCE DENOTES ITEM PROVIDED BY ANOTHER CONTRACTOR, SHOWN CO2CARBON DIOXIDE FOGFAT, OIL AND GREASE WASTE GENERAL VACVACUUM IAINSTRUMENT AIR UDUNDER DRAIN MEDICAL AIR OUTLET MEDICAL VACUUM OUTLET CARBON DIOXIDE OUTLET NITROGEN OUTLET NITROUS OXIDE OUTLET INSTRUMENT AIR OUTLET STRAINER SLIDE WASTE ANESTHESIA GAS DISPOSAL O A V C N NO I S W PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 2021-0012 20297 PLUMBING INDEX SHEET 04 MARCH 2022 P0.01Eric Stephens Nathan Criss Nathan Criss MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONPLUMBING SHEET INDEX SHEET NUMBER SHEET NAME P0.01 PLUMBING INDEX SHEET P1.00 UNDERFLOOR PLUMBING DEMOLITION P1.01 FIRST FLOOR PLUMBING DEMOLITION P1.02 SECOND FLOOR PLUMBING DEMOLITION P1.03 ROOF PLUMBING DEMOLITION P1.11 FIRST FLOOR MEDICAL GAS DEMOLITION P2.00 UNDERFLOOR PLUMBING NEW WORK P2.01A FIRST FLOOR PLUMBING NEW WORK - AREA A P2.01B FIRST FLOOR PLUMBING NEW WORK - AREA B P2.01C FIRST FLOOR PLUMBING NEW WORK - AREA C P2.01D FIRST FLOOR PLUMBING NEW WORK - AREA D P2.02B SECOND FLOOR PLUMBING NEW WORK - AREA B P2.02C SECOND FLOOR PLUMBING NEW WORK - AREA C P2.02D SECOND FLOOR PLUMBING NEW WORK - AREA D P2.02E SECOND FLOOR PLUMBING NEW WORK - AREA E P2.03 ROOF PLUMBING NEW WORK P3.01 FIRST FLOOR MEDICAL GAS NEW WORK P3.02 SECOND FLOOR MEDICAL GAS NEW WORK P5.01 PLUMBING SCHEDULES P6.01 PLUMBING DETAILS P6.02 PLUMBING DETAILS P6.03 PLUMBING DETAILS P7.01 PLUMBING STACKS P7.02 PLUMBING STACKS x1 x1x5x6x6.5 x7 x7x8 x9 x10 x12 x11 x11 x4 x3 x5.5 xA xB xC xD xE xF x2 SAN SANSANSANPROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A BCD 20297 UNDERFLOOR PLUMBING DEMOLITION 04 MARCH 2022 P1.00Eric Stephens Nathan Criss Nathan Criss MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONN 0'4'8'2'1' SCALE: 1/8" = 1'-0"1 UNDERFLOOR PLAN FIRST FLOOR DEMOLITION - OVERALL x1 x1x5x6x6.5 x7 x7x8 x9 x10 x12 x11 x11 x4 x3 x5.5 xA xB xC xD xE xF x2G1 2 3 2 4 4 5 6 6 6 6 6 6 6 7 8 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A BCD 20297 FIRST FLOOR PLUMBING DEMOLITION 04 MARCH 2022 P1.01Eric Stephens Nathan Criss Nathan Criss MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONN 0'4'8'2'1' SCALE: 1/8" = 1'-0"1 FLOOR PLAN FIRST FLOOR DEMOLITION - OVERALL CODED NOTES: 1. REMOVE ALL NATURAL GAS PIPING. 2. REMOVE ALL EXISTING PLUMBING FIXTURES UNLESS NOTED OTHERWISE. CAP SANITARY PIPE UNDER FLOOR. REPAIR FLOOR TO MATCH EXISTING FLOOR. 3. EXISTING WALL HYRANT TO REMAIN. 4. REMOVE EXISTING SANITARY ABOVE FIRST FLOOR CEILING. 5. REMOVE EXISTING SANITARY STACK. 6. REMOVE PLUMBING FIXTURE. CAP SANITARY PIPE UNDER FLOOR. DEMOLISH ALL ASSOCIATED DCW AND DHW BACK TO MAIN OR AS SHOWN ON PLANS AND CAP. 7. EXISTING DOMESTIC WATER HEATER TO REMAIN FOR AS LONG AS NECASSARY TO COMPLETE RENOVATION. REMOVE WATER HEATER AFTER DHW1 AND DHW2 SERVE THE ENTIRE BUILDING. DEMOLISH EXISTING ASSOCIATED DHW AND DCW BACK TO MAIN AND CAP. DEMOLISH NATURAL GAS TO ABOVE CEILING AND CAP. 8. 2" EXISTING DCW SERVICE AND BACKFLOW PREVENTER TO REMAIN. x5x6.5x7x8 x10 x10 xA xB xC xD xE xF x2 x2GG 1 2 23 3 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A B CDE 20297 SECOND FLOOR PLUMBING DEMOLITION 04 MARCH 2022 P1.02Eric Stephens Nathan Criss Nathan Criss MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONN 0'4'8'2'1' SCALE: 1/8" = 1'-0"1 FLOOR PLAN SECOND FLOOR OVERALL - DEMOLITION CODED NOTES: 1. REMOVE ALL NATURAL GAS PIPING ON SECOND FLOOR. 2. REMOVE ALL PLUMBING FIXTURES ON SECOND FLOOR. 3. REMOVE ALL DCW, DHW, AND DHWR PIPING ON SECOND FLOOR. DEMO BACK TO FIRST FLOOR MAIN AND CAP. x1 x5 x6 x6.5 x7 x8 x9x10x12 876543 D F x11 x11 x4 x4 x3 x3 x5.5 x5.5 EE 21 21 22 22 24 24 26 26 27 27 28 28 20 20 23 23 25 25 xA xB xC xD xE xF x2 Y Y Z Z 1 1 1 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A B CDE 20297 ROOF PLUMBING DEMOLITION 04 MARCH 2022 P1.03Eric Stephens Nathan Criss Nathan Criss MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONN 0'4'8'2'1' SCALE: 1/8" = 1'-0"1 ROOF PLAN ROOF DEMOLITION - AREA A/B CODED NOTES: 1. REMOVE ALL NATURAL GAS PIPING. x1 x1x5x6x6.5 x7 x7x8 x9 x10 x12 x11 x11 x4 x3 x5.5 xA xB xC xD xE xF x2 11 1 2 O2N2WAGDPROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A BCD 20297 FIRST FLOOR MEDICAL GAS DEMOLITION 04 MARCH 2022 P1.11Eric Stephens Nathan Criss Nathan Criss MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONN 0'4'8'2'1' SCALE: 1/8" = 1'-0"1 FLOOR PLAN FIRST FLOOR DEMOLITION - OVERALL CODED NOTES: 1. REMOVE ALL MEDICAL GAS OUTLETS IN THIS AREA. REMOVE ALL ASSOCIATED MEDICAL GAS PIPING AS SHOWN ON PLAN. 2. REMOVE EXISTING WASTE ANESTHESIA SUCTION PUMP. x1x5x6x6.5x7x8 x9 x10 x12 87654321 2.2 D F A C B x11 x4 x3 x5.5 E 21 21 22 22 24 24 26 26 27 27 28 28 20 20 23 23 25 25 xA xB xC xD xE xF x2 Y Y Z Z CO CO CO SAN SAN4" 4" 2" 2" 4" 4" 1 ½" SS 4" SS 5 1 ½" SS 4" SS 2" SS 2" SS 4"3" 2" (TYP.8) 2" STM VESTIBULE 100 RR 105T EXAM 2 122 EXAM 6 126 EXAM 9 129 EXAM 14 134 EXAM 10 130 EXAM 13 133 EXAM 12 132 EXAM 11 131 RAD. TECH WORK AREA 152 EXAM 15 136 EXAM 3 123 EXAM 5 125 EXAM 8 128 EXAM 7 127 EXAM 4 124 RR 106T TRIAGE 107A EXAM 1 121 EX MRI CASSETTE 151 XRAY 113 TRAUMA 108 SHELLED CT 152A STAIR 104 ELECT. 150 BARKING ROOM 115A EX MEP 120 CAT WARD 110 CLINCAL TEAM 107B ICU 112 GRIEF 138 GRIEF 137 RR 114T JAN. 107D RECEIVING / MORGUE 149 SHELL REHAB 146 NEURO SHELL SPACE 144 ENDOSCOPY 143A SURGERY RECEIVING 141 STAIR 139 RR 119T ONCOLOGY SHELL SPACE 117 WARD 115LAUNDRY 116 MEP 135 PROCEDURE ROOM 107C WAITING ROOM 101 ELEVATOR 0000 CORRIDOR X110 CORRIDOR X130 CORRIDOR X140 CORRIDOR X120 PHARMACY 109 ER/TRIAGE 107 CARDIOLOGY 118DOCTORS OFFICE 142 RR 140T INTERNAL MEDICINE 143 ULTRASOUND 145 ISOLATION 111 ANTE 111A ISOLATION 111B JC 111C READING RM 148 CORRIDOR X150 I.M. PRIVATE WORK 143B ECHO 118C RR 139T CAT-FRIENDLY WAITING 103 MECH 116A RR 147T RECEPTION 102 SURG RECEIVING WK RM 141A WORK RM 118A PRIVATE WK RM 118B 4" 4" 2" 2" 4" 3" 4" 4" 4" 4" 2" 2" 2" CO 2" 2" 2" 4" 2" 2" VR 2"4" 2" (TYP. 6) 4" 4" 2" 2"(TYP. 6) 4" 2" 2" 4" CO 4" 2" 4" 2" CO CO CO INV. EL. = 98' 1 INV. EL. = 98' 1 STM4"(54 GPM) 4"(54 GPM) CO CO 4" 6"(171 GPM) 6"(171 GPM) CO 3" 4" 2 2 2 2 SP1 3 3 3 4 PD 3" 2" VR VAC VAC 2" 3" CO CO 1 1/2" VR 3" 2 SANSANSANSANSANSANSANSAN SANSAN 3" SS 2" VR 1 P7.01 2 P7.01 5 P7.01 4 P7.01 1 P7.02 2 P7.02 3 P7.02 4 P7.02 7 P7.02 6 P7.02 2" 6 P6.03 STM2" PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A BCD 20297 UNDERFLOOR PLUMBING NEW WORK 04 MARCH 2022 P2.00Eric Stephens Nathan Criss Nathan Criss MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONN 0'4'8'2'1' SCALE: 1/8" = 1'-0"1 UNDERFLOOR PLAN CODED NOTES: 1. CONTINUATION BY SITE UTILITIES CONTRACTOR. 2. PROVIDE PIPE SLEEVE THROUGH FOUNDATION. 3. 2" FUR VAC PIPE UP THROUGH SLAB TO INLET STATION. COORDINATE EXACT LOCATION WITH ARCHITECTURAL DRAWINGS & OWNER. MAKE FINAL CONNECTIONS. 4. 2" FUR VAC PIPE UP THROUGH SLAB TO FUR VACUUM PUMP. COORDINATE EXACT LOCATION. MAKE FINAL CONNECTIONS. 5. CAP SANITARY IN WALL FOR FUTURE SINK. x1x5x6x6.5x7x8x10x11 x5.5 21 21 22 22 24 24 26 26 27 27 28 2820 20 23 23 25 25 xA xB xC xD x2 WC1 L1 1/2"1/2" 1/2" 3/4" 3/4"DHWRDHWDCWVESTIBULE 100 RR 105T STAIR 104 WAITING ROOM 101 CAT-FRIENDLY WAITING 103 RECEPTION 102 1/2" WB1 WH2 3/4" DCW DCW PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A BCD 20297 FIRST FLOOR PLUMBING NEW WORK - AREA A 04 MARCH 2022 P2.01AEric Stephens Nathan Criss Nathan Criss MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONN 0'2'4'1' SCALE: 1/4" = 1'-0"1 FLOOR PLAN x1 D A C B x4 x3 x5.526 26 27 27 28 28 25 25 xD xE xF x2 Y Y Z Z S1 S2 EEW1 S2 WT1 WC1 L1 S4 EEW1 MS1 WC1 L1 S1 WT1 S7 EEW1 L1 EEW2 WT1 S4 EEW1 S4 GD1 EEW1 S4 EEW1 S8 GD1 WT1 S4 GD1 EEW1 S7 EEW1 WC2 L1 MS1 1 1/2" 1 1/2" 1.5 GPM 1.5 GPM 1 1/4" 2 1/2" 2 1/2"DHWRDHWDCW1" DHW DCW DHWR DHWR DHW DCW DHWR DHW DCW HS2 HS2 HS1 3/4" 2" 3/4" 3/4" DCW DHWDCWDHWDHWR3/4" 3/4" 1" 1" 1 1/2" 1 3/4" 3/4" 3/4" 1/2"DHWDCW3/4" 3/4" 3/4" 1"DCWDHWDCWDHWDCW DHW DHWR 2 1 1/2" 2" 3/4" 3/4" 1" 1" 2 3/4" HS1 2" 2" DCW DHW DHWR 2 1/2" 2 1/2" 2" 1" 2" 3 1 1/2"3/4" 2" 3/4"1/2"DHWDCWDN1 DWH1 DWH2 4 RCP1 2"2" 4" 2"4" 4"SS SANCOSTM 4" (GPM 84) TD1 CO 1/2" 1/2" 3" VR 2" VR 4 P6.01 G 1/2" 2" 5 6" (GPM 171) 4" (GPM 87) STM 4" (GPM 84)E-STMRR 106T TRIAGE 107A EXAM 1 121 XRAY 113 TRAUMA 108 BARKING ROOM 115A EX MEP 120 CAT WARD 110 CLINCAL TEAM 107B ICU 112 RR 114T JAN. 107D RR 119T ONCOLOGY SHELL SPACE 117 WARD 115 LAUNDRY 116 MEP 135 PROCEDURE ROOM 107C CORRIDOR X120 PHARMACY 109 ER/TRIAGE 107 CARDIOLOGY 118 ISOLATION 111 ANTE 111A ISOLATION 111B JC 111C ECHO 118C MECH 116A WORK RM 118A PRIVATE WK RM 118B CO 3/4" 3/4" HS11 1/2" CV1 6 FD1 2 P6.02 7 8 FD1 (TYP. 2) FD1 (TYP. 6) FS1 3/4"GDHWDHWRDCWSAN 10 2" VR 2" 3" FD1 (TYP. 6) FD1 (TYP. 3) 2" VR 9 9 9 3" VTR VVV V VVV V 2" 1 1/2" 2" 2" 2" 3" 3" 3" 3" 1 1/2" 1 1/2" 2" 3" 1 1/2" 2" 2" 1 1/2" 1 1/2" 2" 1 1/2" 7 4" 2" VAC 3"PD 2" 12 2" WB2 3/4" WH1 WH2 1 P6.01 WH1 3/4" 3/4" 3/4" 3/4" 13 AC114 15 CA16 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A BCD 20297 FIRST FLOOR PLUMBING NEW WORK - AREA B 04 MARCH 2022 P2.01BEric Stephens Nathan Criss Nathan Criss MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONN 0'2'4'1' SCALE: 1/4" = 1'-0"1 FLOOR PLAN FIRST FLOOR NEW WORK - AREA B CODED NOTES: 1. 3/4" DCW & DHW BELOW SLAB. 1/2" DCW & DHW TO EACH WET TABLE. COORDINATE EXACT LOCATION. MAKE FINAL CONNECTION. 2. 1/2" DCW & DHW BELOW SLAB TO WET TABLE. COORDINATE EXACT LOCATION. MAKE FINAL CONNECTION. 3. 2" DCW, 2" DHW. & 3/4" DHWR UP TO SECOND FLOOR. 4. VACUUM PUMP, REFER TO DRAWING P3.01. 5. 1/2" NATURAL GAS UP TO ROOF. 6. 1/2" BACKFLOW PREVENTER FOR HVAC MAKEUP WATER. CONTINUATION BY HVAC CONTRACTOR. 7. FUR VACUUM EXHAUST UP TO ROOF. SIZE AND INSTALL PER MANUFACTURER'S REQUIREMENTS. 8. FUR VACUUM PIPING TO BELOW SLAB. 9. FUR VACUUM INLET STATION. COORDINATE EXACT LOCATION WITH ARCHITECTURAL DRAWINGS AND OWNER. FUR VACUUM PIPING FROM INLET TO BELOW SLAB. 10. 2" NATURAL GAS DOWN TO EXISTING DOMESTIC WATER HEATER. 11. 2" FUR VAC PIPE UP THROUGH FLOOR TO OUTLET. COORDINATE EXACT LOCATION WITH ARCHITECTURAL DRWINGS & OWNER. MAKE FINAL CONNECTIONS. 12. CONNECT 2 1/2" TO EXISTING 2" EXISTING WATER SERVICE AND BACKFLOW PREVENTER. 13. 3/4" NATURAL GAS DOWN FROM SECOND FLOOR. 14. AIR COMPRESSOR TO SHELF MOUNTED. COORDINATE EXACT LOCATION AND HEIGHT WITH ARCHITECT AND OWNER. 15. DOMESTIC WATER HEATER FLUE AND COMBUSTION AIR INTAKE FROM WATER HEATER TO OUTSIDE. SIZE AND TERMINATE PIPE PER MANUFACTURER'S REQUIREMENTS. 16. 1/2" COMPRESSED AIR FROM AIR COMPRESSOR UP TO SECOND FLOOR. x7 x9 x10 x12 D F A C B x11 E 21 21 22 22 24 24 26 2620 20 23 23 25 25 xD xE xF Y Y Z Z S1 S1 S1 S1 S4 L1 WC2 WT1 L1 WC2 S2 S2 EEW1 1 GPM 1 GPM 1.5 GPM 1" 3/4" 3/4" 1/2" 1/2" 1/2" 1/2" 1"DCWDHWRDHWDHW DCW DHWR DHWDHWRDCWDHWR DHW DCW DHWR DHW DCW 2 1/2" 2" 1" 1" 1 1/4" 3/4" 3/4" 3/4" 3/4" 1" 1" 3/4" 1 1/2" 1 1/4" 2" 1/2" 1/2"DCWDHWDHWDCWDHWR3/4" 1/2" 1/2" 1 1/2"2" 2 1/2"VDCWDHWDHW DHWR V 2" DN1 4" 4" 4" 4"SS 1½"SS 3"SS 1 1/2" 1 1/2" 2" SS 2"SS CO E-STM4" (GPM 54) 4" (GPM 54) 2" VR EXAM 2 122 EXAM 6 126 EXAM 9 129 EXAM 14 134 EXAM 10 130 EXAM 13 133 EXAM 12 132 EXAM 11 131 RAD. TECH WORK AREA 152 EXAM 15 136 EXAM 3 123 EXAM 5 125 EXAM 8 128 EXAM 7 127 EXAM 4 124 RR 106T EXAM 1 121 SHELLED CT 152A EX MEP 120 GRIEF 138 GRIEF 137 ENDOSCOPY 143A SURGERY RECEIVING 141 STAIR 139 RR 119T MEP 135 ELEVATOR 0000 CORRIDOR X110 CORRIDOR X130 CORRIDOR X140 CORRIDOR X120 DOCTORS OFFICE 142 RR 140T INTERNAL MEDICINE 143 CORRIDOR X150 I.M. PRIVATE WORK 143B ECHO 118C RR 139T SURG RECEIVING WK RM 141A 3" SAN STM1/2" 1/2"DCWDHWVACVAC2" 3/4" 3/4"SAN3/4" 1 1 2 1 1/2" 2"1 1/2" 2" 3" VTR 1 1/2" 1 1/2" SAN 2 1/2" 2" 1 1/2" G 3 1 1/2" 4 5 2" 1 1/2" SANSAN 1 1/2" 2" S2 EEW1 1/2" 1/2"1 1/2" V 3/4" PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A BCD 20297 FIRST FLOOR PLUMBING NEW WORK - AREA C 04 MARCH 2022 P2.01CEric Stephens Nathan Criss Nathan Criss MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONN 0'2'4'1' SCALE: 1/4" = 1'-0"1 FLOOR PLAN FIRST FLOOR NEW WORK - AREA C CODED NOTES: 1. 2" FUR VAC PIPE UP THROUGH FLOOR TO OUTLET. COORDINATE EXACT LOCATION WITH ARCHITECTURAL DRWINGS & OWNER. MAKE FINAL CONNECTIONS. 2. FUR VAC PIPE UP THROUGH FLOOR TO FUR VACUUM PUMP. COORDINATE EXACT LOCATION. MAKE FINAL CONNECTIONS. 3. 1 ½" NATURAL GAS UP TO ROOF. 4. NATURAL GAS METER AND REGULATOR ASSEMBLY BY NATURAL GAS COMPANY. 5. CONTINUATION BY NATURAL GAS COMPANY. 21 2.2 D F A C B E xD xE xF WC2 L1 1" 3/4" 3/4" 3/4" 3/4" 1" DCW DHW DHWR 3/4" 3/4" 1½"SS EX MRI CASSETTE 151 ELECT. 150 RECEIVING / MORGUE 149 SHELL REHAB 146 NEURO SHELL SPACE 144 ULTRASOUND 145 READING RM 148 RR 147T 2" VR WH2 3/4" WH2 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A BCD 20297 FIRST FLOOR PLUMBING NEW WORK - AREA D 04 MARCH 2022 P2.01DEric Stephens Nathan Criss Nathan Criss MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONN 0'2'4'1' SCALE: 1/4" = 1'-0"1 FLOOR PLAN FIRST FLOOR NEW WORK - AREA D x1x7 x9 x10 54 x11 x4 x3 x5.521 22 24 26 27 2820 23 23 25 xD xE x2 Y Y Z Z S5 EEW1 S7 EEW1 S2 WT1 1 1/4"1 1/4" 1" 1 1"V3" VTR 1 1/2" 1 1/2" 1 1/2" 2" FLUOROSCOPY OR 206 OR 5 205 OR 4 204 DIRTY STERILE PROCESSING 207A CORRIDOR X210 XRAY 208 SURGERY SUITE 210 CORRIDOR X220 CLEAN STERILE PROCESSING 207B DOCTORS 210B TEAM WORK ROOM 210A CORRIDOR X240 4"STM 4"E-STM (87 GPM) (87 GPM) 2 2 WB2 3/4"3/4" 1" 1" 3 DHWRDHWDCW3/4" CA 1/2" 4 5 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A B CDE 20297 SECOND FLOOR PLUMBING NEW WORK - AREA B 04 MARCH 2022 P2.02BEric Stephens Nathan Criss Nathan Criss MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONN 0'2'4'1' SCALE: 1/4" = 1'-0"1 FLOOR PLAN SECOND FLOOR NEW WORK - AREA B CODED NOTES: 1. 1/2" DCW & DHW BELOW IN FIRST FLOOR CEILING TO WET TABLE. COORDINATE EXACT LOCATION. MAKE FINAL CONNECTION. 2. FUR VACUUM INLET STATION. COORDINATE EXACT LOCATION WITH ARCHITECTURAL DRAWINGS AND OWNER. 3. 2" VENT THROUGH ROOF FOR OWNER FURNISHED STERILIZER. TERMINATE VENT THROUGH ROOF PER STERILIZER MANUFACTURER'S REQUIREMENTS. COORDINATE EXACT LOCATION WITH ARCHITECTURAL DRAWINGS AND OWNER. MAKE FINAL CONNECTIONS. 4. 1/2" COMPRESSED AIR UP FROM FIRST FLOOR. 5. 1/2" COMPRESSED AIR DOWN TO WALL OUTLET. COORDINATE EXACT LOCATION WITH ARCHITECTURAL PLANS AND OWNER. MAKE FINAL CONNECTIONS. 876 A C B L1 WC1 S7 EEW1 S2 DCW DHWR DHW 2" 3/4" 1 1/2"DHWDCW3/4" 3/4" 1" 1" 1" V 3"3" VR OFFICE 212 OFFICE 213 OFFICE 216 OFFICE 215 RR 220T CORRIDOR X230 CAT I-131 219A CLINCAL MANAGERS 217 WORK STATIONS 214 COMMUNICATIONS 211 CAT I-131 ANTE RM 219 MARKETING CLOSET 218 2" 3/4" G 2 3 1 1 1/2" 3/4" 2" S7 EEW1 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A B CDE 20297 SECOND FLOOR PLUMBING NEW WORK - AREA C 04 MARCH 2022 P2.02CEric Stephens Nathan Criss Nathan Criss MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONN 0'2'4'1' SCALE: 1/4" = 1'-0"1 FLOOR PLAN SECOND FLOOR NEW WORK - AREA C CODED NOTES: 1. 2" DCW, 1 ½" DHW, 3/4" DHWR DOWN TO FIRST FLOOR. 2. 3/4" NATURAL GAS DOWN FROM ROOF. 3. 3/4" DOWN TO DWH1 AND DHW2 ON FIRST FLOOR. x1x7x9x10x12 54 A C B x11 x4 x3x5.5212226 2820 23 23 x2 MS1 S2 EEW1 1" 3/4" 1 1/2" DCW DHWR DHW 1 1/4"1 1/4"2" DCW DHWR DHW DHWR DHW 3/4" 3/4" 1 1/2" 3" 2" 2" 3" 2" 3" VTR VVV2" VR 4" (GPM 87) STM 4" (GPM 87) DN1 WELLNESS 229 RR 228T RR 227T DENTISTRY 221 STAIR --- CENTRAL SUPPLY 223 ELEVATOR 000 PRIVATE WORK 221A CHASE 00 DENTISTRY WK RM 221B DOCTORS 210B CORRIDOR X240 J.C. 222 STME-STM4" (GPM 87) CV11 2 1 1/2" 3 E-STM3/4" 1.5 GPM 2 GPM PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A B CDE 20297 SECOND FLOOR PLUMBING NEW WORK - AREA D 04 MARCH 2022 P2.02DEric Stephens Nathan Criss Nathan Criss MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONN 0'2'4'1' SCALE: 1/4" = 1'-0"1 FLOOR PLAN SECOND FLOOR NEW WORK - AREA D CODED NOTES: 1. FUR VACUUM EXHAUST UP TO ROOF. SIZE AND INSTALL PER MANUFACTURER'S REQUIREMENTS 2. FUR VACUUM PIPING DOWN TO FIRST FLOOR. ROUTE VACUUM PIPING ABOVE CEILING ON THE FIRST FLOOR. 3. FUR VACUUM IN STACKED CONFIGURATION PER MANUFACTURER REQUIREMENTS. 321 2.2 A C B S4 GD1 S2 L1 L1 WC2 WC1 3/4" DHW DHWR DCW 3/4" 3/4"3/4" 1/2" DCW DHWR DHWDHW 3/4" 3/4" 1" 1" 3/4" 1 1/2" 3"VTR 1 1/2"1 1/2" 2" 2" 2" 3" 2" 2" V V V2"VR WELLNESS 229 MOTHERS ROOM 225 IT 226 BREAK ROOM 230 RR 228T RR 227T KITCHENETTE 231 CORRIDOR X250 LOCKER ROOM 224 CONFERENCE ROOM 232 DCW2 1 3 WB1 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A B CDE 20297 SECOND FLOOR PLUMBING NEW WORK - AREA E 04 MARCH 2022 P2.02EEric Stephens Nathan Criss Nathan Criss MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONN 0'2'4'1' SCALE: 1/4" = 1'-0"1 FLOOR PLAN SECOND FLOOR NEW WORK - AREA E CODED NOTES: 1. 3/4" DCW DOWN CHASE. 1/2" DCW TO EACH WATER CLOSET. 2. 3/4" DCW & DHW DOWN CHASE. 1/2" DCW & DHW TO EACH LAVATORY. 3. EXTEND 1/2" DCW TO COFFEE MAKER. RD1 (54 GPM) 3" VTR 3" VTR 3" VTR RD1 (84 GPM) RD2 (84 GPM)RD2 (54 GPM) G 1/2" 2 1" 1 1/2" 1" 3/4" 1 1/2" 1" 1 1/4" 2" 1 1/2" 1 1/4" 3/4" RD1 (87 GPM) RD2 (87 GPM) 3" VTR 3" VTR 1 1 1" 1 1/2" 1 1/2" G 3/4" 1 1/4" 1" 1" 1 1/4" 3 4 1" 5 RTU5 RTU6 RTU9 RTU8 RTU3 RTU7 RTU4 RTU2 RTU1 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A B CDE 20297 ROOF PLUMBING NEW WORK 04 MARCH 2022 P2.03Eric Stephens Nathan Criss Nathan Criss MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONN 0'4'8'2'1' SCALE: 1/8" = 1'-0"1 ROOF PLAN ROOF NEW WORK - OVERALL CODED NOTES: 1. FUR VACUUM, EXHAUST, SIZE AND INSTALL PER MANUFACTURER'S REQUIREMENTS. 2. 1/2" NATURAL GAS DOWN TO EXISTING DWH. 3. 3/4" NATURAL GAS DOWN TO DOWN TO SECOND FLOOR. 4. 1 ½" NATURAL GAS UP FROM FIRST FLOOR. 5. 2" VENT THROUGH ROOF FOR OWNER FURNISHED STERILIZER. TERMINATE VENT THROUGH ROOF PER STERILIZER MANUFACTURER'S REQUIREMENTS. COORDINATE EXACT LOCATION WITH ARCHITECTURAL DRAWINGS AND OWNER. MAKE FINAL CONNECTIONS. x1x5x6x6.5x7x8 x9 x10 x12 87654321 2.2 D F A C B x11 x4 x3 x5.5 E 21 21 22 22 24 24 26 26 27 27 28 28 20 20 23 23 25 25 xA xB xC xD xE xF x2 Y Y Z Z O V O V O V O V O V O O O O V O V O V O V O O V O V O V O V O O O O O O OOOOOO O O O O V O V O V O V O V O V O V OOO O O V O O OO O O OO O V O O O V O V O V O V O O O O OO O VOV O O V O2O2 MV MV O2 MV O2 MV O2 MVO2MVN22" 2" 1" 1" 2" 1/2" 3/4" 1" 3/4" 1/2" 3/4" 1" 3/4"1/2" 3/4" 1/2" 1/2" 3/4"1/2" 1" 3/4"1/2" 3 VP12 P6.02 1 5 P6.02(TYP.) 4 4 4 1/2" 3/4"MVO23/4" 3/4" 1/2" 3/4" 1/2"1" 1/2" 1/2" 1 1/4" 1/2" 1 1/4" 1 1/2" 1 1/2" 1" 1" 1/2" 1/2" 1/2" 3/4" 1/2" 3/4" 1/2" 1/2" 1/2" 1/2" 3/4" VESTIBULE 100 RR 105T EXAM 2 122 EXAM 6 126 EXAM 9 129 EXAM 14 134 EXAM 10 130 EXAM 13 133 EXAM 12 132 EXAM 11 131 RAD. TECH WORK AREA 152 EXAM 15 136 EXAM 3 123 EXAM 5 125 EXAM 8 128 EXAM 7 127 EXAM 4 124 RR 106T TRIAGE 107A EXAM 1 121 EX MRI CASSETTE 151 XRAY 113 TRAUMA 108 SHELLED CT 152A STAIR 104 ELECT. 150 BARKING ROOM 115A EX MEP 120 CAT WARD 110 CLINCAL TEAM 107B ICU 112 GRIEF 138 GRIEF 137 RR 114T JAN. 107D RECEIVING / MORGUE 149 SHELL REHAB 146 NEURO SHELL SPACE 144 ENDOSCOPY 143A SURGERY RECEIVING 141 STAIR 139 RR 119T ONCOLOGY SHELL SPACE 117 WARD 115 LAUNDRY 116 MEP 135 PROCEDURE ROOM 107C WAITING ROOM 101 ELEVATOR 0000 CORRIDOR X110 CORRIDOR X130 CORRIDOR X140 CORRIDOR X120 PHARMACY 109 ER/TRIAGE 107 CARDIOLOGY 118 DOCTORS OFFICE 142 RR 140T INTERNAL MEDICINE 143 ULTRASOUND 145 ISOLATION 111 ANTE 111A ISOLATION 111B JC 111C READING RM 148 CORRIDOR X150 I.M. PRIVATE WORK 143B ECHO 118C RR 139T CAT-FRIENDLY WAITING 103 MECH 116A RR 147T RECEPTION 102 SURG RECEIVING WK RM 141A WORK RM 118A PRIVATE WK RM 118B 3/4" 1/2" 3/4" 3/4" 1/2" 5 67 2 1" 1" 3/4" PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A BCD 20297 FIRST FLOOR MEDICAL GAS NEW WORK 04 MARCH 2022 P3.01Eric Stephens Nathan Criss Nathan Criss MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONN 0'4'8'2'1' SCALE: 1/8" = 1'-0"1 FLOOR PLAN FIRST FLOOR NEW WORK - OVERALL CODED NOTES: 1. CEILING MOUNTED MEDICAL GAS OUTLET, COORDINATE EXACT LOCATION WITH ARCHITECTURAL DRAWINGS AND OWNER. TYPICAL UNLESS NOTED OTHERWISE. 2. MEDICAL GAS AREA ALARM PANEL. COORDINATE EXACT LOCATION WITH OWNER. 3. MEDICAL GASES TO SECOND FLOOR. 4. CAPPED PIPE FOR FUTURE CONNECTION. 5. 3" VACUUM EXHAUST, TERMINATE WITH ELBOW TURNED DOWN AND INSECT SCREEN. 6. EXTEND UNDERGROUND TO OWNER FURNISHED BULK OXYGEN SYSTEM. 7. EXTEND UNDERGROUND TO OWNER FURNISHED BULK NITROGEN SYSTEM. GENERAL NOTE: 1. CONTRACTOR MUST CONDUCT WALKTHROUGH WITH OWNER TO VERIFY ALL MEDICAL GAS OUTLET LOCATIONS PRIOR TO INSTALLATION. x1x5x6x6.5x7x8 x9 x10 x12 87654321 2.2 F A C B x11 x4 x3 x5.5 E 21 22 24 26 27 2820 23 23 25 xA xB xC xD xE x2 Y Y Z Z O VO VO VO VO V O VO VO VOVO O VO V O V O VO NV N V V O N V N V V O N V VO NV N2O2 MVO2MV N2O2MV1" 3/4" 2" 1/2" 3/4" 1/2"1 1/2" 1/2"3/4" 2" 3/4" 1" 1 1/2" 1 1/4" 3/4" 3/4" 1/2" 5 P6.02(TYP.) 1 2 1/2" 1/2" 1/2" 1/2" 1" 3/4" 1/2" 3/4" 1/2" 3/4" 1/2" OR 1 201 FLUOROSCOPY OR 206 OR 5 205 OR 4 204 OR 3 203 DIRTY STERILE PROCESSING 207A CORRIDOR X210 OFFICE 212 OFFICE 213 OFFICE 216 OFFICE 215 RR 220T CORRIDOR X230 CAT I-131 219A CLINCAL MANAGERS 217 WELLNESS 229 MOTHERS ROOM 225 IT 226 BREAK ROOM 230 RR 228T RR 227T XRAY 208 STAIR --- DENTISTRY 221 STAIR --- SURGERY SUITE 210 OPEN TO BELOW 0 OR 2 202 KITCHENETTE 231 CENTRAL SUPPLY 223 ELEVATOR 000 WORK STATIONS 214 CORRIDOR X220 PRIVATE WORK 221A COMMUNICATIONS 211 CAT I-131 ANTE RM 219 MARKETING CLOSET 218 CHASE 00 CLEAN STERILE PROCESSING 207B DENTISTRY WK RM 221B DOCTORS 210B TEAM WORK ROOM 210A CORRIDOR X240 CORRIDOR X250 LOCKER ROOM 224 CONFERENCE ROOM 232 J.C. 222 1/2" 1/2" 1/2" 3/4" N NN 6 N2 1/2" O PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A B CDE 20297 SECOND FLOOR MEDICAL GAS NEW WORK 04 MARCH 2022 P3.02Eric Stephens Nathan Criss Nathan Criss MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONN 0'4'8'2'1' SCALE: 1/8" = 1'-0"1 FLOOR PLAN SECOND FLOOR NEW WORK - OVERALL CODED NOTES: 1. CEILING MOUNTED MEDICAL GAS OUTLET, COORDINATE EXACT LOCATION WITH ARCHITECTURAL DRAWINGS AND OWNER. TYPICAL UNLESS NOTED OTHERWISE. 2. MEDICAL GASES DOWN TO FIRST FLOOR. 3. NITROGEN WALL OUTLET, COORDINATE EXACT LOCATION WITH ARCHITECTURAL DRAWINGS AND OWNER. GENERAL NOTE: 1. CONTRACTOR MUST CONDUCT WALKTHROUGH WITH OWNER TO VERIFY ALL MEDICAL GAS OUTLET LOCATIONS PRIOR TO INSTALLATION. MANUFACTURERS AS INDICATED SERVE AS BASIS OF DESIGN. FOR ADDITIONAL ACCEPTABLE MANUFACTURERS, REFER TO SPECIFICATIONS. TAG 1 = WALL MOUNTED 2 = FLOOR MOUNTED SAN DESCRIPTION 3 = FULLY RECESSED 4 = SEMI-RECESSED DCW PIPE CONNECTIONS VENT DHW 11 = MOLDED STONE 12 = BRASS FITTINGS AND TRIM - MFR. AND MODEL NO. PLUMBING FIXTURE SCHEDULE CARRIERCOLORMATERIALMOUNTING5 = COUNTERTOP 6 = VITREOUS CHINA MFR. AND MODEL NUMBER 7 = STAINLESS STEEL 8 = STEEL FLUSH VALVE, FAUCET or MIXING VALVE 9 = FIBERGLASS 10 = PRECAST TERRAZO 15 = CHROME PLATED 16 = AS PER MFR. STANDARD 13 = CAST IRON 14 = WHITE STRAINER 17 = AS INDICATED = PROVIDE PER SPECIFICATIONS REMARKS WC1 WATER CLOSET 4" 2"1” - AMERICAN STANDARD 211AA.104 2 6 14 - -- 1.28 GPF, 4" PISTON-ACTION FLUSH VALVE, ELONGATED BOWL, 16½" RIM HEIGHT, TRIP LEVEL ON LEFT SIDE. SEAT: BEMIS 1955SSCT, HEAVY DUTY, OPEN FRONT, LESS COVER, SELF-SUSTAINING HINGES, STAINLESS STEEL POSTS.ADAWC2 WATER CLOSET 4" 2" 1” - AMERICAN STANDARD 211AA.105 2 6 14 - -- 1.28 GPF, 4" PISTON-ACTION FLUSH VALVE, ELONGATED BOWL, 16½" RIM HEIGHT, TRIP LEVEL ON RIGHT SIDE. SEAT: BEMIS 1955SSCT, HEAVY DUTY, OPEN FRONT, LESS COVER, SELF-SUSTAINING HINGES, STAINLESS STEEL POSTS. L1 LAVATORY 1½" 1½"½”AMERICAN STANDARD 0356.421 1 6 14 CHICAGO 116.706.AB.1 GRID STRAINER WITH OFFSET TAILPIECE LAVATORY: SINGLE HOLE, OVERFLOW. FAUCET: ELECTRONIC, HARDWIRED, 0.5 GPM VANDAL PROOF NON-AERATINGM SPRAY. PROVIDE ASSE 1070 COMPLIANT MIXING VALVE.½” S1 SINK 1½" 1½"½”ELKAY LR2219 5 7 16 -GRID STRAINER SINK: SINGLE COMPARTMENT, 18"X14" BOWL, 7-5/8" BOWL DEPTH, 3-HOLE CONFIGURATION. FAUCET: 8" GOOSENECK SPOUT, 1.5 GPM LAMINAR FLOW OUTLET, FLOW CONTROL IN SPOUT INLET, 4" VANDAL PROOF WRIST BLADE HANDLES.½” SINK 1½" 1½"½”ELKAY DLR221910 5 7 16 -GRID STRAINER SINK: SINGLE COMPARTMENT, 18"x14" BOWL, 10" BOWL DEPTH, 3-HOLE CONFIGURATION. FAUCET: 5¼" GOOSENECK SPOUT, 1.5 GPM LAMINAR FLOW OUTLET, FLOW CONTROL IN SPOUT INLET, 4" VANDAL PROOF WRIST BLADE HANDLES.½”S2 SINK 1½" 1½"½”1 7 16 -GRID STRAINER½”S8 ELKAY ESS25202 SINGLE 22"x16" BOWL, 12" BOWL DEPTH, CENTER DRAIN. FAUCET: 6" ELBOW BLADE HANDLES, ¾" HOSE THREAD OUTLET, INTEGRAL VACUUM BREAKER, INTEGRAL SUPPLY STOPS, INTEGRAL SPRING CHECKS.CHICAGO 897-CCP SINK 1½" 1½"½”ELKAY LR3322 5 7 16 - CHICAGO 200 GRID STRAINER SINK: TWO COMPARTMENT, 13½"x16" BOWLS, 8" BOWL DEPTH, 4-HOLE CONFIGURATION. FAUCET: 8" GOOSENECK SPOUT, 1.5 GPM LAMINAR FLOW OUTLET WITH FLOW CONTROL INSERT IN SPOUT INLET, 4" VANDAL PROOF WRIST BLADE HANDLES, SPRAYER.½”S3 SINK 1½" 1½"½”5 7 16 -GRID STRAINER½”S4 ELKAY DLR312210 SINK: SINGLE COMPARTMENT 28"x16" BOWL, 10" BOWL DEPTH, 3-HOLE CONFIGURATION. FAUCET: 8" GOOSENECK SPOUT, 1.5 GPM LAMINAR FLOW OUTLET, FLOW CONTROL IN SPOUT INLET, QUARTER TURN 4" VANDAL PROOF WRIST BLADE HANDLES. SINK 1½" 1½"½”5 7 16 -GRID STRAINER½”S5 ELKAY DLR332210 CHICAGO 786-GN2FCABCP SINK: TWO COMPARTMENT 13½"x16" BOWL, 10" BOWL DEPTH, 3-HOLE CONFIGURATION. FAUCET: 8" GOOSENECK SPOUT, 1.5 GPM LAMINAR FLOW OUTLET, FLOW CONTROL IN SPOUT INLET, QUARTER TURN 4" VANDAL PROOF WRIST BLADE HANDLES. SINK 1½" 1½"½”5 7 16 -GRID STRAINER½”S6 ELKAY DLR312210 SINK: SINGLE COMPARTMENT, 28"x16" BOWL, 10" BOWL DEPTH, SINGLE HOLE CONFIGURATION. FAUCET: ELECTRONIC, HARDWIRED, 8" GOOSENECK SPOUT, 1.5 GPM LAMINAR FLOW CONTROL IN SPOUNT INLET. CHICAGO 116.303.AB.1 GN8FCJKABCP SINK 1½" 1½"½”ELKAY DLR221910 5 7 16 -GRID STRAINER SINK: SINGLE COMPARTMENT, 18"x14" BOWL, 10" BOWL DEPTH, 3-HOLE CONFIGURATION. FAUCET: ELECTRONIC,BOWL, 10" BOWL DEPTH, 3-HOLE CONFIGURATION. FAUCET: ELECTRONIC, HARDWIRED, 8" GOOSENECK SPOUT, 1.5 GPM LAMINAR FLOW CONTROL IN SPOUNT INLET.½”S7 CHICAGO 116.303.AB.1 GN8FCJKABCP MOP SINK 3" 1½"½”CREATIVE MC2424-12 2 11 16 - CHICAGO 897-CCP GRID STRAINER FAUCET: 6" ELBOW BLADE HANDLES, ¾" HOSE THREAD OUTLET, PAIL HOOK, INTEGRAL VACUUM BREAKER, INTEGRAL SUPPLY STOPS, INTEGRAL SPRING CHECKS, UPPER SUPPORT ROD. PROVIDE STAINLES STEEL CAPS ON ALL SIDES, 36" HOSE AND WALL HOOK.½”MS1 WET TABLE (SINK)1½" 1½"½” PROVIDE BY OWNER PROVIDED BY OWNER PROVIDED BY OWNER½”WT1 SHOWER 2" 1½"½”COMFORT DESIGNS SSS 3637BF 3P RRF POWERS 910 INTEGRAL½”SH1 2 8 14 - SHOWER: ADA COMPLIANT TRANSFER TYPE, 1-PIECE SOLID SURFACE, HORIZONTAL AND VERTICAL GRAB BARS, FOLD- UP SEAT, WALL REINFORCEMENT FOR GRAB BARS AND SEAT, 10"X11" SOAP DISH. SHOWER CONTROL; ASSE 1016 COMPLIANT TEMPERATURE AND PRESSURE SHOWER VALVE, INTEGRAL CHECKS, INLINE VACUUM BREAKER, HAND SHOWER: HYDROGAURD DELUXE, 2.5 GPM, 30" GLIDE RAIL, METAL HOSE. COORDINATE SEAT, SHOWER CONTROL, AND HAND SPRAY LOCATION WITH ARCHITECTURAL DRAWINGS. URINAL 2" 1½"¾”AMERICAN STANDARD 6590.001EC SLOAN ROYAL 186 INTEGRAL-UR1 1 6 14 - URINAL: ADA MOUNTING HEIGHT, TOP SPUD, WASHOUT FLUSH ACTION, ANTI-MICROBIAL SURFACE. FLUSH VALVE: MANUAL, EXPOSED, DIAPHRAGM TYPE, .125 GPF. L2 LAVATORY 1½" 1½"½”AMERICAN STANDARD 0475.047 1 6 14 CHICAGO 116.706.AB.1 GRID STRAINER WITH OFFSET TAILPIECE FAUCET: ELECTRONIC (AC) DUAL BEAM INFRARED SENSOR, 0.5 GPM VANDAL PROOF NON-AERATING SPRAY, HARDWIRE TRANSFORMER. PROVIDE ASSE 1070 COMPLIANT THERMOSTATIC MIXING VALVE.½” CHICAGO 786-GN2FCABCP CHICAGO 786-GN2FCABCP CHICAGO 786-GN2FCABCP F E D C B A SA6 155 -330 SA5 114 -154 SA4 61 -113 SA3 33 -60 SA2 12 -32 SA1 1 -11 P. D. I. SYMBOLFIXTURE UNITS CONNECTEDITEM SHOCK ABSORBER SCHEDULE NOT REQUIREDPPPI-PRIME-RITE1TP1 ITEM NO OF DRAINS PRIMER MODEL DISTRIBUTION UNIT (BASED ON PRECISION PLUMBING PRODUCTS) TRAP PRIMER SCHEDULE 2 OPENINGPPPI-PRIME-RITE2TP2 3 OPENINGPPPI-PRIME-RITE3TP3 4 OPENINGPPPI-PRIME-RITE4TP4 (1)-2 & (1)-3 OPENINGPPPI-PRIME-RITE5TP5 PPPI-PRIME-RITE6TP6 PPPI-PRIME-RITE7TP7 PPPI-PRIME-RITE8TP8 (1)-2 & (1)-4 OPENING (1)-3 & (1)-4 OPENING (2)-4 OPENING MFR & MODEL REMARKS DRAIN SCHEDULE DESCRIPTIONTAG FD1 ZURN Z415FLOOR DRAIN CAST IRON BODY, INVERTIBLE MEMBRANE CLAMP, ADJUSTABLE COLLAR, TYPE 'B' ADJUSTABLE NICKEL BRONZE STRAINER, VANDAL PROOF TOP, SIZE AS INDICATED ON DRAWINGS. FS1 ZURN Z1900FLOOR SINK 12"x12"x6" DEEP, CAST IRON BODY, HALF GRATE, BOTTOM DOME STRAINER. SIZE AS INDICATED ON DRAWINGS RD1 ZURN Z100 ROOF DRAIN (PRIMARY) CAST IRON BODY, FLASHING COLLAR, UNDER-DECK CLAMP, ADJUSTABLE EXTENSION, ROOF SUMP RECEIVER, CORROSION RESISTANT FINISH. SIZE AS INDICATED ON DRAWINGS. RD2 ZURN Z100 ROOF DRAIN (SECONDARY) CAST IRON BODY, FLASHING COLLAR, UNDER-DECK CLAMP, ADJUSTABLE EXTENSION, ROOF SUMP RECEIVER, CORROSION RESISTANT FINISH, 2" INTERNAL DAM. SIZE AS INDICATED ON DRAWINGS. DN1 ZURN Z199 DOWNSPOUT NOZZLE NICKEL-BRONZE BODY, WALL FLANGE, REMOVEABLE STAINLESS STEEL STRAINER. SIZE AS INDICATED ON DRAWINGS. MFR & MODEL REMARKS PLUMBING EQUIPMENT SCHEDULE DESCRIPTIONTAG ELEC. REQ. CV1 CV2 WB1 GD1 EEW1 IN-SINKERATOR EVOLUTION EXCEL GARBAGE DISPOSER 120V/1PH 1 HP CENTRAL VACUUM (PET FUR) 230V/1PH 16.4A 229 CFM, 142" LIFT, 9.5 GAL. DIRT CAPACITY, MUFFLER. GUARDIAN G5022 EMERGENCY EYEWASH - DUAL PURPOSE EYEWASH/DRENCH HOSE, DECK-MOUNTED, TWO SPRAY HEADS WITH DUST COVERS, IN-LINE VACUUM BREAKER, ANSI Z358.1 COMPLIANT THERMOSTATIC MIXING VALVE. GUY GRAY MIB1ABWALL BOX -QUARTER TURN LEAD-FREE VALVE, FACE PLATE. IMPERIUM CV15400/C1240 EEW2 GUARDIAN G5026 EMERGENCY EYEWASH - DUAL PURPOSE EYEWASH/DRENCH HOSE, WALL-MOUNTED, TWO SPRAY HEADS WITH DUST COVERS, IN-LINE VACUUM BREAKER, ANSI Z358.1 COMPLIANT THERMOSTATIC MIXING VALVE. HS1 T&S BRASS B-1433HOSE SPRAYER - WALL MOUNTED MIXING FAUCET, CHROME PLATED BRASS BODY, INTEGRAL SPRING CHECKS, 30' RETRACTABLE HOSE, CONTINUOUS PRESSURE VACUUM BREAKER. HS2 T&S BRASS PG-8WSAN-10HOSE SPRAYER - 8" WALL MOUNTED MIXING FAUCET WITH INTEGRAL SPRING CHECKS, 10" SWINGING SPOUT WITH STREAM REGULATOR, 90 DEGREE SWIVEL ADAPTOR, 9' COILED HOSE WITH ANGLED SPRAY VALVE, HOSE HANGER HOOK. WB2 WALL BOX GUY GRAY T2000 -COLD & HOT HOSE THREAD OUTLETS, 2" DRAIN CONNECTION. DWH1 DWH2 DOMESTIC WATER HEATER AO SMITH BTH-199 120V/1PH DET1 EXPANSION TANK ST-12C -ASME RATED, 6.4 GAL TANK VOLUME, 3.2 ACCEPTANCE VOLUME. RCP1 RECIRCULATING PUMP BELL & GOSSETT XL 36-45 120V/1PH 1/6HP ¾" CONNECTIONS, 3 GPM AT 25 FT. HD., LEAD FREE, PROVIDE AQUASTAT VP1 VACUUM PUMP (DUPLEX) POWEREX IBVD0504V 208V/3PH (2) 5HP PROVIDED BY MEDICAL EQUIPMENT VENDOR, 74 CFM @ 19"HG, VERTICAL 120 GAL. ASME RATED RECIEVER, CONTROL PANEL WITH RUNTIME INDICATOR, MAGNETIC STARTER, HAND/OFF/AUTO SWITCH, LEAD/LAG ALTERNATION. WH1 EXTERIOR WALL HYDRANT JAY R. SMITH 5609-QT -NON-FREEZE, 3/4" HOSE CONNECTION, INTEGRAL VACUUM BREAKER, WHEEL HANDLE. 199 MBH INPUT, FULLY CONDENSING, MODULATING, 95% EFFICIENT, 235 HPH RECOVERY AT 100°F, 100 GAL. STORAGE, DIRECT VENT. WH2 EXTERIOR WALL HYDRANT JAY R. SMITH 5509-QT -NON-FREEZE, 3/4" HOSE CONNECTION, INTEGRAL VACUUM BREAKER, HINGED LOCKING COVER WITH T-HANDLE KEY. SP1 ELEVATOR SUMP PUMP ZOELLER 161 208V/1PH 1/2HP 50 GPM AT 35' TDH. AC1 AIR COMPRESSOR CRAFTSMAN CMEC6150 120V/1PH .8HP 6 GALLON TANK, 2.6 CFM @ 90 PSI. CLEANOUT HEAVY TRAFFIC CLEANOUT CONCRETE NO VEHICLE TRAFFIC CLEANOUT TILE CLEANOUT CARPET MFR & MODEL ACCESSORIES CLEANOUT SCHEDULE DESCRIPTIONITEM CO CLEANOUT TILE CLEANOUT TILE ADJUSTABLE CAST IRON BODY WITH THREADED ABS PLUG, HEAVY DUTY NICKEL-BRONZE VANDAL-RESISTANT SCORIATED COVER, VANDAL-RESISTANT S.S. CARPET MARKER, LINE SIZE, CAULK OUTLET ADJUSTABLE CAST IRON BODY WITH THREADED ABS PLUG, HEAVY DUTY NICKEL-BRONZE VANDAL-RESISTANT ROUND SCORIATED COVER, LINE SIZE, CAULK OUTLET. ADJUSTABLE CAST IRON BODY WITH THREADED ABS PLUG, HEAVY DUTY NICKEL-BRONZE VANDAL-RESISTANT SCORIATED COVER, LINE SIZE, CAULK OUTLET. ADJUSTABLE HEAVY DUTY CAST IRON BODY WITH THREADED ABS PLUG, VANDAL-RESISTANT NICKEL- BRONZE SCORIATED GRATE COVER, LINE SIZE, CUALK OUTLET. ADJUSTABLE CAST IRON BODY WITH THREADED ABS PLUG, ROUND, HEAVY DUTY VANDAL-RESISTANT NICKEL-BRONZE COVER. RECESSED FOR TILE, LINE SIZE, CAULK OUTLET. ADJUSTABLE CAST IRON BODY WITH THREADED ABS PLUG, ROUND, HEAVY DUTY VANDAL-RESISTANT NICKEL-BRONZE COVER. RECESSED FOR TERRAZZO, LINE SIZE, CAULK OUTLET. ZURN Z-1400- CM-HD-VP SERIES ZURN Z-1400- HD-VP ZURN Z-1400- HD-VP-X ZURN Z-1400- HD-VP-Z ZURN Z-1400- HD-VP ZURN Z-1400- HD-VP CO CO CO CO CO PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 2021-0012 20297 PLUMBING SCHEDULES 04 MARCH 2022 P5.01Eric Stephens Nathan Criss Nathan Criss MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION DET1 CONCRETE HOUSEKEEPING PAD PIPE FULL SIZE TO NEAREST FLOOR DRAIN (TYP.) DCW DWH1 125F DWH2 125F 5 P6.01 4 P6.01 2 ½" 2 ½" ¾" 2" 2" 2" 2" ASME T&P RELIEF VALVE (TYP.) THERMOMETER (TYP.) AUTO AIR VENT RCP1 1 ¼" DHW PRESSURE GAUGE THERMOMETER DRAIN VALVE PRESSURE GAUGE BALANCING VALVE SET GPM AS SHOWN ON PLANS CHECK VALVE NC RECIRCULATION PUMP CONTROLLED THROUGH THE BUILT IN TEMPERATURE SENSOR BALL VALVE (TYPICAL) UNION (TYPICAL) DHWR DHWR REFER TO DRAWINGS FOR SIZE FULL SIZE BYPASS REFER TO DRAWINGS FOR SIZE WALL BOX FLOOR LINE P-TRAP WITH C.O. & UNION CONNECTIONS 1½" VENT (WHERE NOTED ON PLANS) COORDINATE EXACT LOCATION AND MOUNTING HEIGHT WITH ARCHITECTURAL DRAWINGS AND OWNER PROVIDED EQUIPMENT 1/2" CW (WHERE NOTED ON PLANS) 2" WASTE (WHERE NOTED ON PLANS) 1/2" ¼ TURN BALL STOP VALVE, BACKFLOW PREVENTER AND 1/4" COMPRESSION FITTING 1/2" HW (WHERE NOTED ON PLANS) T.O. SLAB FOR EQUIPMENT (COORDINATE w/ APPROVED SHOP DRAWINGS) PLAN DIMENSION AS REQUIRED 6x6-W1.4xW1.4 W.W.F. 3/4" 45° CHAMFER FLOOR SLAB 5/8" DOWEL 12" ON CENTER EMBED 4" UNISTRUT CHANNEL INSULATION PIPE GALVANIZED CARBON STEEL SHIELD PROVIDE A SECTION OF HIGH COMPRESSION STRENGTH INSULATION AT EACH HANGER POINT. INSULATION MAY BE HALF ROUND OR FULL ROUND & EXTEND 2" BEYOND GALVANIZED SHIELD EACH WAY. INSULATIONPIPE HANGER ROD PIPE CLAMP PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 2021-0012 20297 PLUMBING DETAILS 04 MARCH 2022 P6.01Eric Stephens Tim Wilmoth Ann Guan MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONDETAIL N.T.S.1 WATER HEATERS DETAIL N.T.S.4 DHWR RECIRCULATING PUMP PIPING DETAIL N.T.S.2 WALL BOX DETAIL N.T.S.5 MAINTENANCE/HOUSEKEEPING PAD DETAIL N.T.S.3 TYPICAL PIPE HANGER USE SIDE ALARM MONITORING PANEL PIPING TO PRESSURE TRANSDUCER IN ALARM PANEL ( 18" ) ( 19" ) FROM NITROGEN MANIFOLD FROM BULK OXYGEN SYSTEM TO VACUUM PUMP A ALARM SWITCH UNION (TYP.) VIBRATION DAMPER (TYP.) VP1 2 FROM FACILITY PRESSURE GAUGE DRIP LEG & DRAIN VALVE VENT TO OUTSIDE. TERMINATE WITH GOOSENECK AND INSECT SCREEN FLEX CONNECTOR (TYP.) VACUUM PUMP 5 P6.01 SOURCE VALVE ISOLATION VALVE (TYP.) M NOTES: 1. TOTAL EQUIVALENT LENGTH OF 2 PSI GAS PIPE IS 400' TO THE FURTHERMOST EQUIPMENT. 2. 2 PSI GAS PIPE SIZING IS BASED ON IFGC 2015 TABLE 402.4(5). 3. TOTAL EQUIVALENT LENGTH OF 10" W.C. GAS PIPE IS 100' TO THE FURTHERMOST EQUIPMENT. 4. 10" W.C. GAS PIPE SIZING IS BASED ON IFGC 2015 TABLE 402.4(1). 5. ALL GAS PIPING IS SIZED BASED ON THE LONGEST EQUIVALENT LENGTH. NEW GAS METER & REGULATOR, 2 PSI GAS SERVICE 1 ½" 1870 MBH 1 ¼" 760 MBH DWH1 199MBH RTU8 486MBH RTU1 160MBH 3/4" 398 MBH REGULATOR, 10" W.C., (TYP.) RTU9 300MBH RTU6 64MBH RTU5 96MBH 1 ¼" 150 MBH 1 ¼" 836 MBH 1 ½" 1 ½" 310 MBH RTU2 96MBH RTU4 64MBH 1/2" 76 MBH 1" 1" 2"EXISTING DWH 76MBH RTU7 96MBH 1 ¼" 150 MBH 1" 1" DWH2 199MBH 1 ¼" 2" 398 MBH 1" 486 MBH 1 ¼" 884 MBH 1 ¼" 150 MBH 1 ¼" 1"1 ¼" 1" 76 MBH 1" 450 MBH 2" 450 MBH 1 ¼" RTU3 64MBH 3/4" 310 MBH 1 ½" 1720 MBH 3/4" 150 MBH CAP UNION GTO GAS FIRED EQUIPMENT, SIZE PER PLAN. REDUCE TO EQUIPMENT CONNECTION SIZE WITHIN 12" OF EQUIPMENT.SUPPLY VALVE RATED FOR NATURAL GAS DIRT LEG FULL SIZE OF SUPPLY LINE 6" MIN.SUPPLY FROM BRANCH, SIZE PER PLANCEILING HEIGHT - (6'-4").FINISHED FLOOR HOSE ASSEMBLY LAY-IN CEILING MEDICAL GAS OUTLET VERIFY CEILING HEIGHT6' -4"VACUUM OUTLETV OXYGEN OUTLETO NITROGEN OUTLETN PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 2021-0012 20297 PLUMBING DETAILS 04 MARCH 2022 P6.02Eric Stephens Nathan Criss Nathan Criss MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONDETAIL N.T.S.1 MEDICAL GAS ALARM PANEL DETAIL N.T.S.2 MEDICAL VACUUM PUMP DETAIL N.T.S.4 Natural Gas Riser DETAIL N.T.S.5 TYPICAL DIRT LEG AT ALL GAS PIPING SERVICE CONNECTIONS DETAIL N.T.S.3 CEILING MEDICAL GAS OUTLETS SECONDARY STORM DRAIN LINE SEE PLANS FOR SIZE BIRDSCREEN SEAL ON ALL SIDES WATER TIGHT DOWNSPOUT NOZZLE SEE PLANS FOR SIZE AND LOCATION. SEE ARCH. DWGS. FOR EXACT LOCATION AND ELEVATION EXTERIOR FACE OF BUILDING PIPE THRU GYP. BOARD WALL PIPE THRU C.M.U. WALL WOOD, CMU, METAL STUDS OR GYP. BOARD. UNFINISHED AREA FINISHED AREA CONTINUOUS INSULATION THRU SLEEVE. PROVIDE ALUMINUM JACKET 2" BEYOND CAULKING OR ESCUTCHEON FIRE RATED WALLS 1" METACAULK 950 (BOTH SIDES) TROWELLED SMOOTH NON FIRE-RATED WALLS 1" DOW CORNING 832 (BOTH SIDES) PLANT MAINTENANCE SILICONE(WHITE) TROWELLED SMOOTH ESCUTCHEON TO BE PROVIDED IN FINISHED AREA PROVIDE BACKER ROD AND SEALANT (TYP.) 20 GAUGE GALVANIZED STEEL PIPE SLEEVE 1/2" MIN-SPACE ALL AROUND CAST IRON OR COPPER PIPE PROVIDE BACKSTOP MATERIAL MINERAL WOOL (4.0 PCF MIN.) FINISHED AREA 20 GAUGE GALVANIZED STEEL PIPE SLEEVE PROVIDE BACKSTOP MATERIAL MINERAL WOOL (4.0 PCF MIN.) CAST IRON OR COPPER PIPE ESCUTCHEON TO BE PROVIDED IN FINISHED AREA 1/2" MIN-SPACE ALL AROUND FIRE RATED WALLS 1" METACAULK 950 (BOTH SIDES) TROWELLED SMOOTH NON FIRE-RATED WALLS 1" DOW CORNING 832 (BOTH SIDES) PLANT MAINTENANCE SILICONE(WHITE) TROWELLED SMOOTH UNFINISHED AREA CONTINUOUS INSULATION THRU SLEEVE. PROVIDE ALUMINUM JACKET 2" BEYOND CAULKING OR ESCUTCHEON FLASH / SEAL WATER TIGHT ROOFING ROOFING MATERIAL RIGID INSULATION METAL DECK PIPE SEAL (FIELD SUPPLIED) VENT PIPE SIZE AS SHOWN ON PLANS *12" MIN. OR AS REQUIRED 3" MIN.*EPDM ROOFING TAPERED INSULATION METAL DECK AND STRUCTURE SUMP INSULATION BY MECH. TRADES INSUL. INSTALLER EPDM ROOFING OUTLET TYPE (SEE DRAIN SCHED.)STORM PIPING (SEE PLANS FOR SIZE) FRAMING BY G.C. OPENING THROUGH ROOF BY ROOFING CONTRACTOR DECK CLAMP METAL DECK STRUCTURAL BEAM FLASH/SEAL WATER TIGHT ROOFING PIPE SEAL (FIELD SUPPLIED) ROOFING MATERIAL RIGID INSULATION PIPE SIZE AS SHOWN ON PLANS 18" SQ. x 24" DEEP SUMP PIT BY GENERAL TRADES CONTRACTOR. SEE PLAN FOR LOCATION. SUMP PUMP SEE PLUMBING EQUIPMENT SCHEDULE COMBINATION FULL OPEN BALL ISOLATION VALVE, FULL FLOW NON-SLAM CHECK VALVE & DISCONNECT UNION BY PLUMBING CONTRACTOR 2" SUMP PUMP DISCHARGE PIPING BY PLUMBING CONTRACTOR GRATE BY GENERAL CONTRACTOR POWER CORD 3-PRONG GROUNDED 115V OUTLET BY DIVISION 26 CONTRACTOR ROUTE 2" SUMP PUMP DISCHARGE PIPING BELOW FLOOR SLAB AND CONNECT TO FLOOR SINK ELEVATOR SHAFT PROVIDE PIPE SLEEVE, WATER STOP AND LINK SEAL AT PENETRATION THROUGH ELEVATOR PIT WALL FINISHED FIRST SP1 FLOOR ELEVATOR PIT ELEVATOR PIT BOTTOM OF PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 2021-0012 20297 PLUMBING DETAILS 04 MARCH 2022 P6.03Eric Stephens Nathan Criss Nathan Criss MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONDETAIL N.T.S.1 SECONDARY ROOF DRAIN DOWNSPOUT NOZZLE DETAIL N.T.S.3 TYPICAL INTERIOR WALL PENETRATIONS DETAIL N.T.S.2 VENT PENETRATION THRU ROOF DETAIL N.T.S.4 ROOF DRAIN DETAIL N.T.S.5 PIPE PENETRATION THROUGH ROOF DETAIL N.T.S.6 ELEVATOR SUMP PUMP N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. TD 1 2 1 2 3 P7.01 1 P7.01 4 P7.01 3 P7.01 4 P7.01 4 P7.01 P7.02 5 P7.01 5 P7.01 2 P7.01 3 P7.01 2 P7.01 2 P7.01 4 P7.01 2 P7.01 5 P7.01 1 P7.01 2 P7.01 1 2 1 1 2 FD (TYP.8) CO WT SK SK SK SK SK FD CO CO WC WC LAV LAV 3"VTR 3"VTR CO CO CO LAV SK WC SK SK CO WC LAV SK SK SK CO WC LAV CO WC LAV SK SK SK WT CO MS WC LAV 1½" 4" 4" 2" 2" 1½" 4" 4" 4" 2" 2" 2" 2"4" 4" 4"2" 2" 4" 2" 3" 4" 2" 4"3"2" 2" 2" 4" 4" 4" 2" 4" 2" 4" 4" CO 2" 2" 2"4" 2" 4" 4" 4" 4" 4" 2" 3" 4" 2" 1½" 1½" 2" 2" 1½" 1½" 2" 2" 2" 2" 2" 2" 1½" 1½" 3"VTR 2" 2"2" 3" 3" 3" 2" 2" 2" 2"1½" 3" 3" 2" 2" 2" 2" (TYP.8) 1½" 1½" 1½" 3" 2" SK 1½" 5 STACK 2 STACK 4 STACK 1 STACK 3 STACK PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 2021-0012 20297 PLUMBING STACKS 04 MARCH 2022 P7.01Eric Stephens Nathan Criss Nathan Criss MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. 2 5 P7.01 2 P7.024 P7.02 6 P7.02 4 P7.02 4 P7.02 3 P7.02 1 P7.02 1 P7.02 5 P7.02 5 P7.02 2 P7.02 7 P7.02 1 1 1 1 1 FD (TYP.6) SK SK SK WC LAV WC LAV SK SKWC LAV MS FD WT WT SK SK SK CO FD FD FD SK LAV SK WT MSWT CO SK 3"VTR SK SK SK WT 3"VTR CO 2" (TYP.6) 4" 4" 2" 4" 2" 2" 2" 3" 3"3" 1½" 1½" 1½" 2" 3" 1 ½" 1 ½" 1½" 1½" 2" 1½" 1½" 1½" 1½"1½" 1½" 2" 2" 3" 1½" 2" 2" 2" 2" 2" 2" 2" 3" 4" 4" 1½" 4" 2" 4" 4" 3" 3" 2" 2" 2" 3" 4" 2" 2" 2"1½" 2" 2" 2" 2"2" 3" 2" 2" 2" 2" 2" 2" 2" 2" 4" 2" 2" 1½" 2" 2" 2" 2" 2" 2" 1½" 1½" 2" 1½" WB 2"2" 2" 2" 1½" 7 STACK 1 STACK 5 STACK 2 STACK 4 STACK 3 STACK 6 STACK PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 2021-0012 20297 PLUMBING STACKS 04 MARCH 2022 P7.02Eric Stephens Nathan Criss Nathan Criss MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION GENERAL NOTES –HVAC (APPLY TO ALL HVAC DRAWINGS) 1. THE SYSTEM DESIGN IS BASED ON THE LATEST EDITION OF THE INDIANA MECHANICAL CODE INCLUDING ALL AMENDMENTS THROUGH THE DATE OF DRAWING ISSUE. 2. COORDINATE EXACT LOCATION OF DIFFUSERS, GRILLES AND REGISTERS WITH ARCHITECTURAL REFLECTED CEILING PLANS. 3. UNLESS NOTED OTHERWISE, PROVIDE DUCT TO DIFFUSERS THE SAME SIZE AS DIFFUSER NECK. PROVIDE FLEXIBLE DUCT CONNECTION TO THE DIFFUSER AND IT SHALL BE NO MORE THAN 5 FEET IN LENGTH. 4. UNLESS NOTED OTHERWISE, PROVIDE DUCT TO TERMINAL BOXES THE SAME SIZE AS THE TERMINAL BOX INLET. PROVIDE TRANSITION FROM TERMINAL BOX OUTLET TO DISTRIBUTING DUCTWORK, AS REQUIRED. 5. VOLUME DAMPERS: A. PROVIDE VOLUME DAMPERS AT ALL HIGH VELOCITY DUCT CONNECTIONS TO SHAFTS. B. PROVIDE VOLUME DAMPERS AT ALL LOW VELOCITY DUCT CONNECTIONS. THIS INCLUDES, BUT IS NOT LIMITED TO, DUCT CONNECTIONS AT SHAFTS, TAKEOFFS TO SUBMAINS (SERVING TWO OR MORE BRANCH MAINS), TAKEOFFS TO BRANCH MAINS (SERVING TWO OR MORE OUTLETS) AND BRANCHES TO SINGLE TERMINALS OR OUTLETS. C. PROVIDE ADDITIONAL DAMPERS AS NOTED ON THE DRAWINGS. D. THE FACT THAT SOME, BUT NOT NECESSARILY ALL, VOLUME DAMPERS ARE SHOWN ON THE CONTRACT DRAWINGS DOES NOT RELIEVE THE CONTRACTOR FROM THESE REQUIREMENTS. LOCATE VOLUME DAMPERS IN ACCESSIBLE LOCATIONS. 6. PROVIDE A TEMPERATURE SENSOR FOR EACH TERMINAL BOX. PREFERRED LOCATIONS ARE INDICATED ON THE PLANS. 7. IN RETURN AIR PLENUMS, PROVIDE AIR TRANSFER OPENINGS IN FULL HEIGHT WALLS TO PROVIDE A RETURN AIR PATH FROM EACH ROOM BACK TO THE AIR HANDLING EQUIPMENT. OPENINGS SHALL BE A MINIMUM OF 1.0 SQUARE FOOT WHERE ROOM SUPPLY CFM IS LESS THAN 400 CFM AND AN ADDITIONAL 1.0 SQUARE FOOT FOR EACH 400 CFM OR PORTION THEREOF. 8. PROVIDE RETURN GRILLE WITH SOUNDS ELBOW IN THE FOLLOWING SPACE TYPES ASSOCIATED WITH THE PLENUM RETURN SYSTEM: TRAUMA ROOMS, CLINICAL ROOMS, OFFICES, PROCEDURE ROOMS, AND CONFERENCE ROOMS. REFERENCE DETAIL 7/H6.02. 9. THE EXISTING AND DEMOLITION DRAWINGS HAVE BEEN GENERATED BASED ON RECORD DRAWINGS AND LIMITED FIELD INVESTIGATIONS. ALL EXISTING WORK MUST BE FIELD VERIFIED PRIOR TO BEGINNING CONSTRUCTION. FIELD VERIFY EXACT SIZES AND LOCATIONS OF ALL EXISTING EQUIPMENT, DUCTWORK AND PIPING BEFORE GENERATING COORDINATION DRAWINGS. 10. PRIOR TO ANY DEMOLITION, VERIFY WHICH EQUIPMENT IS TO BE REMOVED AND TURNED OVER TO THE OWNER. ALL OTHER ITEMS ARE TO BE REMOVED FROM THE SITE BY THE CONTRACTOR. PROTECT EXISTING EQUIPMENT THAT IS TO REMAIN IN SERVICE. ALL EXISTING DUCTWORK AND PIPING INSULATION THAT IS DAMAGED DURING THE DEMOLITION OR NEW WORK PROCESS SHALL BE REPLACED. 11. COORDINATE THE EXACT AREA OF CEILING REMOVAL NECESSARY FOR ALL WORK. THE CEILING REMOVAL SHALL BE BY THE GENERAL TRADES CONTRACTOR AT THE HVAC CONTRACTOR’S EXPENSE. 12. NOTE THAT VARIOUS EXISTING SYSTEMS SERVE AREAS OUTSIDE OF THE RENOVATION AND MUST REMAIN IN OPERATION THROUGHOUT THE PROJECT. COORDINATE REQUIRED SHUTDOWNS WITH OWNER’S REPRESENTATIVE. CAP AND SEAL ALL REMAINING DUCTWORK IMMEDIATELY AFTER DEMOLITION OF PORTIONS OF SYSTEM. 13. COORDINATE ALL CONSTRUCTION ACTIVITIES AND REQUIRED PHASING THAT MAY AFFECT NORMAL BUILDING OPERATIONS WITH THE OWNER’S REPRESENTATIVE. IT WILL BE NECESSARY FOR SOME WORK INDICATED ON THIS PLAN TO BE PERFORMED OUT OF PHASE AND/OR DURING NIGHTS OR WEEKENDS. 14. CLOSE ALL OPENINGS IN WALLS, CEILINGS, AND FLOOR, WHETHER EXPOSED OR CONCEALED, THAT ARE THE RESULT OF REMOVING DUCTWORK, PIPING, OR OTHER MECHANICAL ELEMENTS. MATCH ADJACENT SURFACE CONDITIONS. 15. ALL NEW WORK SHALL BE SUPPORTED BY NEW HANGERS AND SUPPORTS, FULLY INDEPENDENT OF EXISTING HANGERS. THE USE OF EXISTING HANGERS FOR NEW WORK IS PROHIBITED. S NOTE: ALL SYMBOLS NOT NECESSARILY USED HVAC SYMBOLS LIST HEAT PUMP WATER SUPPLY HEAT PUMP WATER RETURN UNDERFLOOR PIPING OR DUCTWORK EXISTING TO REMAIN EXISTING TO BE REMOVED EXISTING TO BE ABANDONED SPECIALTIES HEATING WATER SUPPLY GENERAL MISCELLANEOUS HEATING WATER RETURN CHILLED WATER SUPPLY CHILLED WATER RETURN CONDENSER WATER SUPPLY CONDENSER WATER RETURN LOW PRESSURE STEAM LOW PRESSURE CONDENSATE HIGH PRESSURE STEAM HIGH PRESSURE CONDENSATE CONDENSATE PUMP DISCHARGE REFRIGERANT LIQUID REFRIGERANT SUCTION REFRIGERANT HOT GAS COOLING COIL CONDENSATE VENT HWS HWR CWS CWR CS CR LPS( #) LPR( #) HPS(# ) HPR(# ) CPD L S HG C V HPWS HPWR ( ) SOLENOID VALVE PRESSURE RELIEF VALVE PRESSURE REDUCING VALVE PLUG VALVE GLOBE VALVE ISOLATION VALVE - SEE PROJECT EXPANSION VALVE CHECK VALVE BUTTERFLY VALVE BALL VALVE BALANCE/SHUT-OFF VALVE 3-WAY CONTROL VALVE 2-WAY CONTROL VALVE VALVES SIGHT GLASS FIRE RATED PIPE SLEEVE PIPE ALIGNMENT GUIDE PRESSURE/TEMPERATURE TEST PLUG RISE DROP CAP PIPE ANCHOR METER HEAT TRACED PIPE GAUGE WITH BALL VALVE FLOW SWITCH FLOW ARROW FLEXIBLE CONNECTION FILL FUNNEL ECCENTRIC REDUCER ECCENTRIC INCREASER CONCENTRIC REDUCER CONCENTRIC INCREASER AUTOMATIC AIR VENT WITH VACUUM BREAKER UNION OR FLANGE STEAM TRAP THRUST BLOCK THERMOMETER STRAINER VALVE IN RISER/DROP DUCT ACCESS DOOR A.D. A.D. SMOKE DAMPER MOTOR OPERATED DAMPER COMB. FIRE/SMOKE DAMPER DUCT VOLUME DAMPER DUCT CHANGE IN ELEVATION UP (OR DOWN) FLEX DUCT HUMIDISTAT OR HUMIDITY SENSOR DIFFUSER RETURN AIR DEVICE TERMINAL BOXES, WITH/WITHOUT REHEAT TURNING VANES DUCT SECTIONS POSITIVE PRESSURE (SUPPLY/OUTSIDE) NEGATIVE PRESSURE (RETURN/RELIEF) SPIN-IN FITTING CONNECT TO EXISTING (MOUNT 48" A.F.F. U.N.O.) THERMOSTAT OR SPACE TEMPERATURE SENSOR (MOUNT 48" A.F.F. U.N.O.) SMOKE DETECTOR BY DIV. 26 DOOR AT EACH OF THESE LOCATIONS DIV 23 TO PROVIDE DUCT ACCESS CD SD FD FIRE DAMPER SPECIFICATIONS FOR REQUIREMENTS GATE VALVE MANUAL AIR VENT BALL VALVE M NEGATIVE PRESSURE (EXHAUST) RISE DROP RISE DROP RISE DROP PIPING CARBON DIOXIDE SENSOR F M T V S T H M C PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 2021-0012 20297 HVAC INDEX SHEET 04 MARCH 2022 H0.01Eric Stephens Caleb Ledford Ann Guan MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONHVAC SHEET INDEX SHEET NUMBER SHEET NAME H0.01 HVAC INDEX SHEET H1.01 FIRST FLOOR HVAC DEMOLITION H1.02 SECOND FLOOR HVAC DEMOLITION H1.03 ROOF HVAC DEMOLITION H2.01A FIRST FLOOR HVAC NEW WORK - AREA A H2.01B FIRST FLOOR HVAC NEW WORK - AREA B H2.01C FIRST FLOOR HVAC NEW WORK - AREA C H2.01D FIRST FLOOR HVAC NEW WORK A- AREA D H2.02 SECOND FLOOR HVAC ROOF PLAN H2.02A SECOND FLOOR HVAC NEW WORK - AREA A H2.02B SECOND FLOOR HVAC NEW WORK - AREA B H2.02C SECOND FLOOR HVAC NEW WORK - AREA C H2.02D SECOND FLOOR HVAC NEW WORK - AREA D H2.02E SECOND FLOOR HVAC NEW WORK - AREA E H2.03 ROOF HVAC NEW WORK H5.01 HVAC SCHEDULES H5.02 HVAC SCHEDULES H6.01 HVAC DETAILS H6.02 HVAC DETAILS x1 x1x5x6x6.5 x7 x7x8 x9 x10 x12 x11 x11 x4 x3 x5.5 xA xB xC xD xE xF x2 16"Ø16"Ø 16"Ø 20/1216/10 16/10 20/1216/10 16/10 16"Ø10"Ø 22/10 16/10 22/1010/108/816"Ø22/14 18/17 16/12 16/12 20/12 18/10 20/12 20/1220/1420/1416/14 14/1214"ØT T 18"Ø T T T T T T 3 6 6 5 3 6 1 6 3 6 3 5 3 4 5 2 5 3 2 1 DD R RRR R R R R R D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D DD D DD D D D D D D R R R R R R R R R R R R R R R R R 14"Ø12"Ø 18"Ø 20/12 20/12 20/12 18/16 16/1214"Ø12"Ø 7 7 7 7 7 7 7 7 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A BCD 20297 FIRST FLOOR HVAC DEMOLITION 04 MARCH 2022 H1.01Eric Stephens Caleb Ledford Ann Guan MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONN 0'4'8'2'1' SCALE: 1/8" = 1'-0"1 FLOOR PLAN FIRST FLOOR DEMOLITION - OVERALL CODED NOTES: 1. REMOVE EXISTING SPLIT SYSTEM OUTDOOR CONDENSING UNIT MOUNTED ON WALL. 2. REMOVE EXISTING CEILING EXHAUST FAN. 3. REMOVE EXISTING SPLIT SYSTEM INDOOR CEILING MOUNTED AC UNIT. 4. REMOVE EXISTING MINI SPLIT SYSTEM INDOOR WALL HUNG AC UNIT. 5. UP TO EXISTING RTU ON ROOF. 6. UP TO EXISTING EXHAUST FAN ON ROOF. 7.REMOVE EXISTING THERMOSTATS. x5x6.5x7x8 x10 x10 xA xB xC xD xE xF x2 x2 T 1 1 2 2 2 1 1 5 3 3 3 3 4 2 6 T 6 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A B CDE 20297 SECOND FLOOR HVAC DEMOLITION 04 MARCH 2022 H1.02Eric Stephens Caleb Ledford Ann Guan MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONN 0'4'8'2'1' SCALE: 1/8" = 1'-0"1 FLOOR PLAN SECOND FLOOR DEMOLITION - OVERALL CODED NOTES: 1. REMOVE EXISTING RTU. 2. REMOVE EXISTING EXHAUST FAN ON ROOF. 3. UPTO EXISTING RTU ON ROOF. 4. UP TO EXISTING EXHAUST FAN ON ROOF. 5. EXISTING SPLIT SYSTEM CONDENSING UNIT ON ROOF. 6.REMOVE EXISTING THERMOSTATS. 1 1 x12 x10 x8 x7 x6.5 x6 x5 x2x1 5.5 xA xB xC xD xE xF x11 x9 x4 x3 2 3 4 5 6 7 8 F 2.2 E D Y Z 20 22 23 25 27 28212426 2 2 3 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A B CDE 20297 ROOF HVAC DEMOLITION 04 MARCH 2022 H1.03Eric Stephens Caleb Ledford Ann Guan MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONN 0'4'8'2'1' SCALE: 1/8" = 1'-0"1 ROOF PLAN ROOF DEMOLITION - AREA A/B CODED NOTES: 1. REMOVE EXISTING RTU. 2. REMOVE EXISTING EXHAUST FAN ON ROOF. 3. EXISTING RTU REPLACEMENT SCOPE TO BE PRICED AS ALTERNATE. x1x5x6x6.5x7x8x10x11 x5.5 21 21 22 22 24 24 26 26 27 27 28 2820 20 23 23 25 25 xA xB xC xD x2 VESTIBULE 100 RR 105T STAIR 104 WAITING ROOM 101 CAT-FRIENDLY WAITING 103 RECEPTION 102 R3-16/6 450 R3-16/6 450 R2-16/6 450 R2-16/6 450 D1-8"Ø 225 D1-8"Ø 225 D1-8"Ø 225 14/10D1-6"Ø 100 D1-6"Ø 100 D1-6"Ø 100 D1-8"Ø 225 D1-8"Ø 22512/12R1-22/10 100 10/8D1-8"Ø 125 8/12 14/10 8/12 10/8 8/12 8/12 4"Ø 1 EF2 10/810/106/1012/12 R1-22/10 675 R1-22/10 200 T T RTU6 RTU5 2 2 22 3 3 3 3 EWH1 10/8 14/1010/8 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A BCD 20297 FIRST FLOOR HVAC NEW WORK - AREA A 04 MARCH 2022 H2.01AEric Stephens Caleb Ledford Ann Guan MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONN 0'2'4'1' SCALE: 1/4" = 1'-0"1 FLOOR PLAN FIRST FLOOR NEW WORK - AREA A CODED NOTES: 1. TERMINATE EXHAUST IN SIDEWALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2. CONNECT TO EXISTING DUCT IN CHASE. 3. MOUNT GRILLE IN SIDEWALL. COORDINATE EXACT LOCATION WITH ARCHITECT. x1 D A C B x4 x3 x5.526 26 27 27 28 28 25 25 xD xE xF x2 Y Y Z Z EF1 RR 106T TRIAGE 107A EXAM 1 121 XRAY 113 TRAUMA 108 BARKING ROOM 115A EX MEP 120 CAT WARD 110 CLINCAL TEAM 107B ICU 112 RR 114T JAN. 107D RR 119T ONCOLOGY SHELL SPACE 117 WARD 115 LAUNDRY 116 MEP 135 PROCEDURE ROOM 107C CORRIDOR X120 PHARMACY 109 ER/TRIAGE 107 CARDIOLOGY 118 ISOLATION 111 ANTE 111A ISOLATION 111B JC 111C ECHO 118C MECH 116A WORK RM 118A PRIVATE WK RM 118B 1 R1-22/10 675 D1-8"Ø 200 D1-10"Ø 230 D1-10"Ø 230 D1-10"Ø 230 D1-10"Ø 230 D1-10"Ø 230 R1-22/10 300 8/1214/128-1-1 TB24-1350/1350(9.0KW) 14/1416/14 R1-22/10 67514/1014/1016/1614/12 10/8 D1-8"Ø 200 R2-16/10 8-1-2 TB23-800/350(4.5KW) 1 UH1 D1-6"Ø 100 D1-8"Ø 125 R1-22/10 D1-8"Ø 150 D1-10"Ø 300 D1-6"Ø 75 R1-22/10 R1-22/10 6 7 7 1010/1014/1012/12 8-1-3 TB23-750/240(3.0KW) R1-22/22 725 R1-22/22 725 R1-22/10 450 R1-22/10 125 R1-22/10 250 D1-10"Ø 315 D1-10"Ø 315 D1-10"Ø 315 D1-10"Ø 350 D1-6"Ø 75 D1-8"Ø 150D1-8"Ø 125 D1-8"Ø 125 D1-8"Ø 125 D1-8"Ø 225 D1-6"Ø 100 D1-6"Ø 100 D1-6"Ø 100D1-6"Ø 100 R1-22/10 125 R1-22/10 125 R1-22/10 125 R1-22/10 100 R1-22/10 225 D1-6"Ø 100D1-6"Ø 100 D1-6"Ø 100 T T T T RTU1 DHC1 DHC2 DHC3 14/10 D1-8"Ø 1503 R1-22/22 700 16/10 R1-22/10 150 18/1216/12 22/148/68/68/818/10 22/1010/108/8 10/10 14/10 14/1418/142 R2-8/8 50 R2-8/8 50 8/8 22/1214/10 R1-22/22 700 5 6"Ø 6"Ø 6"Ø EF2 EF2 4 8/8 8/8 D1-6"Ø 75 R1-22/10 75 8/8 T TT T RTU2 R1-22/10 14/10 14/1014/1014/10 14/10 12/1216/1024/128/81/2" 8 9 1 H6.01 10/10R1-22/10 R3-16/10 600 16/8 8/88/8 8/8 8/6 8/12 8/12 16/12 UP14/10 UP 16/10 8/8 8/8 8/8 10/8 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A BCD 20297 FIRST FLOOR HVAC NEW WORK - AREA B 04 MARCH 2022 H2.01BEric Stephens Caleb Ledford Ann Guan MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONN 0'2'4'1' SCALE: 1/4" = 1'-0"1 FLOOR PLAN FIRST FLOOR NEW WORK - AREA B CODED NOTES: 1. UP TO LEVEL 02 ABOVE. 2. UP TO RTU1 ON ROOF ABOVE. 3. UP TO RTU2 ON ROOF ABOVE. 4. UP TO RTU4 ON ROOF ABOVE. 5. 6" Ø EXHAUST DUCT UP TO ROOF ABOVE. TERMINATE WITH CURB AND ROOF CAP. 6. 10" Ø EXHAUST DUCT FOR FUTURE PHARMACY FUME HOOD. UP TO CHASE ABOVE. CAP FOR FUTURE USE. 7. 4" Ø DRYER EXHAUST. COORDINATE WITH FINAL EQUIPMENT LOCATION. TERMINATE IN SIDEWALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. 8. CONNECT HVAC MAKE-UP WATER TO BACKFLOW PREVENTOR. COORDINATE WITH PLUMBING CONTRACTOR. 9. 4" Ø EXHAUST VENT DOWN TO DRYER. TERMINATE IN SIDEWALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. COORDINATE WITH FINAL EQUIPMENT LOCATION. 10. MAKE-UP AIR FOR COMMERCIAL DRYER EXHAUST. x7 x9 x10 x12 D F A C B x11 E 21 21 22 22 24 24 26 2620 20 23 23 25 25 xD xE xF Y Y Z Z 20/12 12/10 10/10 10/1010/88/12 8/12 14/10 12/24 10/1010/10EF3 EXAM 2 122 EXAM 6 126 EXAM 9 129 EXAM 14 134 EXAM 10 130 EXAM 13 133 EXAM 12 132 EXAM 11 131 RAD. TECH WORK AREA 152 EXAM 15 136 EXAM 3 123 EXAM 5 125 EXAM 8 128 EXAM 7 127 EXAM 4 124 RR 106T EXAM 1 121 SHELLED CT 152A EX MEP 120 GRIEF 138 GRIEF 137 NEURO SHELL SPACE 144 ENDOSCOPY 143A SURGERY RECEIVING 141 STAIR 139 RR 119T MEP 135 ELEVATOR 0000 CORRIDOR X110 CORRIDOR X130 CORRIDOR X140 CORRIDOR X120 DOCTORS OFFICE 142 RR 140T INTERNAL MEDICINE 143 CORRIDOR X150 I.M. PRIVATE WORK 143B ECHO 118C RR 139T SURG RECEIVING WK RM 141A D1-6"Ø 75 D1-6"Ø 75 R1-22/10 75 R1-22/10 75 R1-22/10 100 R1-22/10 100 R1-22/10 100 8/88/8 8/8 8/8 D1-6"Ø 100 D1-6"Ø 100 D1-6"Ø 100 D1-8"Ø 150 D1-8"Ø 150 18/12 18/12 R1-22/10 300 D1-6"Ø 75 R1-22/10 75 D1-6"Ø 75 R1-22/10 75 D1-6"Ø 100 D1-6"Ø 75 D1-6"Ø 75 D1-6"Ø 75 D1-6"Ø 75 D1-6"Ø 75D1-6"Ø 75 R1-22/10 75 D1-6"Ø 75 R1-22/10 75 R1-22/10 75 R1-22/10 75 R1-22/10 100 R1-22/10 75 R1-22/10 75 R1-22/10 75 R1-22/10 75 R1-22/10 75 D1-6"Ø 75 8/8 8/8 8/8 8/8 8/8 8/8 8/8 8/8 8/8 8/8 8/82 3 D1-6"Ø 75 R1-22/10 275 R1-22/22 800 D1-8"Ø 200 D1-8"Ø 200 D1-6"Ø 100 D1-10"Ø 275 D1-10"Ø 300 D1-10"Ø 300 D1-6"Ø 75 R1-22/10 R1-22/10 R1-22/10 8-1-6 TB22-675/675(5.5KW) 8-1-5 TB22-475/475(3.0KW) 12/12 14/12 14/14D1-6"Ø 75 12/10 8-1-4 TB22-475/260(3.0KW) D1-6"Ø 100 10/12 8/810/12 1 4 EF2 18/12T12/1014/8 TT T RTU3 T RTU7 20/1210/8 8/12 8/810/10T RTU4 42/14 18/12 16/84 EF2 1 H6.01 EF2 6"Ø 4"Ø 42/20 42/20 R2-14/12 600 R3-14/12 600 14/1214/125 5 D1-6"Ø 75 R1-22/10 75 14/1014/108/8 4"Ø14/810/8 12/8 6T7 RTU3 T 7 RTU3 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A BCD 20297 FIRST FLOOR HVAC NEW WORK - AREA C 04 MARCH 2022 H2.01CEric Stephens Caleb Ledford Ann Guan MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONN 0'2'4'1' SCALE: 1/4" = 1'-0"1 FLOOR PLAN FIRST FLOOR NEW WORK - AREA C CODED NOTES: 1. UP TO LEVEL 02 ABOVE. 2. UP TO RTU3 ON ROOF ABOVE. 3. UP TO RTU7 ON ROOF ABOVE. 4. TERMINATE EXHAUST IN SIDEWALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. TRANSFER DUCT FOR PLENUM RETURN. 6. DIGITAL PROGRAMMABLE THERMOSTAT AND SPACE TEMPERATURE SENSOR FOR AVERAGING CONTROL OF RTU3. 7. SPACE TEMPERATURE SENSOR FOR AVERAGING CONTROL OF RTU3. 2.2 D F A C B E xD xE xF EX MRI CASSETTE 151 ELECT. 150 RECEIVING / MORGUE 149 SHELL REHAB 146 NEURO SHELL SPACE 144 ULTRASOUND 145 READING RM 148 RR 147T 2 EF2 D1-8"Ø 225 D1-6"Ø 100 D1-8"Ø 125 D1-8"Ø 1508/108/10R1-22/10 R1-22/10 1 3 4 R3-16/10 700 1 R2-16/10 R1-22/10 200 R2-16/10 AC1 8-1-7 TB22-500/350(4.0KW) 12/8 18/1214/1210/10TT 8-1-8 TB24-950/520(6.5KW) 8-1-9 TB22-450/220(1.5KW) T 14/10 14/1016/8 1/4"C 5 6 8/88/8 16/10 R3-22/10 100 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A BCD 20297 FIRST FLOOR HVAC NEW WORK A- AREA D 04 MARCH 2022 H2.01DEric Stephens Caleb Ledford Ann Guan MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONN 0'2'4'1' SCALE: 1/4" = 1'-0"1 FLOOR PLAN FIRST FLOOR NEW WORK - AREA D CODED NOTES: 1. UP TO LEVEL 02 ABOVE. 2. TERMINATE EXHAUST IN SIDEWALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. 3. EXISTING CT CASSETTE WITH INTEGRAL HVAC. 4. REFRIGERANT LINESET UP TO OUTDOOR AIR COOLED CONDENSING UNIT ON ROOF. SINGLE LINE REPRESENTS BOTH PIPES IN LINESET. SIZE PIPING PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. ROUTE CONDENSATE TO THROUGH EXTERIOR WALL AT 18" ABOVE GRADE AND TURN DOWN. 6. UP TO EF4 ON ROOF ABOVE. x1x7 x9 x10 x12 87654321 2.2 F x11 x4 x3 x5.5 E 21 22 24 26 27 2820 23 23 25 xD xE x2 Y Y Z Z RTU7 RTU3 RTU4 RTU2 RTU1 ACCU1 EF4 5 H6.02 2 H6.02 1 2 2 2 2 2 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 2021-0012 20297 SECOND FLOOR HVAC ROOF PLAN 04 MARCH 2022 H2.02Eric Stephens Caleb Ledford Ann Guan MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONN 0'4'8'2'1' SCALE: 1/8" = 1'-0"1 ROOF PLAN SECOND FLOOR ROOF AREAS CODED NOTES: 1. EXHAUST DUCT UP FROM BELOW. TERMINATE ABOVE ROOF. 2. PROVIDE ROOF CURB ADAPTER FOR NEW ROOFTOP UNIT. CONTRACTOR TO FIELD VERIFY EXACT DIMENSIONS AND COORDINATE WITH EXISTING ROOF OPENINGS. x1x5x6x6.5x7x8x10x11 x5.5 21 22 24 26 27 2820 23 23 25 xA xB xC xD x2 OR 1 201 FLUOROSCOPY OR 206 OR 4 204 OR 3 203 CORRIDOR X210 STAIR --- OPEN TO BELOW 0 OR 2 202 1 214/614/6 14/612/1014/612/10 16/1212/612/1012/10 12/6 12/6 12/10 14/1014/1014/1014/1014/618/1212/10D2-10"Ø 225 (TYP. 3) R2-8/16 240 R2-8/16 240 R2-8/16 410 R2-8/14 240 (TYP. 2) (TYP. 2) (TYP. 2) R2-8/14 240 D2-10"Ø 225 (TYP. 3) D2-10"Ø 225 (TYP. 3) 3 3 3 3 3 9-2-05 TB23-675/300(4.5KW) 9-2-07 TB23-675/300(4.5KW) 9-2-09 TB23-675/300(4.5KW) 9-2-10 TRE2-475/200 9-2-06 TRE2-475/200 9-2-08 TRE2-475/20014/1014/104 4 R1-22/10 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A B CDE 20297 SECOND FLOOR HVAC NEW WORK - AREA A 04 MARCH 2022 H2.02AEric Stephens Caleb Ledford Ann Guan MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONN 0'2'4'1' SCALE: 1/4" = 1'-0"1 FLOOR PLAN SECOND FLOOR NEW WORK - AREA A CODED NOTES 1.UP TO RTU5 ON ROOF ABOVE. 2.UP TO RTU6 ON ROOF ABOVE. 3.LOCATE RETURN GRILLE IN SIDEWALL OF CHASE. BOTTOM OF GRILLE AT 1'-0" A.F.F. 4.CONNECT TO EXISTING DUCT IN CHASE TO BELOW. x1x7 x9 x10 54 x11 x4 x3 x5.521 22 24 26 27 2820 23 23 25 xD xE x2 Y Y Z Z FLUOROSCOPY OR 206 OR 5 205 OR 4 204 DIRTY STERILE PROCESSING 207A CORRIDOR X210 XRAY 208 SURGERY SUITE 210 CORRIDOR X220 CLEAN STERILE PROCESSING 207B DOCTORS 210B TEAM WORK ROOM 210A CORRIDOR X240 12/10 12/6 12/10 9-2-01 TB23-675/300(4.5KW) 9-2-03 TB23-675/300(4.5KW) H15 H6.01 4 2"LPS H1 6 7 3/4"C 1 2 D1-10"Ø 250 D1-8"Ø 200 D1-10"Ø 300 8-2-9 TB23-750/750(5.0KW)12/12R1-22/22 R1-22/10 250 8/8 D1-8"Ø 175 D1-8"Ø 175 D1-8"Ø 175D1-8"Ø 175 D1-8"Ø 225 D1-8"Ø 22514/128-2-10 TB23-925/500(6.5KW) 8-2-11 TB21-225/145(2.0KW) R1-22/10 D1-8"Ø 150 D1-8"Ø 125 D1-8"Ø 125 8/8 8-2-8 TB21-250/250(3.0KW) 8-2-7 TB21-250/250(2.5KW) R1-22/10 R1-22/10 R1-22/10 T T T T T 12/108/1030/18 30/14 1 30/1426/12 16/1212/1012/612/612/1012/1012/612/1014/10 14/6 14/6 12/1016/12D2-10"Ø 225 (TYP. 3) D2-10"Ø 225 (TYP. 3) D2-10"Ø 240 (TYP. 4) R2-8/14 240 (TYP. 2) R2-8/14 240 (TYP. 2) R2-8/16 410 3 3 3 9-2-02 TRE2-475/200 9-2-04 TRE2-475/200 9-2-11 TB23-960/300(6.0KW) 9-2-12 TRE3-760/200 5 5 H6.01 36/14 1/2" 10/108 D1-6"Ø 100 18/1230/14 14/6PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A B CDE 20297 SECOND FLOOR HVAC NEW WORK - AREA B 04 MARCH 2022 H2.02BEric Stephens Caleb Ledford Ann Guan MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONN 0'2'4'1' SCALE: 1/4" = 1'-0"1 FLOOR PLAN SECOND FLOOR NEW WORK - AREA B CODED NOTES: 1. UP TO RTU9 ON ROOF ABOVE. 2. UP TO EF6 ON ROOF ABOVE. 3. LOCATE RETURN GRILLE IN SIDEWALL OF CHASE. BOTTOM OF GRILLE AT 1'-0" A.F.F. 4. STAINLESS STEEL DUCTWORK MINIMUM 1'-0" LENGTH UPSTREAM AND 5'-0" LENGTH DOWNSTREAM OF DUCT MOUNTED HUMIDIFIER. MAKE DUCT TRANSITIONS AS NECESSARY FOR HUMIDIFIER DUCT SIZE. 5. WALL MOUNTED STEAM GENERATOR UNIT FOR HUMIDIFIER. COORDINATE EXACT LOCATION WITH OWNER. 6. MAKE-UP WATER PIPING FOR HUMIDIFIER STEAM GENERATOR. 7. REFER TO SHEET H2.02D FOR CONDENSATE DRAIN PIPE CONTINUATION. 8. 4" Ø EXHAUST VENT DOWN TO DRYER. UP TO ROOF AND TERMINATE PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. COORDINATE WITH FINAL EQUIPMENT LOCATION. 876 A C B OFFICE 212 OFFICE 213 OFFICE 216 OFFICE 215 RR 220T CORRIDOR X230 CAT I-131 219A CLINCAL MANAGERS 217 WORK STATIONS 214 COMMUNICATIONS 211 CAT I-131 ANTE RM 219 MARKETING CLOSET 218 4 D1-10"Ø 250D1-8"Ø 125 D1-8"Ø 125D1-8"Ø 200 D1-10"Ø 250 10/1010"Ø 8-2-2 TB23-700/700(9.0KW)12/12D1-10"Ø 250 10/12 8-2-1 TB22-500/500(6.5KW) D1-6"Ø 100D1-8"Ø 125 D1-8"Ø 125 10/10 10/108-2-3 TB22-350/350(4.5KW) 20/1426/18 26/18 26/188-2-4 TB21-100/100(1.5KW) D1-6"Ø 100 14/10 R1-22/10 R1-22/10 R1-22/10 R1-22/10 R1-22/10 R1-22/10 R1-22/10 R1-22/10 350 8/108/10 8/10210/10 UP 1 T T T16/1210/14 1 T 3 EF2 8/10 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A B CDE 20297 SECOND FLOOR HVAC NEW WORK - AREA C 04 MARCH 2022 H2.02CEric Stephens Caleb Ledford Ann Guan MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONN 0'2'4'1' SCALE: 1/4" = 1'-0"1 FLOOR PLAN SECOND FLOOR NEW WORK - AREA C CODED NOTES: 1. ROUTE DUCT DOWN IN CHASE. 2. UP TO EF5 ON ROOF ABOVE. 3. EXHAUST DUCT UP TO ROOF. TERMINATE WITH CURB AND ROOF CAP. 4. 10" Ø EXHAUST DUCT DOWN IN CHASE TO LEVEL 01 BELOW. CAP FOR FUTURE USE. x1x7x9x10x12 54 A C B x11 x4 x3x5.5212226 2820 23 23 x2 WELLNESS 229 RR 228T RR 227T DENTISTRY 221 STAIR ---CENTRAL SUPPLY 223 ELEVATOR 000 PRIVATE WORK 221A CHASE 00 DENTISTRY WK RM 221B DOCTORS 210B CORRIDOR X240 J.C. 222 3 4 3/4"C D1-10"Ø 250 D1-10"Ø 250 D1-10"Ø 250 8-2-5 TB23-750/400(5.0KW) 12/12 D1-10"Ø 250 D1-10"Ø 250 D1-10"Ø 250 D1-6"Ø 50 14/10 8-2-6 TB23-800/450(5.5KW) 6/8 6/8 R1-22/22 R1-22/22 R1-22/10 28/18 30/1826/18 26/1850/2244/20T T 2 3 18/12 44/16 46/24 5 3/4"C 36/18 40/18 6 EF77 8 4"Ø PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A B CDE 20297 SECOND FLOOR HVAC NEW WORK - AREA D 04 MARCH 2022 H2.02DEric Stephens Caleb Ledford Ann Guan MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONN 0'2'4'1' SCALE: 1/4" = 1'-0"1 FLOOR PLAN SECOND FLOOR NEW WORK - AREA D CODED NOTES: 1. ROUTE DUCT DOWN IN CHASE. 2. UP TO RTU8 ON ROOF ABOVE. 3. REFER TO SHEET H2.02B FOR CONDENSATE DRAIN PIPE CONTINUATION TO HUMIDIFIER. 4. ROUTE CONDENSATE DRAIN DOWN TO MOP SINK. TERMINATE WITH AIR GAP. 5. REFRIGERANT LINESET UP TO OUTDOOR AIR COOLED CONDENSING UNIT ON ROOF. SINGLE LINE REPRESENTS BOTH PIPES IN LINESET. 6. LEAVE MINIMUM 1'-0" CLEARANCE IN FRONT OF TRANSFER DUCT OPENING. 7. SUSPENDED EXHAUST FAN. MOUNT AS HIGH AS POSSIBLE UNDER RETURN DUCT MAIN. 8. TERMINATE EXHAUST IN SIDEWALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. 321 2.2 A C B T T WELLNESS 229MOTHERS ROOM 225 IT 226 BREAK ROOM 230 RR 228T RR 227T KITCHENETTE 231 CORRIDOR X250 LOCKER ROOM 224 CONFERENCE ROOM 232 D1-8"Ø 200 D1-8"Ø 200 D1-10"Ø 300 D1-6"Ø 100 D1-8"Ø 200 D1-8"Ø 200 D1-8"Ø 200 D1-8"Ø 200 8-2-14 TB23-900/500(6.5KW) R1-22/10 R1-22/10 D1-10"Ø 250 D1-10"Ø 250 D1-6"Ø 75 D1-6"Ø 100 10/10 14/1214/1210/1014/1026/1822/14 1 R1-22/10 50 8-2-13 TB21-250/100(1.5KW) 8-2-12 TB22-550/450(5.5KW) 8-2-15 TB23-700/450(5.5KW) 1 EF2 R1-22/10 D1-6"Ø 75 2 6"Ø 4"Ø EF210/12 10/148/8 AC2 R1-22/22 3 3/4"C R1-22/22 36/18 4 14/10 18/12PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A B CDE 20297 SECOND FLOOR HVAC NEW WORK - AREA E 04 MARCH 2022 H2.02EEric Stephens Caleb Ledford Ann Guan MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONN 0'2'4'1' SCALE: 1/4" = 1'-0"1 FLOOR PLAN SECOND FLOOR NEW WORK - AREA E CODED NOTES: 1. ROUTE DUCT DOWN IN CHASE. 2. EXHAUST DUCT UP TO ROOF. TERMINATE WITH CURB AND ROOF CAP. 3. REFRIGERANT LINESET UP TO OUTDOOR AIR COOLED CONDENSING UNIT ON ROOF. SINGLE LINE REPRESENTS BOTH PIPES IN LINESET. 4. LEAVE MINIMUM 1'-0" CLEARANCE IN FRONT OF TRANSFER DUCT OPENING. x1 x5 x6 x6.5 x7 x8 x9x10x12 87654321 2.2 D F A C BB x11 x11 x4 x4 x3 x3 x5.5 x5.5 EE 21 21 22 22 24 24 26 26 27 27 28 28 20 20 23 23 25 25 xA xB xC xD xE xF x2 Y Y Z Z RTU9 RTU6 RTU5 RTU8 EF5 EF6 1 1 ACCU1 5 H6.02 5 H6.02 4 H6.01 4 H6.01 2 H6.02 2 2 2 3 3 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A B CDE 20297 ROOF HVAC NEW WORK 04 MARCH 2022 H2.03Eric Stephens Caleb Ledford Ann Guan MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONN 0'4'8'2'1' SCALE: 1/8" = 1'-0"1 ROOF PLAN ROOF NEW WORK - OVERALL CODED NOTES: 1. ROOFTOP UNIT TO BE PRICED AS AN ALTERNATE. 2. EXHAUST DUCT UP FROM BELOW. TERMINATE ABOVE ROOF. 3. PROVIDE ROOF CURB ADAPTER FOR NEW ROOFTOP UNIT. CONTRACTOR TO FIELD VERIFY EXACT DIMENSIONS AND COORDINATE WITH EXISTING ROOF OPENINGS. LOCATIONTAG UNIT DATA FAN SCHEDULE UNLESS OTHERWISE NOTED EQUIPMENT BASED ON GREENHECK MOTOR DATA KEY: CENT.-CENTRIFUGAL, PROP.-PROPELLER, F.C.-FORWARD CURVED, B.I.-BACKWARD, INCLINED, A.F.-AIRFOIL. REMARKS INDICATED COMPONENTS PROVIDED BY DIV 23 DIV 26 CODED NOTES: A. DISCONNECT SWITCH B. CONTROL PANEL WITH INTEGRAL DISCONNECT SWITCH C. CONTROL PANEL D. LINE VOLTAGE PANEL E. REDUCED VOLTAGE STARTER F. TWO SPEED STARTERS G. VARIABLE FREQUENCY DRIVE H. EMERGENCY POWER J. PLUG-IN UNIT K. THERMOSTAT L. WALL SWITCH FUNCTION EF3 MODEL CFM T.S.P. IN. W.G. FAN TYPE WHEEL TYPE RPM TYPE OF DRIVE TYPE OF DAMPER TYPE OF CONTROL HP RPM VOLTS PHASE SOUND RATING IN SONES EF4 MORGUE EXHAUST CUBE-099 200 0.5 CENT.B.I.1,253 BELT BACKDRAFT 1/4 1,800 115 1 6.5 SEE PLANSEF1 WARD/ BARKING ROOM CUBE-120 1,650 0.5 CENT.B.I.1,603 BELT BACKDRAFT CONTINUOUS 1/2 1,800 115 1 15.7 A SEE PLANSEF2 TOILET EXHAUST SP-A90 50 0.25 CENT.B.I.-DIRECT BACKDRAFT OCCUPANCY 16.7 W 900 115 1 1 A ROOFEF5 CAT IODINE EXHAUST 350 0.5 CENT.B.I.1,375 DIRECT BACKDRAFT CONTINUOUS 1/6 1,800 115 3 8 ACUE-095-VG EF6 STERILE EXHAUST 350 0.5 CENT.B.I.BELT BACKDRAFT CONTINUOUS 1,800 115 1 A MOUNTED ON EXTERIOR SIDEWALL INTERNAL MEDICINE CUBE-100 1,075 0.5 CENT.B.I.1,556 BELT BACKDRAFT CONTINUOUS 1/3 1,800 115 1 10.5 A MOUNTED ON EXTERIOR SIDEWALL CONTINUOUS A SEE PLANS SEE PLANS ROOF 1,375 1/6 8CUE-095-VG SEE PLANSEF7 JANITOR EXHAUST SP-A90 50 0.25 CENT.B.I.-DIRECT BACKDRAFT CONTINUOUS 16.7 W 900 115 1 1 A UNIT ELECTRICAL DATA MOCPMCA PHASEVOLTS REMARKS HP RPM HEATING DATA WBDBWBDB L.A.T.E.A.T. EVAPORATOR DATA REF. SUPPLY FAN DATA UNLESS OTHERWISE NOTED EQUIPMENT BASED ON DAIKIN ROOFTOP AIR HANDLING UNIT SCHEDULE UNIT DATA MODELLOCATIONTAG DIV 23 INDICATED COMPONENTS PROVIDED BY DIV 26 MIN. O.A. CFM TOTAL CFM E.S.P. IN. W.G. T.S.P. IN. W.G.FILTER EFFICIENCY TOTAL MBH SENSIBLE MBH INPUT MBH OUTPUT MBH E.A.T. °F L.A.T. °F NO. OF STAGES FUEL TYPE INDICATED ELECTRICAL COMPONENTS: A. DISCONNECT SWITCH B. CONTROL PANEL WITH INTEGRAL DISCONNECT SWITCH C. CONTROL PANEL D. LINE VOLTAGE PANEL E. REDUCED VOLTAGE STARTER F. TWO SPEED STARTERS G. VARIABLE FREQUENCY DRIVE H. EMERGENCY POWER J. PLUG-IN UNIT K. THERMOSTAT L. WALL SWITCH 4.0 2,158 77.2DPS005ASEE PLANSRTU2 315 2,100 2.0 3.0 2" MERV8 61.4 52.8 64.0 54.3 54.1 R410/A 96 NAT. GAS 55.0 97.1 13.0 15 460 3 A - MODULATING 5:1 TURN DOWN -120 RETURN/EXHAUST FAN DATA E.S.P. IN. W.G.CFMHP 1.3 2,100 RPM 2,2190.5 *OWNER FURNISHED, CONTRACTOR INSTALLED EQUIPMENT* 2.3 2,089 78.0DPS003ASEE PLANSRTU3 280 1,400 2.0 2.6 2" MERV8 37.6 33.8 64.6 55.9 55.7 R410/A 64 NAT. GAS 55.0 97.1 8.5 15 460 3 A --80 1.3 1,400 1,6260.5 1.3 2,061 77.1DPS003ASEE PLANSRTU4 100 720 2.0 2.2 2" MERV8 32.9 23.3 63.8 47.4 47.4 R410/A 64 NAT. GAS 55.0 135.9 7.6 15 460 3 A --80 0.5 DPS003ASEE PLANSRTU5 180 1,200 2.0 2" MERV8 R410/A NAT. GAS 55.0 8.5 15 460 3 A --1.3 1,200 1,4730.5 2.3 1,996 77.2DPS003ASEE PLANSRTU6 180 1,200 2.0 2.5 2" MERV8 36.4 30.8 64.0 53.8 53.7 R410/A 64 NAT. GAS 55.0 104.2 8.5 15 460 3 A --80 1.3 1,2000.5 2.3 1,612 76.2DPS003ASEE PLANSRTU7 100 1,200 1.0 1.5 2" MERV8 35.8 30.6 63.1 52.9 52.8 R410/A 64 NAT. GAS 55.0 104.9 8.5 15 460 3 A --80 1.30.5 4 @ 7.3 1,645 80.9DPSA040SEE PLANSRTU8 5,500 14,000 3.0 4.8 2" MERV8 518.9 394.9 67.0 55.1 55.1 R410/A 648 NAT. GAS 50.0 93.0 117.5 125 460 3 A --800 2 @ 3.0 8,500 1,6881.5 SEE PLANSRTU9 1,200 4,200 2.0 2" MERV8 R410/A NAT. GAS 50.0 460 3 A -4" MERV14 0.5 MODULATING 5:1 TURN DOWN MODULATING 5:1 TURN DOWN MODULATING 5:1 TURN DOWN MODULATING 5:1 TURN DOWN MODULATING 5:1 TURN DOWN MODULATING 10:1 TURN DOWN 2.5 2.3 1,996 77.236.4 30.8 64.0 53.8 53.7 64 104.280 1,473 1,200 1,473 SERVES NEW BUILDING ADDITION SERVES OPERATING ROOMS 1.3 720 1,160 SERVES EXISTING BUILDING RENOVATION SERVES EXISTING BUILDING RENOVATION SERVES EXISTING BUILDING RENOVATION SERVES EXISTING BUILDING RENOVATION SERVES EXISTING BUILDING RENOVATION SERVES EXISTING BUILDING RENOVATION DPSA018A 2.7 5.0 1,754 181.3 126.6 75.0 63.0 47.4 47.4 4.0 4,200 1,442 44.4 60240102.7300 MODULATING 12:1 TURN DOWN TO BE PRICED AS AN ALTERNATE TO BE PRICED AS AN ALTERNATE UNIT ELECTRICAL DATA MOCPMCA PHASEVOLTS REMARKS HP RPM HEATING DATA WBDBWBDB L.A.T.E.A.T. EVAPORATOR DATA REF. SUPPLY FAN DATA UNLESS OTHERWISE NOTED EQUIPMENT BASED ON DAIKIN MAKEUP ROOFTOP UNIT SCHEDULE UNIT DATA MODELLOCATIONTAG DIV 23 INDICATED COMPONENTS PROVIDED BY DIV 26 TOTAL CFM E.S.P. IN. W.G. T.S.P. IN. W.G. FILTER EFFICIENCY TOTAL MBH SENSIBLE MBH INPUT MBH OUTPUT MBH E.A.T. °F L.A.T. °F NO. OF STAGES FUEL TYPE INDICATED ELECTRICAL COMPONENTS: A. DISCONNECT SWITCH B. CONTROL PANEL WITH INTEGRAL DISCONNECT SWITCH C. CONTROL PANEL D. LINE VOLTAGE PANEL E. REDUCED VOLTAGE STARTER F. TWO SPEED STARTERS G. VARIABLE FREQUENCY DRIVE H. EMERGENCY POWER J. PLUG-IN UNIT K. THERMOSTAT L. WALL SWITCH 2.3 2,182 78.8DPS007ASEE PLANSRTU1 1,825 2.00 2.6 89.3 55.6 67.2 50.9 50.9 R410/A 160 NAT. GAS 50.0 131.1 17.0 20 460 3 A - MODULATING 10:1 TURN DOWN EXHAUST FAN DATA E.S.P. IN. W.G.CFMHP 2.3 2,275 RPM 1,860 *OWNER FURNISHED, CONTRACTOR INSTALLED EQUIPMENT* 2" MERV8 200 0.5 HEAT RECOVERY SCHEDULE TAG WINTER IN °F WINTER OUT °F SUMMER IN °F SUMMER OUT °F A.P.D. IN. W.G. RTU1 -10.0 1,825 CFM 0.3253.5 1,825 CFM 90.0/74.0 1,825 CFM 78.8/67.2 1,825 CFM HUMIDIFIER SCHEDULE UNLESS OTHERWISE NOTED EQUIPMENT BASED ON NEPTRONIC REMARKSSTEAM PSIG CAPACITY LBS/HR DUCT/UNIT SIZE AIR FLOW (CFM) DB TEMP. / RH °F / % E.A.L.A. SETPOINT %RH ABSORPTION DISTANCE (INCHES) ELECTRICAL DATA VOLTSAMPS PHASE TAG LOCATION MODEL H1 -55/22 55/35 12.0 480 3SEE PLAN 4,200 30/14 30.0 25 6"PROVIDE WITH INTERNAL DRAIN COOLER.SKE4-N10M CODED NOTES: A. DISCONNECT SWITCH B. CONTROL PANEL WITH INTEGRAL DISCONNECT SWITCH C. CONTROL PANEL D. LINE VOLTAGE PANEL E. REDUCED VOLTAGE STARTERTWO SPEED STARTERS F. VARIABLE FREQUENCY DRIVE G. EMERGENCY POWER LOCATIONTAG AIR DATA ELECTRIC DUCT HEATING COIL SCHEDULE UNLESS OTHERWISE NOTED EQUIPMENT BASED ON INDEECO *OWNER FURNISHED, CONTRACTOR INSTALLED EQUIPMENT* REMARKS UNIT DATA DIV 23 INDICATED COMPONENTS PROVIDED BY H. PLUG-IN UNIT I. THERMOSTAT J. WALL SWITCH DHC1 MODEL CFM 350SEE PLANS QUA E.A.T. °F 53 L.A.T. °F 84.6 ELECTRICAL DATA KW 10/8 VOLTS 277 PHASE 1 FACE VELOCITY FPM DIV 26 615 I, A - RTU1 SUPPLY DUCTWORK SCR HEATING SERVES LARGE ISOLATION ROOM DUCT SIZE 2.5 DHC2 75SEE PLANS QUA 53 74.1 8/8 277 1 160 I, A - RTU1 SUPPLY DUCTWORK SCR HEATING SERVES SMALL ISOLATION ISOLATION ROOM 0.5 DHC3 150SEE PLANS QUA 53 74.1 8/8 277 1 555 I, A - RTU1 SUPPLY DUCTWORK SCR HEATING SERVES SMALL ISOLATION ISOLATION ROOM 1.0 MODELLOCATIONTAG REGISTER & DIFFUSER SCHEDULE UNLESS OTHERWISE NOTED EQUIPMENT BASED ON PRICE FUNCTION REMARKS NECK SIZES ARE GIVEN ON DRAWINGS. FACE TYPE FRAME TYPE LOUVER TYPE MATERIAL FINISH DAMPER N.C. MAX SPDD1 SUPPLY SQUARE PLAQUE -STEEL WHITE NONE 30 FACE SIZE 24"X24" UNLESS NOTED OTHERWISE. PROVIDE TRIM FRAME FOR DRYWALL CEILING LOCATIONS.LAY-INSEE PLANS LFDD2 SUPPLY LAMINAR FLOW -ALUMINIUM WHITE NONE 30 FACE SIZE 48"X24" UNLESS NOTED OTHERWISE. LAY-IN 80R1 RETURN/ EXHAUST ½"X½"X½" GRID EGGCRATE ALUMINIUM WHITE NONE 30LAY-IN PROVIDE TRIM FRAME FOR DRYWALL CEILING LOCATIONS. SEE PLANS SEE PLANS 600R2 LOUVERED FIXED BLADE ALUMINIUM WHITE NONE 30SURFACESEE PLANS FACE SIZE NOTED ON PLANS. 600R3 LOUVERED ADJ. BLADE ALUMINIUM WHITE NONE 30SURFACESEE PLANS FACE SIZE NOTED ON PLANS. RETURN/ EXHAUST SUPPLY SPLIT AIR CONDITIONING UNIT SCHEDULE UNLESS OTHERWISE NOTED EQUIPMENT BASED ON DAIKIN *OWNER FURNISHED, CONTRACTOR INSTALLED EQUIPMENT* TAG LOCATION MODEL ARRANGEMENT CFM TOTAL MBH REF.CAPACITY MBH AMBIENT OPERATION °F TAG REMARKS AC1 SEE PLANS 555 24 R-410A N/A ACCU1 PROVIDE CONDENSATE PUMP, E.C. TO PROVIDE DISCONNECT MOCP 20 MCA VOLTS PHASE MODEL RKB24AXVJU UNIT DATA COOLING CONDENSING UNIT DATAHEATING FTKB24AXVJU WALL MOUNTED 13.2 208 1-10 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 2021-0012 20297 HVAC SCHEDULES 04 MARCH 2022 H5.01Eric Stephens Caleb Ledford Ann Guan MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION 0.3328ESVTB22 TB26 16 30 TB25 TB24 14 12 TB23 10 29 33 29 VARIABLE AND CONSTANT AIR VOLUME TERMINAL BOXES WITH ELECTRIC HEATING COILS ELECTRIC REHEAT TERMINAL BOX SCHEDULE TB21 6ESV UNIT DATA TAG NECK SIZEMODEL 0.326 REMARKS UNLESS OTHERWISE NOTED EQUIPMENT BASED ON DAIKIN *OWNER FURNISHED, CONTRACTOR INSTALLED EQUIPMENT* 301-600 1,801-3,200 1,501-1,800 901-1,500 601-900 80-300 SHEETMETAL PLANS: SIZE-MAX.CFM/MIN.CFM(-KW) UNIT-NUMBER CFM RANGE MAX. DISCH. N.C. LEVEL @ 2" ΔP MAX. S.P. DROP GENERAL COIL CAP. BASED ON 50% AIRFLOW. SEE PLANS FOR SPECIFIC CAPACITIES. 0.5 0.5 0.7 0.5 ESV ESV ESV ESV MAX KW E.A.T. °F L.A.T. °F STAGES UNIT DATA 2.0 55 100 SEE BELOW GENERAL COIL CAP. BASED ON 50% AIRFLOW. SEE PLANS FOR SPECIFIC CAPACITIES.4.0 55 100 GENERAL COIL CAP. BASED ON 50% AIRFLOW. SEE PLANS FOR SPECIFIC CAPACITIES.7.0 55 100 GENERAL COIL CAP. BASED ON 50% AIRFLOW. SEE PLANS FOR SPECIFIC CAPACITIES.10.0 55 100 GENERAL COIL CAP. BASED ON 50% AIRFLOW. SEE PLANS FOR SPECIFIC CAPACITIES.17.0 55 100 GENERAL COIL CAP. BASED ON 50% AIRFLOW. SEE PLANS FOR SPECIFIC CAPACITIES.25.0 55 100 NOTE: • PROVIDE TERMINAL BOX CONTROL PANELS WITH INTEGRAL DISCONNECT SWITCH • TERMINAL BOXES SHALL BE PROVIDED WITH ONE STAGE OF HEAT THROUGHT 1KW UNLESS NOTED OTHERWISE. • TERMINAL BEXES SERVING OPERATION ROOMS SHALL HAVE SCR HEATING CONTROLS. • TERMINAL BOXES SHALL BE PROVIDED WITH TWO STAGES OF HEAT 1.5KW THROUGH 2.0KW UNLESS NOTED OTHERWISE. • TERMINAL BOXES SHALL BE PROVIDED WITH THREE STAGES OF HEAT GREATER THAN 2KW UNLESS NOTED OTHERWISE. • TERMINAL BOXES SHALL BE 277V/1PH THROUGH 6KW, TERMINAL BEXES GREATER THAN 6KW WHALL BE 408/1PH SEE BELOW SEE BELOW SEE BELOW SEE BELOW SEE BELOW 0.1368ESVTRE2 16 33 14 12ESV 10ESV 30 36 33 VARIABLE AND CONSTANT AIR VOLUME COOLING ONLY TERMINAL BOXES RETURN/EXHAUST TERMINAL BOX SCHEDULE TRE1 6ESV UNIT DATA TAG NECK SIZEMODEL 0.133 REMARKS UNLESS OTHERWISE NOTED EQUIPMENT BASED ON DAIKIN *OWNER FURNISHED, CONTRACTOR INSTALLED EQUIPMENT* 301-600 1,801-3,200 1,501-1,800 901-1,500 601-900 80-300 SHEETMETAL PLANS: SIZE-MAX.CFM/MIN.CFM UNIT-NUMBER CFM RANGE MAX. DISCH. N.C. LEVEL @ 2" ΔP MAX. S.P. DROP 0.1 0.1 0.1 0.1 ESV ESV TRE3 TRE4 TRE5 TRE6 MODELLOCATIONTAG A.P.D. IN. W.G. UNIT DATA AIR DATA MOTOR DATA REMARKS E.REDUCED VOLTAGE STARTER F.TWO SPEED STARTERS CODED NOTES: A.DISCONNECT SWITCH B.CONTROL PANEL WITH INTEGRAL DISCONNECT SWITCH C.CONTROL PANEL D.LINE VOLTAGE PANEL L.WALL SWITCHG.VARIABLE FREQUENCY DRIVE H.EMERGENCY POWER J.PLUG-IN UNIT K.THERMOSTAT DIV 26 INDICATED COMPONENTS PROVIDED BY DIV 23 TYPE KW CFM E.A.T. °F L.A.T. °F HP VOLTS PHASE SEE PLANSEWH1 AWH WALL HEATER 4.8 ----208 1 A K -RECESSED MOUNTED, UNIT MOUNTED THERMOSTATFREE DISCH. ELECTRIC WALL HEATER SCHEDULE UNLESS OTHERWISE NOTED EQUIPMENT BASED ON QMARK *OWNER FURNISHED, CONTRACTOR INSTALLED EQUIPMENT* MODELLOCATIONTAG A.P.D. IN. W.G. UNIT DATA AIR DATA HEATING ELEMENTS MOTOR DATA ELECTRIC UNIT HEATER SCHEDULE UNLESS OTHERWISE NOTED EQUIPMENT BASED ON QMARK *OWNER FURNISHED, CONTRACTOR INSTALLED EQUIPMENT* REMARKS E.REDUCED VOLTAGE STARTER F.TWO SPEED STARTERS CODED NOTES: A.DISCONNECT SWITCH B.CONTROL PANEL WITH INTEGRAL DISCONNECT SWITCH C.CONTROL PANEL D.LINE VOLTAGE PANEL L.WALL SWITCHG.VARIABLE FREQUENCY DRIVE H.EMERGENCY POWER J.PLUG-IN UNIT K.THERMOSTAT DIV 26 INDICATED COMPONENTS PROVIDED BY DIV 23 TYPE MBH CFM E.A.T. °F L.A.T. °F HP RPM VOLTS PHASE SEE PLANUH1 MUH0381 HORIZ. ELECTRIC 10 350 --1/100 1,600 277 1 B A- TOTAL KW VOLTSNO.PHASE 127731 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 2021-0012 20297 HVAC SCHEDULES 04 MARCH 2022 H5.02Eric Stephens Caleb Ledford Ann Guan MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITION BACKDRAFT DAMPER IN SHEET METAL SLEEVE CAULK AROUND PERIMETER COORDINATE EXACT LOCATION AND ELEVATION WITH ARCHITECT. BRANCH DUCT (TYP.) VOLUME DAMPER (TYP.)AIR FLOWPROVIDE 18" LONG ORANGE MARKER TAPE ON EACH VOLUME DAMPER HANDLE TO IDENTIFY LOCATION SINGLE LINE AIR FLOW AIR FLOW AIR FLOW LOW VELOCITY SUPPLY LOW VELOCITY SUPPLY (CONICAL SPIN IN) LOW VELOCITY RETURN/EXHAUST MAIN DUCT (TYP.)45.00°45.00°AIR FLOWAIR FLOWFLEXIBLE CONNECTION (MIN. 3 FT., MAX. 4 FT.) SECURE FLEXIBLE DUCT TO DUCT COLLARS WITH DRAWBANDS. PROVIDE ADDITIONAL DRAWBANDS AND SEAL FLEX. OUTER JACKET TO DUCT COLLARS NOTES: 1. THIS CONNECTION DETAIL APPLIES WHEN DUCT WIDTH IS LESS THAN 70% OF THE AIR DEVICE WIDTH. 2. CONNECTION MAY ALSO BE ON THE SHORT END. SAME REQUIREMENTS APPLY. SHEETMETAL PLENUM FULL SIZE OF GRILLE SUPPORT FROM STRUCTURE LAY-IN CEILING SEE PLANS FOR SIZES IF DUCT DIMENSION IS AT LEAST 6" LESS THAN AIR DEVICE DIMENSION, THIS SHALL BE 3". IF NOT, THIS SHALL BE 1" MINIMUM. PLENUM SHALL BE SIZE OF AIR DEVICE NECK FACE OF AIR DEVICE *** 45.00° RETURN / EXHAUST GRILLE LAY-IN CEILING **12" MIN. (REFER TO ROOF PLAN)*VARIES SEE ARCHITECTURAL ROOF PLAN DUCTWORK ISOLATION SPRINGS WEATHER SEAL***EXPANDING POLYURETHANE FOAM INSUL. AROUND PERIM. OF DUCT IN METAL DECK PLANE SEE DETAIL TO RIGHT HURRICANE CLIPS WHERE REQUIRED ISOLATION RAIL PROVIDE VERTICAL AND LATERAL RESTRAINTS FOR MOUNTING ISOLATION RAIL TO STEEL SUPPORT ROOFTOP AIR HANDLING UNIT FLEXIBLE DUCT CONNECTION ROOFTOP AIR HANDLING UNIT GASKET (SUPPLIED WITH CURB) CONTINUOUS VIBRATION ISOLATOR WITH WEATHERTIGHT SEAL PRE-FABRICATED ROOF CURB BY HVAC CONTRACTOR ROOFING MATERIAL METAL DECK AND STRUCTURE STEEL CHANNEL FASTENED TO ROOF FRAMING INDOOR DUCT INSULATION IN-FILL BETWEEN EQUIPMENT CURB AND DUCTWORK ALL SIDES WITH TWO LAYERS (STAGGERED) OF 5/8" GYPSUM WALL BOARD STEAM GENERATOR 6" MINPREFERRED INSTALLATION INSTALLATION ONLY ALLOWED WHEN REQUIRED DUE TO INSUFFICIENT CLEARANCE ABOVE CEILING OPTIONAL INSTALLATION MOUNT TO WALL ABOVE CEILING STRAINER ISOLATION VALVE STEAM VAPOR HOSE SHALL BE SIZED AS INDICATED ON DRAWINGS, BUT NOT LESS THAN THE OUTLET SIZE ON THE GENERATOR. HOSE SHALL BE MAXIMUM 10' LONG. SLOPE DUCT TO (1) CENTRAL LOW POINT AND PROVIDE TRAPPED DRAIN PROVIDE STAINLESS DUCTWORK 1'-0" UPSTREAM AND 5'-0 DOWNSTREAM OF DISPERSION TUBES. DUCT DISPERSION TUBES STRUCTURE DISPERSION TUBES TRAPPED DRAIN CEILING SLOPE SLOPE VENT, EXTEND TO ABOVE ALL DRAINED EQUIPMENT CONDENSATE PUMP ¾" MIN. ½" MAKE-UP WATER SLOPE DUCT WIDTH DUCT HEIGHT16" MIN.SLOPE DUCT TO (1) CENTRAL LOW POINT AND PROVIDE TRAPPED DRAIN PROVIDE STAINLESS DUCTWORK 1'-0" UPSTREAM AND 5'-0 DOWNSTREAM OF DISPERSION TUBES. DUCT DISPERSION TUBES STRUCTURE DISPERSION TUBES DUCT WIDTH DUCT HEIGHTSLOPE MOUNT TO WALL ABOVE CEILING STRAINER ISOLATION VALVE ½" MAKE-UP WATER CEILING CONDENSATE PUMP ¾" MIN.16" MIN.STEAM GENERATOR TRAPPED DRAIN VENT, EXTEND TO ABOVE ALL DRAINED EQUIPMENT ROUTE TO DRAIN PER PLANS ROUTE TO DRAIN PER PLANS WATER FILTER SIMILAR TO AMERICAN PLUMBER MODEL W2015-PR STEAM VAPOR HOSE SHALL BE SIZED AS INDICATED ON DRAWINGS, BUT NOT LESS THAN THE OUTLET SIZE ON THE GENERATOR. HOSE SHALL BE MAXIMUM 10' LONG. WATER FILTER SIMILAR TO AMERICAN PLUMBER MODEL W2015-PR PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 2021-0012 20297 HVAC DETAILS 04 MARCH 2022 H6.01Eric Stephens Caleb Ledford Ann Guan MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONDETAIL N.T.S.1 WALL MOUNTED EXHAUST FAN DETAIL N.T.S.2 TYPICAL DUCT CONNECTIONS DETAIL N.T.S.3 RETURN / EXHAUST GRILLE CONNECTION DETAIL N.T.S.4 ROOFTOP AIR HANDLING EQUIPMENT DETAIL N.T.S.5 ELECTRIC DUCT MOUNTED HUMIDIFIER PIPING SHEET METAL ELBOW REQUIRED 1D RADIUS MINIMUM SECURE FLEXIBLE DUCT TO DUCT COLLARS WITH SCREWS & DRAWBANDS. PROVIDE ADDITIONAL DRAWBANDS AND SEAL FLEX OUTER JACKET TO DUCT COLLARS VOLUME DAMPER LOCATION WHERE DAMPER WOULD BE INACCESSIBLE AT TAKE-OFF, PROVIDE WITH 3" EXTENDED SHAFT, HANDLE AND COLLAR INSULATED ROUND DUCT 18" LONG ORANGE MARKER TAPE ATTACHED TO DAMPER TO IDENTIFY LOCATION INSULATED NON-METALIC FLEXIBLE CONNECTION (MAX. 5 FT.)SUPPLY AIR DIFFUSER (LAY-IN FRAME) TO S.A. MAIN THERMAL INSULATION WITH VAPOR MEMBRANE STRUCTUREOC AIR COOLED CONDENSING UNIT VIBRATION ISOLATOR (BOLTED DOWN) COUNTER FLASHING ROOFING MATERIAL ROOF RAILS: COORDINATE WITH ROOF PITCH OC ROOF PLANTO ROOF PLAN)12" MIN. (REFERVARIES SEE ARCH.PRIMARY AIR FLOW AIR FLOW DISCHARGE PLAN VIEW CONTROLS LOW PRESSURE DUCT (TRANSITION AS REQUIRED) NOTE: 1. MAINTAIN MANUFACTURER'S MINIMUM CLEARANCES FOR ACCESS TO FILTER, CONTROLS AND ACTUATOR. INSULATED HIGH VELOCITY DUCT TRANSITION AS REQUIRED 18" SERVICE SPACE STRAIGHT LENGTH 3X DIA. MIN. 24V PWR FROM TRANSFORMER BY DIV. 23 TEMPERATURE CONTROL CONTRACTOR T TERMINAL BOX W/ REHEAT (TYP.) L H TO ZONECHSUPPLY ALL CONTROL WIRING BY DIV. 23 CONTRACTOR TERMINAL BOX VELOCITY CONTROL MULTIPOINT VELOCITY PICKUP TERMINAL BOX ACTUATOR WITH OR WITHOUT REHEAT COIL ATTACH DUCT TO TOP OF CURB WIRING BY OTHERS PRE-FABRICATED ROOF CURB ROOF INSULATION ROOFING MATERIAL METAL DECK AND STRUCTURE FRAMING BACKDRAFT DAMPER IN SHEET METAL SLEEVE THROUGH ROOF OC OC OC OCOC VARIES SEE ARCH ROOF PLAN 12" MIN. REFER TO ROOF PLAN 1¼" (TYP.) DAMPER SIZE DUCT AND ROOF OPENING OPENING THROUGH ROOF PLAN VIEW ROOFING MATERIAL ROOF INSULATION PIPE INSULATION PIPE INSULATION FRAMING ACRYLIC CLAD THERMOPLASTIC COVER, FASTENING SCREWS, GRADUATED STEP BOOTS WITH STAINLESS STEEL CLAMPS EXPANDING POLYURETHANE FOAM INSUL. AROUND PERIM. OF DUCT IN METAL DECK PLANE PRE-FABRICATED ROOF CURB OC OC OC OC OC METAL DECK AND STRUCTURE ( 15" )VARIES SEE ARCH.ROOF PLANCEILING PLENUM DUCT LINER RETURN GRILLE 4" MIN.( 2'-0" ) CFM DUCT SIZE 0-300 22/4 301-450 22/6 451-600 22/8 601-750 22/10 751-900 22/12 901-1050 22/14 LAY-IN CEILING SEE BELOW FOR SIZES PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 2021-0012 20297 HVAC DETAILS 04 MARCH 2022 H6.02Eric Stephens Caleb Ledford Ann Guan MEDVET INDIANAPOLIS - ANIMAL HOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032RENOVATION AND ADDITIONDETAIL N.T.S.1 DIFFUSER MOUNTING (SUPPLY DUCT CLOSE TO CEILING) DETAIL N.T.S.2 ROOF RAILS DETAIL N.T.S.3 V.A.V. TERMINAL BOX DETAIL N.T.S.4 VARIABLE AIR VOLUME TERMINAL BOX W/ REHEAT DETAIL N.T.S.5 ROOF MOUNTED EXHAUST FAN DETAIL N.T.S.6 PIPE CURB DETAIL N.T.S.7 RETURN GRILLE WITH SOUND ELBOW CONNECTION LIGHTING SYMBOLS ELECTRICAL ABBREVIATIONSPOWER GENERAL NOTES APPLIES TO EACH POWER DRAWING LIGHTING GENERAL NOTES APPLIES TO EACH LIGHTING DRAWING SYMBOL LIST GENERAL INFORMATION POWER SYMBOLS FIRE ALARM SYMBOLS DEMOLITION GENERAL NOTES APPLIES TO EACH DEMOLITION DRAWING 1. REFER TO DRAWINGS AND SPECIFICATIONS OF OTHER CONSTRUCTION TRADES FOR ADDITIONAL ELECTRICAL WORK INCLUDED IN THIS CONTRACT. 2. COORDINATE EXACT LOCATIONS OF EQUIPMENT WITH OTHER CONSTRUCTION TRADES. VERIFY EXACT WIRING AND CONNECTION REQUIREMENTS WITH SUBMITTAL DOCUMENTS BEFORE INSTALLATION. SPECIALTY OUTLET TYPES SHALL BE VERIFIED BEFORE ORDERING. ALL ELECTRICAL WORK SHOWN HERE MUST BE VERIFIED AND COORDINATED IN FIELD BEFORE INSTALLATION. 3. REFER TO ARCHITECTURAL ELEVATIONS FOR OUTLET MOUNTING HEIGHTS. 4. EXACT LOCATIONS OF FLOOR RECESSED OUTLETS, FLOORBOXES, AND POKE-THRUS, SHALL BE COORDINATED WITH FURNITURE AND EQUIPMENT PLANS. OBTAIN LATEST PLANS FROM OWNERS REPRESENTATIVE. 5. ALL CONDUITS IN AREAS WITHOUT SUSPENDED CEILINGS SHALL BE RUN INCONSPICUOUSLY AS POSSIBLE, HIDDEN BEHIND BEAMS, CLOSE TO DECK, ETC. OBTAIN APPROVAL OF CONDUIT RUNS BELOW BEAMS WITH OWNER'S REPRESENTATIVE. 6. ALL DEVICES SHOWN ON THE EXTERIOR OF THE BUILDING SHALL BE WEATHERPROOF TYPE. ALL WEATHERPROOF RECEPTACLES HAVE WHILE-IN-USE COVERS UNLESS NOTED OTHERWISE 7. REFER TO ARCHITECTURAL DOOR SCHEDULES, AND DOOR HARDWARE SPECIFICATION FOR ELECTRICAL DEVICES INSTALLED AT DOORS. 8. PROVIDE ALL FINAL POWER CONNECTIONS TO EQUIPMENT. PROVIDE ALL CONDUIT, DEVICE BOXES, AND CONTROL WIRING TO EQUIPMENT UNLESS NOTED OTHERWISE. 9. RACEWAY SHALL RUN AS INCONSPICUOUSLY AS POSSIBLE. VERTICAL RUNS SHALL OCCUR IN CORNERS OF ROOMS. HORIZONTAL RUNS SHALL OCCUR ALONG BASEBOARD OF WALL WITH VERTICAL RUNS UP TO DEVICE BOXES BRANCHING OUT OF CORNER BOXES, TEES, ELBOWS AND ECT. 10. REFER TO ARCHITECTURAL PLANS FOR WALL CONSTRUCTION. 11. CIRCUIT NUMBER INDICATED WITH "GF" IS A CIRCUIT PROTECTED BY GROUND FAULT INTERRUPTING CIRCUIT BREAKER. 1. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF LUMINAIRES. COORDINATE WITH OTHER TRADES CONTRACTORS, IN ADVANCE OF INSTALLATION, TO AVOID CONFLICTS OF SUFFICIENT SPACE ABOVE CEILINGS FOR RECESSED LIGHTING FIXTURES. 2. REFER TO ARCHITECTURAL ELEVATIONS, CASEWORK, AND DETAILS, ELECTRICAL DETAILS, AND LUMINAIRE SCHEDULE FOR LUMINAIRE MOUNTING HEIGHTS AND ADDITIONAL INSTALLATION INFORMATION. 3. LOCATIONS OF LUMINAIRES IN ROOMS WITH MECHANICAL EQUIPMENT SHALL BE COORDINATED IN FIELD WITH INSTALLED EQUIPMENT. FIXTURES TO BE LOCATED OVER ACCESS PATHWAYS AROUND EQUIPMENT AND NOT OVER TOP OF EQUIPMENT OR DUCTWORK. DO NOT SUSPEND FIXTURES FROM PIPING OR DUCTWORK. PROVIDE APPROPRIATE MOUNTING HARDWARE AS REQUIRED TO SUPPORT FIXTURES. 4. SOME SWITCHED LIGHTING CIRCUITING NOT SHOWN FOR CLARITY. ALL FIXTURES WITHIN A SPACE ARE TO BE CONTROLLED FROM SWITCHES/OCCUPANCY/VACANCY SENSORS SHOWN IN THAT SPACE UNLESS NOTED OTHERWISE. 5. OCCUPANCY/VACANCY SENSOR POWER PACKS ARE NOT SHOW N FOR CLARITY REFER TO OCCUPANCY/VACANCY SENSOR WIRING DIAGRAMS. POWER PACKS TO BE LOCATED WITHIN EACH ROOM ABOVE CEILING ADJACENT TO ENTRY DOOR. PROVIDE CONDUIT AND WIRING FROM POWER PACK TO SENSOR UNITS. 6. INSTALL DRIVER FOR LUMINAIRES PROVIDED WITH REMOTE DRIVERS, IN NEAREST MECHANICAL ROOM WITH SUFFICIENT WALL SPACE. PROVIDE DRIVER WIRING SIZED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION FOR DISTANCE. 7. PROVIDE STEEL BRIDGING BETWEEN PURLINS/JOISTS/BEAMS AS NECESSARY TO SUPPORT THE WEIGHT OF SUSPENDED LUMINAIRES. 1. TURN OVER ANY SALVAGEABLE EQUIPMENT. 2. COORDINATE EXACT EXTENT OF DEMOLITION WITH ARCHITECTURAL DEMOLITION DRAWINGS. 3. COORDINATE PHASING OF DEMOLITION AND CONSTRUCTION PER DRAWINGS. 4. REMOVE ALL LIGHTING FIXTURES, DEVICES, OUTLETS, CONDUIT, CABLING, PANELS, AND EQUIPMENT WITHIN AREAS OF DEMOLITION. REMOVE WIRING AND CONDUIT BACK TO SOURCE OR LAST POINT OF CONNECTION TO REMAIN. 5. EXISTING EQUIPMENT OUTSIDE OF SCOPE OF WORK BOUNDARIES SHALL BE MAINTAINED. RECONNECT ANY CIRCUITS CUT PASSING THROUGH DEMOLITION AREAS. 6. REMOVE ALL UNUSED WIRING AND CABLES BACK TO THEIR SOURCE. REMOVE ALL UNUSED CONDUIT THAT IS EXPOSED OR ABOVE ACCESSIBLE CEILINGS WHICH IS AFFECTED BY OR IS IN THE AREA OF THE DEMOLITION WORK. 7. THE INTENTION OF THE ELECTRICAL DEMOLITION DRAWINGS IS TO DISCONNECT AND REMOVE ALL ELECTRICAL WORK MADE VOID BY THE SCOPE OF THE CONSTRUCTION AND ALTERATION. FIELD VERIFY EXACT MATERIAL QUANTITIES REQUIRED TO BE REMOVED. 8. WHERE BURIED CONDUITS EXTENDING OUT OF A CONCRETE SLAB BECOME ABANDONED, CUT AND GRIND THE CONDUITS OFF FLUSH WITH TOP OF SLAB AND PLUG WITH NON-SHRINK WATERPROOF GROUT FILL. 9. COORDINATE ALL DEMOLITION WORK WITH ALL OTHER TRADES. 10. LEGALLY DISPOSE OF HAZARDOUS MATERIALS AND BALLAST OR OTHER EQUIPMENT CONTAINING PCBS AND LAMPS CONTAINING MERCURY. COMPLY WITH ALL FEDERAL, STATE AND LOCAL LAWS. VIF VERIFY IN FIELD WP 1/E.1 IT VC W INFORMATION TECHNOLOGY MEANS DETAIL No. 1, DRAWING SHEET "E1" WEATHERPROOF TYPE DEVICE VOLUME CONTROL WATTS FAA FIRE ALARM ANNUNCIATOR Ø OR P OC OR O/C RAF VFD VAV V UG UNO UH TFMR TV TYP RTU TCP SW OH PE PNL PVC P NTS NL NIC J LV MTD MCC +N MECH MCC MSB KVA KW LC KV KEC HID HVAC HP GF GRC G FLR FLUOR FS FACP FC FIXT VARIABLE FREQUENCY DRIVE DEVICE FROM FINISH FLOOR UNLESS OTHERWISE TEMPERATURE CONTROL PANEL UNLESS NOTED OTHERWISE RETURN AIR FAN TRANSFORMER ROOFTOP UNIT TELEVISION UNDERGROUND UNIT HEATER VARIABLE AIR VOLUME VOLTS TYPICAL SWITCH OVERHEAD NIGHTLIGHT ON CENTER NOT TO SCALE POLE (PHASE) NOT IN CONTRACT POLYVINYL CHLORIDE PNEUMATIC/ELECTRIC PHASE PANEL NOTED. HEATING, VENTILATION, AIR CONDITIONING GALVANIZED RIGID CONDUIT HIGH INTENSITY DISCHARGE GROUND FAULT INTERRUPTING PROTECTION KITCHEN EQUIPMENT CONTRACTOR INDICATES MOUNTING HEIGHT (N) TO CENTER OF JUNCTION BOX LIGHTING CONTACTOR LOW VOLTAGE KILOVOLT KILOWATTS MECHANICAL MOUNTED KILOVOLT AMPERE MOTOR CONTROL CENTER MAIN SWITCHBOARD MOTOR CONTROL CENTER FIRE ALARM CONTROL PANEL FAN COIL UNIT LIGHT FIXTURE FLUORESCENT FUSIBLE SWITCH HORSEPOWER GROUND FLOOR BUT ARE NOT LISTED BELOW. ABBREVIATIONS USED ON DRAWINGS IN GENERAL ARE LISTED BELOW. REFER TO CSI DOCUMENT TD-2-4 FOR ANY ABBREVIATIONS LISTED ON THE DRAWINGS EM EX EXP F EWC EMT DISTR ELEC EF CPT Cu AHU CCTV CUH CKT CATV BRKR C AC AFG AFF A CLOSED CIRCUIT TELEVISION CABLE ANTENNA TELEVISION CONTROL POWER TRANSFORMER ELECTRICAL METALLIC TUBING EXPLOSION PROOF TYPE DEVICE ELECTRIC WATER COOLER ELECTRICAL EMERGENCY EXISTING DISTRIBUTION EXHAUST FAN FUSE COPPER BREAKER CONDUIT AIR CONDITIONER ABOVE FINISH FLOOR ABOVE FINISH GRADE AIR HANDLER UNIT CABINET UNIT HEATER CIRCUIT AMPS LTG LIGHTING DLH DAYLIGHT HARVESTING FAP FIRE ALARM PANEL FARA FIRE ALARM REMOTE ANNUNCIATOR TR TAMPER RESISTANT NO. OF POLES -AS NOTED) "3R" DENOTES NEMA "3R" POLES -AS NOTED) "3R" DENOTES NEMA "3R" SITE LUMINAIRE (TYPE AND MOUNTING AS NOTED; SINGLE SERVICE PRE-WIRED MULTIPLE OUTLET RACEWAY MAGNETIC MOTOR STARTER (STARTER SIZE NO. OF DUPLEX RECEPTACLE; QUADRUPLEX RECEPTACLE FLEXIBLE CONDUIT OR CABLE -AS NOTED) "3R" DENOTES NEMA "3R" ENCLOSURE, CONDUIT ROUTED UNDER FLOORSPACE OR UNDERGROUND COMBINATION MOTOR STARTER (STARTER SIZE, FUSE SIZE, PANELBOARD: SURFACE MOUNTED, FLUSH MOUNTED TRANSFORMER: (SIZE AS NOTED OR IN TRANSFORMER SAFETY SWITCH (SWITCH SIZE, FUSE SIZE, NO. OF POLES SPECIAL PURPOSE RECEPTACLE (TYPE AS NOTED) DUPLEX RECEPTACLE, FLUSH IN FLOOR JUNCTION BOX, CEILING OR WALL MOUNTED EMERGENCY EGRESS LUMINAIRE T1 SCHEDULE) 1/25/3 P1 60/45/3 3R, NF 1/3 6-30R P1 J 3R M 3R S M F R1 R1 DISTRIBUTION PANELBOARD PANEL DESIGNATION AS SHOWN VARIABLE FREQUENCY DRIVE CONDUIT, RISER UP CONDUIT, RISER DOWN VOICE/DATA TERMINAL BOARD PUSHBUTTON STATION "NF" DENOTES NONFUSED OR IN SPECIFICATIONS) MANUAL MOTOR STARTER MOTOR (BY DIVISION 1-25) SIMPLEX RECEPTACLE; DUPLEX RECEPTACLE; ENCLOSURE "NF" DENOTES NONFUSED CONTROL PANEL ENCLOSURE "NF" DENOTES NONFUSED SEE LUMINAIRE SCHEDULE) R1 SEE DRAWINGS ---- ---- SEE DRAWINGS SEE DRAWINGS SEE DRAWINGS SEE DRAWINGS SEE DRAWINGS ---- ---- ---- 72" 60" 46" 60" 60" 46" 60" ---- ---- ---- ---- J SYMBOL DESCRIPTION NOTED OTHERWISE HEIGHT UNLESS MOUNTING VFD CP XX ; F ----JUNCTION BOX WITH POWER CONNECTION TO ELECTRONIC FAUCET/DISPENSER 18" 46" (TYPE AND MOUNTING AS NOTED; SEE LUMINAIRE EMERGENCY LIGHTING BATTERY PACK W/INTEGRAL HEADS DUAL SERVICE FIELD WIRED MULTIPLE OUTLET RACEWAY W1 ; SCHEDULE)C1 SEE DRAWINGS 94" P1 ; B1 ; RECEPTACLE FOR EQUIPMENT AS INDICATED PS POWER SUPPLY ---- FLOOR RECESSED OUTLET BOX ---- FLOOR RECESSED / FIRE RATED "POKE THRU" OUTLET ASSEMBLY ---- HOME RUN BRANCH CIRCUIT (OVERHEAD) ---- HOME RUN BRANCH CIRCUIT (UNDERFLOOR) ---- ---- DUPLEX RECEPTACLE, WITH TWO USB PORTS U 18" COORD HT PR - PRINTER B - BLANKET WARMER CF - COPY/FAX MACHINE CM - COFFEE MAKER GD - GARBAGE DISPOSAL IM - ICE MACHINE M - MONITOR MW - MICROWAVE P - MEDICAL DISPENSER UNIT RF - FREEZER/REFRIGERATOR TV - TELEVISION OUTLET MOUNTED IN AV BOX UC - UNDER COUNTER REFRIG./FREEZER V - PATIENT VITALS MONITOR VD - VENDING MACHINE 18" 46" 18" 46" COORD HT COORD HT COORD HT COORD HT 58" SEE TECH COORD HT COORD HT 58" DH - DOOR HARDWARE ---- KE-* - KITCHEN EQUIPMENT; * DENOTES EQUIPMENT NUMBER COORD HT CW - CLOTHES WASHER 40" D - DIALYSIS UNIT COORD HT DEVICE SUFFIXES F C M AC WP WG FLOOR MOUNTED OUTLET CEILING MOUNTED OUTLET MODULAR FURNITURE OUTLET ABOVE COUNTER OUTLET WEATHER PROOF WIRE GUARD L LINE VOLTAGE TYPE W WALL MOUNTED S TOGGLE DISCONNECT SWITCH 46" LINE VOLTAGE SWITCH 2 - 2-POLE 3 - 3-WAY S 46" 4 - 4-WAY K - KEY OPERATED P - SWITCH WITH PILOT LIGHT TM - SWITCH WITH TIMER X EWC - ELECTRIC WATER COOLER 18" 1. SOME SYMBOLS MAY NOT BE USED. 2. MOUNTING HEIGHTS ARE TO CENTER OF DEVICE UNLESS NOTED OTHERWISE. 3. STRAIGHT LINES BETWEEN DEVICES INDICATE CONTROLLED CIRCUIT. 4. DASHED SYMBOLS INDICATE EXISTING DEVICES TO BE REMOVED. 5. SOLID SYMBOLS WITH SUBSCRIPT "R" INDICATE EXISTING DEVICES TO REMAIN. 6. DASHED SYMBOLS WITH SUBSCRIPT "REL" INDICATE EXISTING DEVICES TO BE RELOCATED. 7. SOLID SYMBOLS WITH SUBSCRIPT "RD" INDICATE RELOCATED DEVICES. SYMBOL DESCRIPTION NOTED OTHERWISE HEIGHT UNLESS MOUNTING 18" JUNCTION BOX FOR EQUIPMENT AS INDICATEDJ X DW - DISHWASHER EH - EXHAUST HOOD H - ELECTRIC HAND DRYER ---- COORD HT DH - DOOR HARDWARE ---- HVAC - HVAC CONTROLS ---- KE-* - KITCHEN EQUIPMENT; * DENOTES EQUIPMENT NUMBER SEE KIT DWGS SPECIAL PURPOSE RECEPTACLE FOR EQUIPMENT AS INDICATED 4"RA - NEMA 6-50R; RANGE CD - NEMA 14-30R; CLOTHES DRYER 34" LOW VOLTAGE OCCUPANCY SENSOR, CEILING MOUNTEDOS CEILING LOW VOLTAGE VACANCY SENSOR, CEILING MOUNTEDVS CEILING VS - VACANCY SENSOR SWITCH 0 - OCCUPANCY SENSOR SWITCH M - MOMENTARY CONTACT SWITCH D - DIMMER D3 - 3 WAY DIMMER LV 46"LOW VOLTAGE SWITCH, 1 ZONE, 2 BUTTON, ON AND OFF LV 46"LOW VOLTAGE SWITCH AS INDICATED 2 - 2 ZONE, 4 BUTTON, ON AND OFF SC - 4 BUTTON SCENE SELECTOR D 46"LOW VOLTAGE SWITCH AS INDICATED D 46"LOW VOLTAGE DIMMER, 1 ZONE, 4 BUTTON, ON, OFF, RAISE, LOWER 2 - 2 ZONE, 6 BUTTON, ON/OFF, RAISE, LOWER SC - 4 BUTTON SCENE SELECTOR G - GRAPHIC USER INTERFACE ---- LUMINAIRE SCHEDULE) SHADED AREA DENOTES SHOWN) (TYPE AND MOUNTING AS NOTED; SEE "R2", "W2"; SEE LUMINAIRE SCHEDULE CEILING OR WALL MOUNTED LUMINAIRE TYPE EXIT SIGN FIXTURE (WITH DIRECTIONAL ARROWS AS W2R2 ; W2 X1 ; ; X1 SEE DRAWINGS 94" FACE RECEPTACLE CABLE DROP, REFER TO DETAIL J CEILING ON SHEET E7.01 QUADRUPLEX (DOUBLE DUPLEX) RECEPTACLE ;; GROUND FAULT INTERRUPTER ; XX ; MS - MOTORIZED SCREEN ---- WS - MOTORIZED WINDOW SHADES ---- S SWITCH FURNISHED BY OTHERS FOR EQUIPMENT AS INDICATED 46" SD - SMOKE DAMPER ---- SP - ELEVATOR SUMP PUMP; MOUNT IN PIT 46" FN - SYSTEM FURNITURE 18" MS - MOTORIZED SCREEN LUMINAIRE: TYPE "R1"; SEE LUMINAIRE SCHEDULE W1 CR CORD REEL CEILING SYMBOL DESCRIPTION NOTED OTHERWISE HEIGHT UNLESS MOUNTING FIRE ALARM MANUAL PULL STATION; K, KEY OPERATED TYPE CEILING MOUNTED FIRE ALARM SMOKE DETECTOR; DUCT MOUNTED FIRE ALARM SMOKE DETECTOR FL T ; FIRE ALARM MAGNETIC DOOR HOLDER FIRE ALARM FLOW SWITCH (BY DIVISION 22) FIRE ALARM TAMPER SWITCH (BY DIVISION 22) HEAT DETECTOR ---- ---- 72" ---- 48" FIRE ALARM VISUAL DEVICE COMBINATION FIRE ALARM AUDIBLE AND VISUAL DEVICE ---- LENS LOCATED DH S HS S ELEVATOR RECALLER ---- ≥ 6" FROM CEILING FIRE ALARM AUDIBLE DEVICE ≥ 90" TO TOP OF DEVICE WITHIN 80" TO 96" LENS LOCATED WITHIN 80" TO 96" TO TOP OF DEVICE * * = # OF DATA REQUIRED, SYMBOL WILL BE ON DATA SHEET * WITH QUANTITY * = # OF DATA REQUIRED, SYMBOL WILL BE ON DATA SHEET WITH QUANTITY J D PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 2021-0012 20297 ELECTRICAL SYMBOLS AND LEGENDS 04 MARCH 2022 E0.00Stanley J. Kmonk Dustin J. Ruby Garrett W. Strauss MEDVET CARMEL - ANIMAL HOSPITAL650 MAYFLOWER PARK DRIVE|CARMEL, IN 46032RENOVATION AND ADDITIONELECTRICAL SHEET INDEX SHEET NUMBER SHEET NAME E0.00 ELECTRICAL SYMBOLS AND LEGENDS E0.01 ELECTRICAL SITE PLAN - ENABLING/DEMO E0.02 ELECTRICAL SITE PLAN - NEW WORK E1.01 FIRST FLOOR - DEMOLITION PLAN E1.02 SECOND FLOOR - DEMOLITION PLAN E2.01A FIRST FLOOR - LIGHTING PLAN AREA A E2.01B FIRST FLOOR - LIGHTING PLAN AREA B E2.01C FIRST FLOOR - LIGHTING PLAN AREA C E2.01D FIRST FLOOR - LIGHTING PLAN AREA D E2.02A SECOND FLOOR - LIGHTING PLAN AREA A E2.02B SECOND FLOOR - LIGHTING PLAN AREA B E2.02C SECOND FLOOR - LIGHTING PLAN AREA C E2.02D SECOND FLOOR - LIGHTING PLAN AREA D E2.02E SECOND FLOOR - LIGHTING PLAN AREA E E3.01A FIRST FLOOR - POWER PLAN AREA A E3.01B FIRST FLOOR - POWER PLAN AREA B E3.01C FIRST FLOOR - POWER PLAN AREA C E3.01D FIRST FLOOR - POWER PLAN AREA D E3.01M FIRST FLOOR - MECHANICAL POWER PLAN E3.02A SECOND FLOOR - POWER PLAN AREA A E3.02B SECOND FLOOR - POWER PLAN AREA B E3.02C SECOND FLOOR - POWER PLAN AREA C E3.02D SECOND FLOOR - POWER PLAN AREA D E3.02E SECOND FLOOR - POWER PLAN AREA E E3.02M SECOND FLOOR - MECHANICAL POWER PLAN E3.03 ROOF - POWER PLAN E4.01 ELECTRICAL ENLARGED PLANS E5.01 ELECTRICAL SCHEDULES E5.02 ELECTRICAL SCHEDULES E5.03 ELECTRICAL SCHEDULES E5.04 ELECTRICAL SCHEDULES E6.01 ONE LINE DIAGRAM - EXISTING E6.02 ONE LINE DIAGRAM - NEW WORK E6.03 ONE LINE SCHEDULES E6.04 ONE LINE SCHEDULES E7.01 ELECTRICAL DETAILS E7.02 ELECTRICAL DETAILS E7.03 ELECTRICAL DETAILS DUMPSTER PAD EX. GRASS EX. GRASS EX. GRASS EX. GRASS EX. GRASS EX. GRASS EX. GRASS EX. GRASS EX. GRASS MAYFLOWER PARK SIGN EX. GRASS VET CLINIC SIGN 15" CMP P.O.B. PARCEL 1 EXCEPTION RIPRAP LIFT STATION RIPRAP14' GRAVELDRIVEW. 96TH STREET (PUBLIC R/W)MAYFLOWER PARK DRIVE (PRIVATE STREET)PER PLAT, INST. #2000-45586 SEC. 7-17-03 80' Stri p per Quitclaim Inst. No. 2014-053577 75' U.&D.E. P.O.B. PK NAIL FOUND FLUSH PK NAIL FOUND FLUSH CAPPED REBAR FOUND FLUSH AT PROP. CORNER . POND POND WM Site Address: 9650 Mayflower Park Drive Carmel, Indiana 46032 RETAINING WALL EXISTING SWALE STMCO WOODS WOODS WOODS WOODS 15' B.S.L. 15' B.S.L.15' B.S.L.IRVING MATERIALS, INC. INST. NO. 9913085 KRUSE PROPERTIES, LLC. INST. NO. 2007-19093 MAYFLOWER PARK ASSOC. EX. CONCRETE ASPH. PAVEMENT ASPH. PAVEMENT ASPH. PAVEMENT ASPHALT ASPHALT ASPHALT 6" CONC. CURB 6" CONC. CURB6"CONC.CURBASPHALT 10' AMERITECH EASEMENT IN.#'9709748111, B-2(#14) 30' DRAIN. ESMT. PER PLAT 30' DRAIN. ESMT. PER PLAT 80.00' I./E/ ESMT. U.&D.E. & S.E PER PLAT. 30' GAS LN.ESMT.INST. #9709741841B-2(#12) EXISTING SWALE EX. ROAD CENTERLINE EXISTING BUILDING 1 STY. CONCRETE BLOCK 10,133 SQ. FEET BUILDING HT.: 34.7' 6" CONC. CURB EX. GUARDRAIL S 90°00'00" E 475.01' N 76°47'08" W 499.98'N 00°12'00" E414.21'S 01°06'55" E528.61'15' B.S.L.602.58'24.9'36.2' Glennco Realty LLC1175.6' 1161.2'1775.3'5.6' 1017.59'N 00°12'00" E50.00'S 90°00'00" E 70.00' S 90°00'00" E 10.00'N 00°12'00" E380.95'73.25' 426.73' LOT 3 BLOCK 1 Area less Exception: 4.953 Ac.+/- 2 3 1 4 4 5 5 5 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 2021-0012 20297 ELECTRICAL SITE PLAN - ENABLING/DEMO 04 MARCH 2022 E0.01Stanley J. Kmonk Dustin J. Ruby Garrett W. Strauss MEDVET CARMEL - ANIMAL HOSPITAL650 MAYFLOWER PARK DRIVE|CARMEL, IN 46032RENOVATION AND ADDITION60'90'30'0 SITE PLAN SCALE: 1" = 30'-0"1 ELECTRICAL SITE PLAN EXISTING N CODED NOTES 1. REMOVE EXISTING UTILITY COMPANY TRANSFORMER AND RELOCATE EXISTING NATURAL GAS EMERGENCY GENERATOR. 2. PROVIDE NEW CONRETE PAD FOR TEMPORARY LOCATION OF RELOCATED EXISTING EMERGENCY GENERATOR. 3. 200 AMP, 208/120 VOLT, 3 PHASE EMERGENCY FEEDER. ROUTE THROUGH BUILDING TO AUTOMATIC TRANSFER SWITCH IN EXISTING MAIN ELECTRICAL ROOM. PROVIDE CONTROL WIRING FOR GENERATOR. 4. EXISTING SITE LIGHTING POLE AND BASE TO REMAIN. FIXTURE HEAD IS TO BE DEMOLISHED. CONTRACTOR TO VERIFY IN FIELD POLE HEIGHT. 5. EXISTING SITE LIGHTING POLE/BASE AND FIXTURE HEAD TO BE DEMOLISHED. T T PED T PED T POND Wetland W. 96TH STREET (PUBLIC R/W)MAYFLOWER PARK DRIVE (PRIVATE STREET)PER PLAT, INST. #2000-45586POND POND WM Site Address: 9650 Mayflower Park Drive Carmel, Indiana 46032 RETAINING WALL EXISTING SWALE STMCO EX. RIGHT-OF-WAY WOODS WOODS WOODS WOODS 15' B.S.L. 15' B.S.L.15' B.S.L.KRUSE PROPERTIES, LLC. EX. CONCRETE ASPH. PAVEMENT ASPH. PAVEMENT ASPH. PAVEMENT ASPH. PAVEMENT ASPH. PAVEMENT ASPHALT ASPHALT ASPHALT 6" CONC. CURB 6" CONC. CURB6"CONC.CURBASPHALT 12 5 11 10' AMERITECH EASEMENT IN.#'9709748111, B-2(#14) 30' DRAIN. ESMT. PER PLAT 80.00' I./E/ ESMT. U.&D.E. & S.E PER PLAT. 15' U.& D.E. & TCG ESMT. IN.#'9809839555 30' GAS LN.ESMT.INST. #9709741841B-2(#12) EXISTING SWALE EX. ROAD CENTERLINE EXISTING BUILDING 1 STY. CONCRETE BLOCK 10,133 SQ. FEET BUILDING HT.: 34.7' 6" CONC. CURB EX. GUARDRAIL LOT 3 BLOCK 1 Area less Exception: 4.953 Ac.+/- LOT 2 BLOCK 1 -MAYFLOWER PARK MORIDEN AMERICA INC. INST. NO. 2014-45483 LOT 1 BLOCK 7 PERFORMANCE SERVICES REAL ESTATE LLC INST. #2015-25148 80' Strip per Quitclaim Inst. No. 2014-053577 75' U.&D.E. PK NAIL FOUND FLUSH PK NAIL FOUND FLUSH CAPPED REBAR FOUND FLUSH AT PROP. CORNER MSE CAPPED REBAR FOUND FLUSH 0.38' EAST & 0.12' SOUTH OF PROP. CORNER . PROPOSED BUILDING ADDITION STMSTMSTM STM STMRDRDRDRDRD DS DS DS CO CO 3 1 4 2 6 7 9 8 P2 P2 P1 P1 P1 P1 P1 P1 P1 L1-2 10 10 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 2021-0012 20297 ELECTRICAL SITE PLAN - NEW WORK 04 MARCH 2022 E0.02Stanley J. Kmonk Dustin J. Ruby Garrett W. Strauss MEDVET CARMEL - ANIMAL HOSPITAL650 MAYFLOWER PARK DRIVE|CARMEL, IN 46032RENOVATION AND ADDITIONN 60'90'30'0 SITE PLAN SCALE: 1" = 30'-0"1 ELECTRICAL SITE PLAN NEW CODED NOTES 1. PROVIDE NEW CONCRETE PAD FOR NEW UTILITY COMPANY TRANSFORMER. 2. PROVIDE 2 -5" UNDERGROUND CONDUITS FOR UTILITY COMPANY PRIMARY CABLING. 3. PROVIDE 1600 AMP SERVICE INTO NEW ELECTRICAL ROOM. 4. PROVIDE 300 KW, 480/277 VOLT, DIESEL EMERGENCY GENERATOR. 5. PROVIDE EMERGENCY FEEDERS TO ELECTRICAL EQUIPMENT. 6. REFEED IN PHASE 2. 7. EXISTING MAIN ELECTRICAL ROOM. 8. 3 WAY MANUAL TRANSFER SWITCH FOR GENERATOR MAINTENANCE. 9. NEW MEP ROOM WITH LIFE SAFETY ATS. 10. REUSE EXISTING POLE AND BASE. ONLY PROVIDE P1 FIXTURE HEAD AT THIS LOCATION. POLE HEIGHT IS ESTIMATED AT 20-25 FEET. CONTRACTOR SHALL VERIFY POLE HEIGHT IN FIELD PRIOR TO ORDERING. S KJ S S J J JJ D AP S SSS S M S J x1 x1x5x6x6.5 x7 x7x8 x9 x10 x12 x11 x11 x4 x3 x5.5 xA xB xC xD xE xF x2 M1,R M2,R ATS,R MDP,RR FACP R R 1 RR RR R R R R R R R R R R R R R R R R R R R 2 2 2 2 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A BCD 20297 FIRST FLOOR - DEMOLITION PLAN 04 MARCH 2022 E1.01Stanley J. Kmonk Dustin J. Ruby Garrett W. Strauss MEDVET CARMEL - ANIMAL HOSPITAL650 MAYFLOWER PARK DRIVE|CARMEL, IN 46032RENOVATION AND ADDITIONN 0'4'8'2'1' FLOOR PLAN SCALE: 1/8" = 1'-0"1 FIRST FLOOR - DEMOLITION PLAN GENERAL NOTES 1. EXISTING FIRE ALARM SYSTEM/DEVICES ARE TO REMAIN DURING INITIAL CONSTRUCTION PHASE UNTIL NEW FIRE ALARM SYSTEM IS INSTALLED IN NEW ADDITION. EXISTING FIRE ALARM SYSTEM/DEVICES SHALL BE DEMOLISHED AFTER NEW SYSTEM IS INSTALLED AND TESTED. CODED NOTES 1. EXISTING AUTOMATIC TRANSFER SWITCH (ATS) TO REMAIN IN OPERATION DURING CONSTRUCTION. ATS SHALL BE DEMOLISHED AFTER NEW GENERATOR IS OPERATIONAL. 2. EXISTING BUILDING MOUNTED WALL PACKS ARE TO REMAIN. EXISTING CIRCUIT SHALL REMAIN. x5x6.5x7x8 x10 x10 xA xB xC xD xE xF x2 x2 R R 11 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A B CDE 20297 SECOND FLOOR - DEMOLITION PLAN 04 MARCH 2022 E1.02Stanley J. Kmonk Dustin J. Ruby Garrett W. Strauss MEDVET CARMEL - ANIMAL HOSPITAL650 MAYFLOWER PARK DRIVE|CARMEL, IN 46032RENOVATION AND ADDITIONN 0'4'8'2'1' FLOOR PLAN SCALE: 1/8" = 1'-0"1 SECOND FLOOR - DEMOLITION PLAN GENERAL NOTES 1. EXISTING FIRE ALARM SYSTEM/DEVICES ARE TO REMAIN DURING INITIAL CONSTRUCTION PHASE UNTIL NEW FIRE ALARM SYSTEM IS INSTALLED IN NEW ADDITION. EXISTING FIRE ALARM SYSTEM/DEVICES SHALL BE DEMOLISHED AFTER NEW SYSTEM IS INSTALLED AND TESTED. CODED NOTES 1. EXISTING FLOOD LIGHTING FIXTURE TO REMAIN. EXISTING CIRCUIT SHALL REMAIN. WAITING ROOM 101 VESTIBULE 100 CAT-FRIENDLY WAITING 103 STAIR 104 RR 105T OPEN TO ABOVE SEE 2ND FLOOR RCP RECEPTION 102 TRIAGE 107A EXAM 2 122 EXAM 6 126 GRIEF 138 R5 R5 R5 R5 R5 R5 R5 R5 R5R5R5 R5 R5 R5 R5 R5 R2 R2 R2 R2 R2 R2 R2 R2 R1 R1 X6 R5 R5 W4 W4 X6 W X6 1 VS VS X6 X6 ,NL ,NL VS R5 R5 R1R1 R1 R1 L1-1 R5 R1R1 2 W7 W7 W7 W7 RR PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A BCD 20297 FIRST FLOOR - LIGHTING PLAN AREA A 04 MARCH 2022 E2.01AStanley J. Kmonk Dustin J. Ruby Garrett W. Strauss MEDVET CARMEL - ANIMAL HOSPITAL650 MAYFLOWER PARK DRIVE|CARMEL, IN 46032RENOVATION AND ADDITIONN 0'2'4'1' FLOOR PLAN SCALE: 1/4" = 1'-0"1 FIRST FLOOR LIGHTING PLAN - AREA A CODED NOTES 1. SEE SHEET E2.02A FOR LIGHTING IN THIS AREA. 2. CIRCUIT TO FIXTURES UP HIGH IN THIS AREA. REFER TO E2.02A FOR CONTINUATION. GENERAL NOTES 1. ALL EXIT AND EMERGENCY FIXTURES ON THIS SHEET SHALL BE CIRCUITED TO EP-1, UNLESS NOTED OTHERWISE. ISOLATION 111 JC 111C ISOLATION 111B CAT WARD 110 ANTE 111A PHARMACY 109 TRAUMA 108 TRIAGE 107A RR 106T ER/TRIAGE 107 EXAM 1 121 MEP 135 EX MEP 120 RR 114T JAN. 107D XRAY 113 CORRIDOR X150 ONCOLOGY SHELL SPACE 117 CARDIOLOGY 118 ECHO 118C LAUNDRY 116 WARD 115 BARKING ROOM 115A ICU 112 CLINCAL TEAM 107B PROCEDURE ROOM 107C O O V O V O O O O O O O O OVO OOO V O O O O O O O O O O O OO V O O O O O O O V O V O V O V O V O V OOO O O V O V O V O V O V O MECH 116A O VO VO VO V WORK RM 118A PRIVATE WK RM 118B O VO V R3 R3 R3R3R3 R3 R3 R3,NL R3 R3 R3,NL R3 R3 R2 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R2 R2 R2 R2 R2 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3R3R3R3 R3 R3,NL R3 R3 R3 R3R3 R3 R3 R3 R3 R3 R3 R3 R3R3R3 R3R3 R3 R3 R1 R1 VS VS VS1 X6 W VS R3 VS R3 1 R3 R3 R3 R3 R3 R3 R3R3R3R3 R3 R3 R3R3R3R3R3 R3 R3 R3 1 1 1 S10 W S10 S10 VS W R2 R2 VS 1 VS 1 VS VS 1 VS VS VS 1 S10 W VS 1 1 VS 1 1 1 W R3 R3 R3 SP2-26 SP2-24 SP2-22 SP2-20 L1-3 SP2-8 SP2-10 SP2-12 SP2-28 SP2-14 SP2-16 SP2-18 VS R2 R2 R1 S10S10 116A S10 S10 W7 W7 W7 R R3 E7.02 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A BCD 20297 FIRST FLOOR - LIGHTING PLAN AREA B 04 MARCH 2022 E2.01BStanley J. Kmonk Dustin J. Ruby Garrett W. Strauss MEDVET CARMEL - ANIMAL HOSPITAL650 MAYFLOWER PARK DRIVE|CARMEL, IN 46032RENOVATION AND ADDITIONN 0'2'4'1' FLOOR PLAN SCALE: 1/4" = 1'-0"1 FIRST FLOOR LIGHTING PLAN - AREA B CODED NOTES 1. JUNCTION BOX FOR POWER CONNECTION TO OVERHEAD EXAM LIGHT. GENERAL NOTES 1. ALL EXIT AND EMERGENCY FIXTURES ON THIS SHEET SHALL BE CIRCUITED TO EP-3, UNLESS NOTED OTHERWISE. SHELLED CT 152A GRIEF 137 CORRIDOR X110 GRIEF 138 EXAM 6 126 EXAM 2 122 CORRIDOR X110 RR 106T CORRIDOR X110 EXAM 15 136 EXAM 3 123 EXAM 1 121 MEP 135 EX MEP 120 EXAM 11 131 EXAM 12 132 EXAM 13 133 EXAM 10 130 EXAM 7 127 EXAM 4 124 EXAM 5 125 EXAM 8 128 EXAM 9 129 EXAM 14 134 CORRIDOR X140 CORRIDOR X150 DOCTORS OFFICE 142 ENDOSCOPY 143A INTERNAL MEDICINE 143 I.M. PRIVATE WORK 143B SURGERY RECEIVING 141 RR 140T STAIR 139 ELEVATOR 0000 RR 139T ECHO 118C CARDIOLOGY 118 RR 119T CORRIDOR X120 CORRIDOR X130 O OVO VO V O O O VO VO V SURG RECEIVING WK RM 141A SEE 2ND FLOOR RCP RAD. TECH WORK AREA 152 R3 R3 R3 R3 R3 R3 R2 R3R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3,NL R3 R2,NL R2 R3 R3,NL R3 R3 R2,NL R2 R3R3 R2,NL R2 R2 R2,NL R2 R2,NL R2 R3 R2 R2,NL R2 R2 R2,NL R2,NL R2 R2 R2,NL R3,NL R3 R3 R2 X6 X6 X6 X6 VS X6A X6 X6A X6 VS VS X6 VSVS X6 VS VS VS VS VS VS VS VS VS VS VS W W4W4 W4 W4 W4 X6 X6 W 11 VS 1 1 VS 1 1 X6A R3 S10 L1-5 SP1-43 SP1-41 SP1-39 R2 WP W R2 R2 R2 R2 R2 R2 R2R2 R2 R2 R2 R2R2 R2 ?? R2 R2 R3 R3 R2 R2 R2 R2R2 R2 R2 R2 R2 R2 R2 R2 R2R2 R2 R2 EP-2 VS W7 W7 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A BCD 20297 FIRST FLOOR - LIGHTING PLAN AREA C 04 MARCH 2022 E2.01CStanley J. Kmonk Dustin J. Ruby Garrett W. Strauss MEDVET CARMEL - ANIMAL HOSPITAL650 MAYFLOWER PARK DRIVE|CARMEL, IN 46032RENOVATION AND ADDITIONN 0'2'4'1' FLOOR PLAN SCALE: 1/4" = 1'-0"1 FIRST FLOOR LIGHTING PLAN - AREA C CODED NOTES 1. JUNCTION BOX FOR POWER CONNECTION TO OVERHEAD EXAM LIGHT. GENERAL NOTES 1. ALL EXIT AND EMERGENCY FIXTURES ON THIS SHEET SHALL BE CIRCUITED TO EP-5 , UNLESS NOTED OTHERWISE. EX MRI CASSETTE 151 ELECT. 150 RECEIVING / MORGUE 149 READING RM 148 CORRIDOR X150 CORRIDOR X150 SHELL REHAB 146 ULTRASOUND 145 NEURO SHELL SPACE 144 OVA3.10CRR 147T R2 R3 R3 R1 R3,NL R3 R3 R3,NL R3 R3R3R3 R3 R3 R3 R3 W VS VS VS X6 S10 S10 S10 S10 S10 S10 L1-7 S10 S10 S10 S10 W7 W7 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A BCD 20297 FIRST FLOOR - LIGHTING PLAN AREA D 04 MARCH 2022 E2.01DStanley J. Kmonk Dustin J. Ruby Garrett W. Strauss MEDVET CARMEL - ANIMAL HOSPITAL650 MAYFLOWER PARK DRIVE|CARMEL, IN 46032RENOVATION AND ADDITIONN 0'2'4'1' FLOOR PLAN SCALE: 1/4" = 1'-0"1 FIRST FLOOR LIGHTING PLAN - AREA D GENERAL NOTES 1. ALL EXIT AND EMERGENCY FIXTURES ON THIS SHEET SHALL BE CIRCUITED TO EP-7 , UNLESS NOTED OTHERWISE. OPEN TO BELOW STAIR --- OR 1 201 OR 2 202 OR 3 203 FLUOROSCOPY OR 206 CORRIDOR X220 OR 4 204 CORRIDOR X210 R3 R3 R3R3 R3 R3 R3R3 R3 R3 R3 R3R3 R3 R3 R3,NL R3 R3 R3,NL SP3-34 VS VS VS SP3-36 X6 X6 X6 R3 R3 VS R12 R12 R12 R12 R12 R12 R12 2 R3 R R PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A B CDE 20297 SECOND FLOOR - LIGHTING PLAN AREA A 04 MARCH 2022 E2.02AStanley J. Kmonk Dustin J. Ruby Garrett W. Strauss MEDVET CARMEL - ANIMAL HOSPITAL650 MAYFLOWER PARK DRIVE|CARMEL, IN 46032RENOVATION AND ADDITIONN 0'2'4'1' FLOOR PLAN SCALE: 1/4" = 1'-0"1 SECOND FLOOR LIGHTING PLAN - AREA A GENERAL NOTES 1. ALL EXIT AND EMERGENCY FIXTURES ON THIS SHEET SHALL BE CIRCUITED TO EP-9 , UNLESS NOTED OTHERWISE. CODED NOTES 1. JUNCTION BOX FOR POWER CONNECTION TO OVERHEAD EXAM LIGHT. 2. CIRCUIT WITH OTHER FIXTURES IN WAITING ROOM ON FIRST FLOOR. SURGERY SUITE 210 CORRIDOR X220 DIRTY STERILE PROCESSING 207A CORRIDOR X210 OR 4 204 FLUOROSCOPY OR 206 DIRTY PROCEDURE 205 XRAY 208 CLEAN STERILE PROCESSING 207B TEAM WORK ROOM 210A DOCTORS 210B R3 R3,NL R3 R3 R3 R3 R3 R3 R3R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3R3 R3R3 R3 R3 R3 R3 R3R3 R3 R3 R3,NL R3 R3 R3 R3 R3 R3 R3 X6 VS X6 VS VS SP3- 1 VS 1 SP3-38 1 VS VS X6 SP3-40 SP3-42 1 1 L2-1 R3 R3 VS PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A B CDE 20297 SECOND FLOOR - LIGHTING PLAN AREA B 04 MARCH 2022 E2.02BStanley J. Kmonk Dustin J. Ruby Garrett W. Strauss MEDVET CARMEL - ANIMAL HOSPITAL650 MAYFLOWER PARK DRIVE|CARMEL, IN 46032RENOVATION AND ADDITIONN 0'2'4'1' FLOOR PLAN SCALE: 1/4" = 1'-0"1 SECOND FLOOR LIGHTING PLAN - AREA B CODED NOTES 1. JUNCTION BOX FOR POWER CONNECTION TO OVERHEAD EXAM LIGHT. GENERAL NOTES 1. ALL EXIT AND EMERGENCY FIXTURES ON THIS SHEET SHALL BE CIRCUITED TO EP-11 , UNLESS NOTED OTHERWISE. RR 220T MARKETING CLOSET 218 CAT I-131 ANTE RM 219 CAT I-131 219A CLINCAL MANAGERS 217 OFFICE 216 OFFICE 215 WORK STATIONS 214 CORRIDOR X230 COMMUNICATIONS 211 OFFICE 212 OFFICE 213OVA3.20DA3.20DO R3 R3 R3 R3 R3 R3 R3 R3R3R3,NL R2 R3 R3 R3,NL R3 R3 R3 R3 R3 R3 R3 R3,NL R3 R3 R3 R3 R3 R3 R3 SP3-44 1 VS W VS VS VS W VS VSVSVS VS R3 R3 L1-3 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A B CDE 20297 SECOND FLOOR - LIGHTING PLAN AREA C 04 MARCH 2022 E2.02CStanley J. Kmonk Dustin J. Ruby Garrett W. Strauss MEDVET CARMEL - ANIMAL HOSPITAL650 MAYFLOWER PARK DRIVE|CARMEL, IN 46032RENOVATION AND ADDITIONN 0'2'4'1' FLOOR PLAN SCALE: 1/4" = 1'-0"1 SECOND FLOOR LIGHTING PLAN - AREA C CODED NOTES 1. JUNCTION BOX FOR POWER CONNECTION TO OVERHEAD EXAM LIGHT. GENERAL NOTES 1. ALL EXIT AND EMERGENCY FIXTURES ON THIS SHEET SHALL BE CIRCUITED TO EP-13 , UNLESS NOTED OTHERWISE. CENTRAL SUPPLY 223 ELEVATOR CHASE 00 STAIR PRIVATE WORK 221A DENTISTRY 221 O V O V O V O V O CORRIDOR X240 DENTISTRY WK RM 221BA3.20EA3.20EA3.20CA3.20CA3.10AA3.10AJ.C. 222 R3 R3 R3 R3R3R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3R3R3R3 VS VS R3 R2AR2A R2A R2A R2A R2A R2A R2A R2A R2A R2A R2A R2A R2A R2AR2A S10 W L2-5 NL NL NL 1 1 1 1 SP3-58 SP3-56 WP 2 3 3 4 (TYP) 4 4 (TYP) 4 (TYP) 3 E7.02 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A B CDE 20297 SECOND FLOOR - LIGHTING PLAN AREA D 04 MARCH 2022 E2.02DStanley J. Kmonk Dustin J. Ruby Garrett W. Strauss MEDVET CARMEL - ANIMAL HOSPITAL650 MAYFLOWER PARK DRIVE|CARMEL, IN 46032RENOVATION AND ADDITIONN 0'2'4'1' FLOOR PLAN SCALE: 1/4" = 1'-0"1 SECOND FLOOR LIGHTING PLAN - AREA D GENERAL NOTES 1. ALL EXIT AND EMERGENCY FIXTURES ON THIS SHEET SHALL BE CIRCUITED TO EP-15, UNLESS NOTED OTHERWISE. CODED NOTES 1. JUNCTION BOX FOR POWER CONNECTION TO OVERHEAD EXAM LIGHT. 2. CIRCUIT WITH FIXTURES BELOW AT BOTTOM OF ELEVATOR PIT. 3. FIXTURES ARE LOCATED NEAR TOP OF HOISTWAY. 4. FIXTURES IN RATED CEILING SHALL BE MOUNTED DIRECTLY TO SURFACE. PROVIDE JUNCTION BOX IN CEILING TO MOUNT FIXTURE. PROVIDE ALL HARDWARE NECESSARY TO MOUNT FIXTURE TO SURFACE. KITCHENETTE 231 MOTHERS ROOM 225 IT 226 RR 228T RR 227T WELLNESS 229 BREAK ROOM 230 LOCKER ROOM 224 CORRIDOR X250 A3.20DA3.20DCONFERENCE ROOM 232 R3 R3 R3 R3 R3 R3R3R3R3R3 R3 R3 R3,NL R3 R3 R3 R3 R3 R3 R3R3R3 R3 R3 R3 R3,NL R3 R3 R3,NL R3 R3 R3 R2 R3 R2 X6 X6 VS VS W W W VS L2-7 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A B CDE 20297 SECOND FLOOR - LIGHTING PLAN AREA E 04 MARCH 2022 E2.02EStanley J. Kmonk Dustin J. Ruby Garrett W. Strauss MEDVET CARMEL - ANIMAL HOSPITAL650 MAYFLOWER PARK DRIVE|CARMEL, IN 46032RENOVATION AND ADDITIONN 0'2'4'1' FLOOR PLAN SCALE: 1/4" = 1'-0"1 SECOND FLOOR LIGHTING PLAN - AREA E GENERAL NOTES 1. ALL EXIT AND EMERGENCY FIXTURES ON THIS SHEET SHALL BE CIRCUITED TO EP-17 , UNLESS NOTED OTHERWISE. UP M F PS PS PS PS PS AO AO x1 x5x6x6.5x7x8x10x11 x5.5 WAITING ROOM 101 STAIR 104 RR 105T VESTIBULE 100 CAT-FRIENDLY WAITING 103 xA xB xC xD E05 E34 E04 RECEPTION 102 E08 E08 E08 E08E123 E07 E06 E08 E08 E131 E07 E01 E03 E09A E10A E36 E22 x2 40"40"40" 40"40" 40" UC SP2- 2 TV PR PR 3 TR TR TR VDCMCM TR TR TR TR TR TR TR TR TRTR 4 M1-5 SP2-5 M1-7 SP2-1 M1-1 M1-3 M2-13 M2-15 M2-17 40"40" M1-9 TR TR TR TR SP2-40 WP PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A BCD 20297 FIRST FLOOR - POWER PLAN AREA A 04 MARCH 2022 E3.01AStanley J. Kmonk Dustin J. Ruby Garrett W. Strauss MEDVET CARMEL - ANIMAL HOSPITAL650 MAYFLOWER PARK DRIVE|CARMEL, IN 46032RENOVATION AND ADDITIONN 0'2'4'1' FLOOR PLAN SCALE: 1/4" = 1'-0"1 FIRST FLOOR POWER PLAN - AREA A CODED NOTES 1. NOT USED. 2. GENERATOR REMOTE ANNUNCIATOR. 3. FIRE ALARM REMOTE ANNUNCIATOR. 4. RESTROOM EXHAUST FAN TO BE CONTROLLED WITH LIGHTING SWITCH IN ROOM. M CR CR CR CR CR CR CR CR CR CR CR CR F CR CR CR CR CR M JM M F F F F F M M PS PS J PS J CR CR J J J PS J PS J JJJJJJJ J J J J CRx1 D A C B x4 x3x5.5 ER/TRIAGE 107 PHARMACY 109 CAT WARD 110 TRAUMA 108TRIAGE 107A ISOLATION 111B ISOLATION 111 ANTE 111A ICU 112 CLINCAL TEAM 107B PROCEDURE ROOM 107C XRAY 113 JAN. 107D RR 114T EX MEP 120 EXAM 1 121 MEP 135 RR 106T CORRIDOR X150 CARDIOLOGY 118 ECHO 118C ONCOLOGY SHELL SPACE 117 LAUNDRY 116 WARD 115 BARKING ROOM 115A LEASH TIE LEASH TIE LEASH TIE 26 27 2825 xD xE xF LEASH TIE LEASH TIE LEASH TIE E13 E03A E09A E10A E06 E06E07 E31 E09A E10A E23 E23 E11 E65 E23 E09AE10A E32 E32 E40E40 E32 E32 E09AE10A E32 E32E41 E08 E06 E07 E08 E17 E66 E23 E23 E23 E11C E42 E23 E08 E08 E08 E10A E09A E08 E06 E07 E08 E08 E23 E23 E23 E23 E23 E23 E11C E42A E17 E42A E17 E11C E28 E46 E10A E09A E31 E10A E09A E22 E08E08 E08 E06 E07 E08E08 E64 E09A E10A E45 E01 E05 E04E34 E58BE58B E08 E08 E20 E08 E08 E08 E06 E07 E01 E18 E17 E11 E11 E23 E23 E08 E08 E01 E01 E10A E09A E29 E09A E10A E32B E42B E23 E59A E58B ABOVE E03 E13 E20 E09A E10A E28 E11C E41 E32 E32 E32 E32 E43 E32E32E32E32E32E32 E03A HALF RUN E32 E32 E41 E72 E72 E126 E03 E61 E23 E10A E09A E09A E10A E17 E11C E23 E23 E23 E23 E42 E11C E01 E06 E13 E08 E08 E07 E10A E09A E32 E32 E32 E32 E84 E84 E84 E08 E59 E59 E03 E65 E11 E09A E10A E32 E19 E76 E19 E53 E52 E77 E51 E91 E50 E15 E28 E03 Y Z MECH 116A E08 E13 E03 E-01 E4.01 1 40"40"40" 40"40"40" PR 40" 1 GD 18" 18" 18" 1 39" 39" 39" 39" M PR 40" 40" 1 1 UC 40" 40" 40" PR 40" 40" PR 1 60" 18" 18" 1 1 40" 40" 40" 18" 40" 1 1 18" 18" 18" 18" 60"18" 39" 39" 39" 39" 39" 39" 1 M 40" SP2-45 2 RF PR 40"40" 40" 40"40" 40" 18" 18" 18" M M RF 40" PR M 4 3 MW,60" UC DW SP2-31 40" 2 UC SP2-4 SP2-6 M1-36 M1-34 M M1-38 M1-32 SP2-2 3 M1-30 M1-12 M1-14 SP2-59 SP2-61 M1-10 M1-6 M1-8 SP2-63 SP2-65 SP2-67 SP2-69 M1- UC SP2-57 SP2-77SP2-75SP2-73SP2-71 M1-28 EDP SP2-41 M1-2 M1-4 SP2-39 SP2-33 SP2-35 SP2-37 SP2-49 SP2-55 M1-41 M1-39 M1-37 SP2-53 SP2-51 SP2-15 SP2-17 SP2-19 SP2-21 SP2-23 M1-25 SP2-11 SP2-13 40" M1-22 SP2-43 M1-24 18" M1-26 SP2-81 SP2-83 SP2-79 M1-31 M1-33 M1-35 SP2-29 SP2-27 M1-23 M1-15 M1-11 M1-17,19 M1-21 SP2-7 SP2-9 M1-29 M1-27 M1-14 SP2-32 SP2-25 GD M2-21 GD M2- M2-23 5 D 39" 39" 39" 39" M2-19 1M2-30 M2-32 6-30R 6-30R M2-22,24 M2-25,27 8 D M1-20 5 39" 39" SP2-47 39" SP2-36 39" SP2-34 39" SP2-38 D D D 5 5 30" 30" SP2-30 7 7 1 96" TV D 5 96" 40" 18" 18" D D M1-13 5 6 M2-20 M2-18 M2-16 M2-14M2-12 M2-2 M2-4M2-6M2-10 M2-8 6 1 E7.02 2 E7.02 M1-16 M1-18 (TYP) (TYP) 3 E7.02 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A BCD 20297 FIRST FLOOR - POWER PLAN AREA B 04 MARCH 2022 E3.01BStanley J. Kmonk Dustin J. Ruby Garrett W. Strauss MEDVET CARMEL - ANIMAL HOSPITAL650 MAYFLOWER PARK DRIVE|CARMEL, IN 46032RENOVATION AND ADDITIONN 0'2'4'1' FLOOR PLAN SCALE: 1/4" = 1'-0"1 FIRST FLOOR POWER PLAN - AREA B CODED NOTES 1. SINGLE SERVICE MULTI-OUTLET RACEWAY. MOUNT ABOVE CAGES. REFER TO DETAIL D/E7.01. COORDINATE WITH ARCHITECTURAL DETAILS. 2. EMERGENCY OFF PUSHBUTTON. 3. RESTROOM EXHAUST FAN TO BE CONTROLLED WITH LIGHTING SWITCH IN ROOM. 4. PROVIDE 64 KVA LINE MATCH TRANSFORMER FOR XRAY. 5. JUNCTION BOX FOR POWER CONNECTION TO SO CORD DROP. PROVIDE JUNCTION BOX AT CEILING AND SO CORD DROP WITH DOUBLE DUPLEX OUTLET. CORD SHALL EXTEND DOWN TO TOP OF CAGE. REFER TO DETAILS. 6. JUNCTION BOX FOR POWER CONNECTION TO PRE-WIRED MULTI-OUTLET RACEWAY. REFER TO DETAILS. 7. RECEPTACLE MOUNTED IN CASEWORK. COORDINATE WITH ARCHITECTURAL DETAIL. 8. PRE-WIRED MULTI-OUTLET RACEWAY. MOUNT ABOVE COUNTER. PROVIDE TWO 120 VOLT CIRCUITS. M F F F M PS PS PS PS x7x9x12 D A C B x11 INTERNAL MEDICINE 143 ENDOSCOPY 143A DOCTORS OFFICE 142 I.M. PRIVATE WORK 143B SURGERY RECEIVING 141 RR 140T STAIR 139 ELEVATOR 0000 RR 139T CORRIDOR X150 RAD. TECH WORK AREA 152 SHELLED CT 152A EXAM 12 132 EXAM 11 131 EXAM 10 130 EXAM 13 133 EXAM 14 134 EXAM 9 129 EXAM 8 128 EXAM 5 125 EXAM 4 124EXAM 7 127 EXAM 15 136 EXAM 3 123 EXAM 6 126 EXAM 2 122 GRIEF 138 GRIEF 137 CORRIDOR X110 CORRIDOR X130 CORRIDOR X120 21 22 24 262023 25 xD xE xF E11 E11 E23 E23 E23 E11 E08 E08 E08 E08 E06 E07 E08 E08 E08 E08 E10A E09A E75 EX E10A E09A E127A E06 E07 E08 E08 E08 E01 E01 E09A E10A E23 E11 E23 E11 E08 E08 E08 E08 E08 E08 E08 E07E06 E10A E09A E10A E09A E08 E08 E08 E08 E09A E16 E18 E11 E11 E65 E11 SURG RECEIVING WK RM 141A E09A E10A E32 E23 E15 E32 E32 E01 E32 EXIST. EXIST. E09A E10A A4.10BE65 E11 E65 E11 E65 E11 E65 E11 E65 E11 E65 E11 E65 E11 E65 E11 E65 E11 E65 E11 E11 Y Z E09A E10A E65E65 E65 E11 E11 E07 30" DEPP COUNTER 24" DEPP COUNTER24" DEPP COUNTER 40"40"40"40"PR40"40"40"40"40"40"40" 40"40"40"40" M 18" 1 M 40" 40" 40" PR SP1-3 2 1 18" 1 M 40" 40" 40" 40"18" TR 40"40" 40" 40" 40" 40" TR TR TR TR TR 40"40" 40"40" 40" 40"40" 3 E4.01 3 P1-49 P1-51 P1-53 P1-55 P1-59 P1-57 P1-61 P1-47 SP1-9 SP1-7 P1-45 P1-43 P1-41 P1-39 SP1-1 P1-3 P1-1 P1-7 P1-9 P1-11 P1-13 P1-31 P1-25 P1-33 P1-27 P1-35 P1-29 P1-37 P1-21 P1-19 P1-23 P1-17 P1-15 P1-5 3 PR SP1-5 18" PR 40" P1-73 WP PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A BCD 20297 FIRST FLOOR - POWER PLAN AREA C 04 MARCH 2022 E3.01CStanley J. Kmonk Dustin J. Ruby Garrett W. Strauss MEDVET CARMEL - ANIMAL HOSPITAL650 MAYFLOWER PARK DRIVE|CARMEL, IN 46032RENOVATION AND ADDITIONN 0'2'4'1' FLOOR PLAN SCALE: 1/4" = 1'-0"1 FIRST FLOOR POWER PLAN - AREA C CODED NOTES 1. SINGLE SERVICE MULTI-OUTLET RACEWAY. MOUNT ABOVE CAGES. REFER TO DETAIL D/E7.01. COORDINATE WITH ARCHITECTURAL DETAILS. 2. ENDOSCOPY MACHINE. 3. RESTROOM EXHAUST FAN TO BE CONTROLLED WITH LIGHTING SWITCH IN ROOM. M F PS PS 21 2.2 D F A C B E EX MRI CASSETTE 151 ELECT. 150 RECEIVING / MORGUE 149 READING RM 148 CORRIDOR X150 SHELL REHAB 146 ULTRASOUND 145 NEURO SHELL SPACE 144 xD xD E17 E46 E08 E06 E07 E08 E08 E07 E08 E25A ST-2 ST-2 ST-2 E25A E25A RR 147T E09A E10A A4.10CE4.01 2 PR 40" FR FR FR 1 PR 40" 40"40" P1-63 SP1-25 SP1-23 P1-65 P1-67 P1-69 SP1-27 SP1-29 SP1-31 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A BCD 20297 FIRST FLOOR - POWER PLAN AREA D 04 MARCH 2022 E3.01DStanley J. Kmonk Dustin J. Ruby Garrett W. Strauss MEDVET CARMEL - ANIMAL HOSPITAL650 MAYFLOWER PARK DRIVE|CARMEL, IN 46032RENOVATION AND ADDITIONN 0'2'4'1' FLOOR PLAN SCALE: 1/4" = 1'-0"1 FIRST FLOOR POWER PLAN - AREA D CODED NOTES 1. RESTROOM EXHAUST FAN TO BE CONTROLLED WITH LIGHTING SWITCH IN ROOM. J M M CP M x1x5x6x6.5x7x8 x9 x10 x12 87654321 2.2 D F A C B x11 x4 x3 x5.5 E WAITING ROOM 101 STAIR 104 RR 105T EXAM 2 122 EXAM 6 126 RR 106T TRIAGE 107A TRAUMA 108 PHARMACY 109 CAT WARD 110 ISOLATION 111B ANTE 111A ISOLATION 111 ICU 112 CLINCAL TEAM 107B ER/TRIAGE 107 PROCEDURE ROOM 107C XRAY 113 RR 114T JAN. 107D WARD 115 BARKING ROOM 115A LAUNDRY 116 ONCOLOGY SHELL SPACE 117 CARDIOLOGY 118 ECHO 118C RR 119T ELEVATOR SURGERY RECEIVING 141 DOCTORS OFFICE 142 EX MEP 120 MEP 135 EXAM 1 121 EXAM 3 123 EXAM 4 124 EXAM 5 125 EXAM 8 128 EXAM 7 127 EXAM 15 136 GRIEF 138 GRIEF 137 EXAM 12 132 EXAM 11 131 EXAM 10 130 EXAM 13 133 EXAM 14 134 EXAM 9 129 SHELLED CT 152A RAD. TECH WORK AREA 152 EX MRI CASSETTE 151 ELECT. 150 RECEIVING / MORGUE 149 READING RM 148 SHELL REHAB 146 ULTRASOUND 145 NEURO SHELL SPACE 144 ENDOSCOPY 143A INTERNAL MEDICINE 143 CORRIDOR X150 RR 140T VESTIBULE 100 CORRIDOR X130 CORRIDOR X120 CORRIDOR X110 CORRIDOR X140 STAIR 139 21 21 22 22 24 24 26 26 27 27 28 28 20 20 23 23 25 25 xA xB xC xD xE xF RR 147T I.M. PRIVATE WORK 143B SURG RECEIVING WK RM 141A WORK RM 118A PRIVATE WK RM 118B x2 Y Y Z Z MECH 116A RR 139T RECEPTION 102 TB22-(1.5KW) TB24-(6.5KW) TB22-(4.0KW) TB22-(5.5KW) TB22-(3.0KW) TB22-(3.0KW) TB23-(4.5KW) TB23-(3.0KW) TB24-(9.0KW) MP1-17 20A MP1-15 20A 20A MP1-13 MP1-9 MP1-11 20A 20A 3R 20A MP1-7 20A MP1-5 20A MP1-3 20A MP1-1 3RM2-3 1/10/1 EXHAUST FAN EF3 1/3 HP,120 V EXHAUST FAN EF1 1/2 HP,120 V M2-11/15/1 DUCT HEATER DHC1 2.5 KW, 277 V MP1-2 20A DUCT HEATER DHC2 0.5 KW, 277 V DUCT HEATER DHC3 1.0 KW, 277 V MP1-4 MP1-6 UNIT HEATER UH1 3 KW, 277 V ? 20AMP1-8 VACUUM PUMP VP1 31.6 MCA, 208 V, 3 Ø DP1 M2-38 M2-40 RCP1 M2-42 AIR CONDITIONER AC1 TO ACCU1 ON ROOF PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A BCD 20297 FIRST FLOOR - MECHANICAL POWER PLAN 04 MARCH 2022 E3.01MStanley J. Kmonk Dustin J. Ruby Garrett W. Strauss MEDVET CARMEL - ANIMAL HOSPITAL650 MAYFLOWER PARK DRIVE|CARMEL, IN 46032RENOVATION AND ADDITIONN 0'4'8'2'1' FLOOR PLAN SCALE: 1/8" = 1'-0"1 FIRST FLOOR MECHANICAL POWER PLAN CR CRCR x5x8x10 CORRIDOR X220 OR 1 201 FLUOROSCOPY OR 206 OR 3 203 OR 2 202 CORRIDOR X210 OPEN TO BELOW xA xB xC xD E85 E67 E70E79A E72 E73 E71 E23A E01 CRAFTSMAN CART E01 CRAFTSMAN CART E74 E79A E70 CRAFTSMAN CART E67 E71 E72 E73 E74 E54 E23A E01 E23 E01 E79A E70 E67 E71 E72 E73 E74 CRAFTSMAN CART x2 E73 E70 MOBILE CART MOBILE CART MOBILE CART MOBILE CART 36" M 36" 36" 36" 36" M M 36" 36" 36" 36" P3-81 SP3-21 SP3-23 SP3-29 SP3-25SP3-27 M SP3-11 SP3-13 SP3-15 SP3-19 SP3-17 SP3-1 SP3-3 SP3-9 SP3-5 SP3-7 SP3-46 40" P3-83 40" 40" 40" PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A B CDE 20297 SECOND FLOOR - POWER PLAN AREA A 04 MARCH 2022 E3.02AStanley J. Kmonk Dustin J. Ruby Garrett W. Strauss MEDVET CARMEL - ANIMAL HOSPITAL650 MAYFLOWER PARK DRIVE|CARMEL, IN 46032RENOVATION AND ADDITIONN 0'2'4'1' FLOOR PLAN SCALE: 1/4" = 1'-0"1 SECOND FLOOR POWER PLAN - AREA A CR CR CRCRF CR CR J J J J CRJ x1x10 D x11 CORRIDOR X220 DIRTY STERILE PROCESSING 207A FLUOROSCOPY OR 206 CORRIDOR X210 OR 5 205 OR 4 204 XRAY 208 SURGERY SUITE 210 xD xE xF E17 E42A E32 E32 E32 E23 E23 E08 E08 E08 E72 E45 E01 E71 E79A E70 E67 E72 E73 E01 CLEAN STERILE PROCESSING 207B E59A E58B E71 E23A E85 E73 E72 E79AE70 E01 E79A E70 E73 E72 E71 E67 E13 E03 ST-2 ST-2 ST-2 ST-2 E23A E23A E56 E74 E74 E74 E89 CRAFTSMAN CART CRAFTSMAN CART E57 E55 (BELOW) (BELOW) ABOVE LEASH TIE E84 E13 E03 E17 E23 E23 LEASH TIE E84 E17 E07 E06 E08 E08E08 E08 E08 DOCTORS 210B TEAM WORK ROOM 210A E08 E08 E08 E08 E01 E01 E28 E29 x2 E57 E28 E55B Y Z MOBILE CART MOBILE CART 1 M40" 2 UC 40"40"40" 18" PR 40" 40" 40" 40" 40" 40" 40" 40" 40" 18" 18" UC 36" M 36" 36" 36"36" 36" 36" M SP3 L2 P3 MP2 MM P3-19 P3-13 P3-9 P3-11 P3-7 P3-15 SP3-83 39" SP3-81 39"39" 39" SP3-77 SP3-79 SP3-73 P3-3 P3-5 EDP SP3-63SP3-75 SP3-53 SP3-55 SP3-59SP3-51 SP3-47 SP3-43 SP3-45 SP3-47 SP3-49SP3-41 SP3-33 SP3-31SP3-35 SP3-37 SP3-39 SP3-65 SP3-67 P3-30 SP3-61 P3-28 39" 39" 39" 39" P3-34 P3-36P3-38P3-404 40" 18" P3-32 SP3-52 SP3-54 SP3-69,71 SP3-48,50 P3-17 3 P4 (TYP) 3 E7.02 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A B CDE 20297 SECOND FLOOR - POWER PLAN AREA B 04 MARCH 2022 E3.02BStanley J. Kmonk Dustin J. Ruby Garrett W. Strauss MEDVET CARMEL - ANIMAL HOSPITAL650 MAYFLOWER PARK DRIVE|CARMEL, IN 46032RENOVATION AND ADDITIONN 0'2'4'1' FLOOR PLAN SCALE: 1/4" = 1'-0"1 SECOND FLOOR POWER PLAN - AREA B CODED NOTES 1. SINGLE SERVICE MULTI-OUTLET RACEWAY. MOUNT ABOVE CAGES. REFER TO DETAIL D/E7.01. COORDINATE WITH ARCHITECTURAL DETAILS. 2. PROVIDE 65 KVA LINE MATCH TRANSFORMER FOR XRAY. 3. JUNCTION BOX FOR POWER CONNECTION TO INFRARED DOOR MOTOR (120 V). 4. JUNCTION BOX FOR POWER CONNECTION TO PRE-WIRED MULTI-OUTLET RACEWAY. REFER TO DETAILS. M F F 876 D A C B CAT I-131 219A CLINCAL MANAGERS 217 OFFICE 216 OFFICE 215 CORRIDOR X230 RR 220T COMMUNICATIONS 211 OFFICE 212 OFFICE 213 WORK STATIONS 214 xF MARKETING CLOSET 218 CAT I-131 ANTE RM 219 E129 E128 E23 E11 E09A E10A E07E06 E08 E08 E08 E08 E08 E08 E09A E10A E03 E07 E08 E08 E08 E08A4.20DA4.20DE08 E10A E09A E10A E09A E29 1 18" UC PR PR40"40" 40"40"40"40" 40" 40" 40" 40" SP3-4 SP3-2 P3-26 P3-20 2 P3-16 P3-18 P3-14 P3-12 P3-10 P3-2 P3-22 P3-24 P3-8 P3-6 P3-4 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A B CDE 20297 SECOND FLOOR - POWER PLAN AREA C 04 MARCH 2022 E3.02CStanley J. Kmonk Dustin J. Ruby Garrett W. Strauss MEDVET CARMEL - ANIMAL HOSPITAL650 MAYFLOWER PARK DRIVE|CARMEL, IN 46032RENOVATION AND ADDITIONN 0'2'4'1' FLOOR PLAN SCALE: 1/4" = 1'-0"1 SECOND FLOOR POWER PLAN - AREA C CODED NOTES 1. SINGLE SERVICE MULTI-OUTLET RACEWAY. MOUNT ABOVE CAGES. REFER TO DETAIL D/E7.01. COORDINATE WITH ARCHITECTURAL DETAILS. 2. RESTROOM EXHAUST FAN TO BE CONTROLLED WITH LIGHTING SWITCH IN ROOM. S CR F M J 6 6 54 D A C B x5.5 x5.5 CENTRAL SUPPLY 223 ELEVATOR 000 STAIR --- DENTISTRY 221 PRIVATE WORK 221A xF ST-2 ST-2 ST-2ST-2 ST-2 ST-2 ST-2ST-2 ST-2 ST-2 ST-2ST-2 ST-2 ST-2 ST-2 ST-2 ST-2 ST-2 ST-2 ST-2 ST-2 ST-2 E03A E08 E08 E08 E07 E121 E121 E121 E11 E23 E32 E08 E32 E32 E08 E08 E08 E08 E08 E08 E08 E08 E08 E07 E06 DENTISTRY WK RM 221B CT E102 E08 CHASE 00 A4.20CA4.20EA4.20BA4.20BA4.20CA4.20EDN E01 E98 E01 E13 E08 E08 E08E08E08 E08E08 J.C. 222 E121 E01 E01 E98 E23E23E23 RF 40" PR 1 ER 6-30R 40"40"40"40" 40"40"40"40" 40" 40"PR 40" 18" 18" SP3-32 P3-77 SP3-30 P3-73 P3-57,59 M M P3-71 P3-67 P3-65 P3-61 P3-63 P3-55 2 P3-62 P3-79 3 P3-75 P3-46 M P3-42 P3-44 P3-69 3 E7.02 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A B CDE 20297 SECOND FLOOR - POWER PLAN AREA D 04 MARCH 2022 E3.02DStanley J. Kmonk Dustin J. Ruby Garrett W. Strauss MEDVET CARMEL - ANIMAL HOSPITAL650 MAYFLOWER PARK DRIVE|CARMEL, IN 46032RENOVATION AND ADDITIONN 0'2'4'1' FLOOR PLAN SCALE: 1/4" = 1'-0"1 SECOND FLOOR POWER PLAN - AREA D CODED NOTES 1. SINGLE SERVICE MULTI-OUTLET RACEWAY. MOUNT ABOVE CAGES. REFER TO DETAIL D/E7.01. COORDINATE WITH ARCHITECTURAL DETAILS. 2. PROVIDE 120 VOLT POWER CONNECTION AND CONTROL WIRING TO MOTORIZED COILING FIRE DOOR. TIE INTO FIRE ALARM SYSTEM TO RELEASE UPON SMOKE DETECTION. M M M M PS 3 2 21 2.2 D A C B KITCHENETTE 231 BREAK ROOM 230 IT 226 MOTHERS ROOM 225 WELLNESS 229 RR 227T xF E04 E04 E03A E03A E05 E09A E10A E03 E61E61 E09AE10A E09AE10A RR 228T LOCKER ROOM 224 A4.20DA4.20DCONFERENCE ROOM 232 E01 E09A E10AE01 UC 18" VD VD RF RF MW,24" CM MW,60" 1 1 P3-45 P3-51 P3-53 P3-49 SP3-16 SP3-14 SP3-10 SP3-12 P3-47 P3-33 P3-31 P3-29 P3-35 P3-37 P3-41 P3-43 P3-39 P3-27 P3-23 SP3-8 SP3-18 SP3-28 SP3-26 SP3-24 SP3-22 SP3-20 GB TV P3-50 P3-52 2 P3-25 P3-48 18" 18" C P3-72 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A B CDE 20297 SECOND FLOOR - POWER PLAN AREA E 04 MARCH 2022 E3.02EStanley J. Kmonk Dustin J. Ruby Garrett W. Strauss MEDVET CARMEL - ANIMAL HOSPITAL650 MAYFLOWER PARK DRIVE|CARMEL, IN 46032RENOVATION AND ADDITIONN 0'2'4'1' FLOOR PLAN SCALE: 1/4" = 1'-0"1 SECOND FLOOR POWER PLAN - AREA E CODED NOTES 1. RESTROOM EXHAUST FAN TO BE CONTROLLED WITH LIGHTING SWITCH IN ROOM. 2. PROJECTION SCREEN. PROVIDE SWITCH AND MOTOR CONNECTION. M S SSSSM x1x5x6x6.5x7x8 x9 x10 x12 2.2 F A C B x11 x4 x3 x5.5 E BREAK ROOM 230 KITCHENETTE 231 MOTHERS ROOM 225 IT 226 WELLNESS 229 RR 228T RR 227T CENTRAL SUPPLY 223 ELEVATOR STAIR --- DENTISTRY 221 SURGERY SUITE 210 XRAY 208 OR 5 205 DIRTY STERILE PROCESSING 207A FLUOROSCOPY OR 206 OR 1 201 OR 3 203 OPEN TO BELOW OR 2 202 STAIR --- WORK STATIONS 214 CLINCAL MANAGERS 217 OFFICE 216 OFFICE 215 OFFICE 213 OFFICE 212 COMMUNICATIONS 211 RR 220T CAT I-131 ANTE RM 219 CAT I-131 219A MARKETING CLOSET 218 CORRIDORX220CORRIDOR X230 PRIVATE WORK 221A OR 4 204 CORRIDOR X210 21 22 24 26 27 2820 23 23 25 xA xB xC xD xE x2 Y Y Z Z CORRIDOR X240 CLEAN STERILE PROCESSING 207B TEAM WORK ROOM 210A DOCTORS 210B CONFERENCE ROOM 232 LOCKER ROOM 224 CORRIDOR X250 DENTISTRY WK RM 221B CORRIDOR X230 RTU3 RTU7 RTU4 RTU2 RTU1 TB22-(6.5KW) TB23-(9.0KW) TB22-(4.5KW) TB21-(1.5KW) TB23-(5.0KW) TB21-(2.0KW)TB23-(6.5KW) TB23-(5.0KW) TB23-(4.5KW) TB21-(2.5KW) TB21-(3.0KW) TB23-(5.5KW) TB22-(5.5KW) TB21-(1.5KW) TB23-(6.5KW) TB23-(4.5KW) TB23-(4.5KW)TB23-(4.5KW) TB23-(6.0KW) TB23-(4.5KW) 20A MP2-39 20A 20A 20A MP2-33 20A MP2-31 20A MP2-7 20A MP2-3 20A MP2-5 MP2-1 20A 20AMP2-9 MP2-11 20A20A MP2-15 MP2-17 20A TB23-(5.5KW) 20A MP2-41 MSB1 MSB1 20A MP2-13 20A MP2-19 20A MP2-21 20A MP2-23 MP2-25 20A 20A MP2-27 20A MSB1 MSB1 MSB1 MP2-37 MP2-35 MP2-29 HUMIDIFIER H1 12 A, 480 V, 3 ØEDP CONDENSING UNIT ACCU1 13.2 A, 208 V, 1 Ø 30/20/2,3R TO AC1 1/8/1 3R EXHAUST FAN EF4 1/4 HP, 120 V P1-2 P1-4,6 AIR CONDITIONER AC1 TO ACCU1 ON ROOF EXHAUST FAN EF7 FRACT. HP, 120 V P3-64 WP W8 WP P1-75 WP WP P3-66 WP WP WP WP WP WP P3-68 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A B CDE 20297 SECOND FLOOR - MECHANICAL POWER PLAN 04 MARCH 2022 E3.02MStanley J. Kmonk Dustin J. Ruby Garrett W. Strauss MEDVET CARMEL - ANIMAL HOSPITAL650 MAYFLOWER PARK DRIVE|CARMEL, IN 46032RENOVATION AND ADDITIONN 0'4'8'2'1' FLOOR PLAN SCALE: 1/8" = 1'-0"1 SECOND FLOOR MECHANICAL POWER PLAN M M SS S Sx1 x5 x6 x6.5 x7 x8 x9x10x12 87654321 2.2 D F A C B x11 x11 x4 x4 x3 x3 x5.5 x5.5 EE 21 21 22 22 24 24 26 26 27 27 28 28 20 20 23 23 25 25 xA xB xC xD xE xF x2 Y Y Z Z RTU9 RTU6 RTU5 RTU8 MSB1 3R EDP 3R MSB1 MSB1 P3-54 1/6/1 EXHAUST FAN EF5 1/6 HP,120 V 1/6/1 EXHAUST FAN EF6 1/6 HP,120 V CONDENSING UNIT ACCU1 13.2 MCA, 208 V, 1 Ø TO AC1 30/20/2,3R P3-56,58 P3-60 WPW8WP WP W8 WP WP W8 WP P3-70 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A B CDE 20297 ROOF - POWER PLAN 04 MARCH 2022 E3.03Stanley J. Kmonk Dustin J. Ruby Garrett W. Strauss MEDVET CARMEL - ANIMAL HOSPITAL650 MAYFLOWER PARK DRIVE|CARMEL, IN 46032RENOVATION AND ADDITIONN 0'4'8'2'1' FLOOR PLAN SCALE: 1/8" = 1'-0"1 ROOF POWER PLAN - OVERALL J S H S S EX MEP 120 MEP 135 MDP,R M1,R M2,R FACP,R RRR ATS1 EP 6-30R SP2 M2-7 M2-9,11 ELECT. 150 MSB1 ATS1 SP1 T7 T6 SDP EDP P1P2 MP1 L1DP1 P1-71 5 SP1-11 T8 REFEED EXISTING MDP FROM NEW UTILITY TRANSFORMEREQUIPMENT TO BE INSTALLED IN ENABLING PHASE ELEVATOR 0000 4 SP1-35 SP1-33 ER SP1-37 MSB1 1 3 2 6-20R PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 2021-0012 20297 ELECTRICAL ENLARGED PLANS 04 MARCH 2022 E4.01Stanley J. Kmonk Dustin J. Ruby Garrett W. Strauss MEDVET CARMEL - ANIMAL HOSPITAL650 MAYFLOWER PARK DRIVE|CARMEL, IN 46032RENOVATION AND ADDITION0'1'2'3'6" ENLARGED PLAN SCALE: 1/2" = 1'-0"1 EXISTING MAIN ELEC RM 0'1'2'3'6" ENLARGED PLAN SCALE: 1/2" = 1'-0"2 MAIN ELEC ROOM 0'1'2'3'6" ENLARGED PLAN SCALE: 1/2" = 1'-0"3 ELEVATOR 0000 CODED NOTES 1. 30 AMP, 1 POLE FUSIBLE DISCONNECT SWITCH FUSED AT 20 AMPS FOR ELEVATOR CAB LIGHTING. COORDINATE EXACT LOCATION IN FIELD. MAKE FINAL CONNECTION. 2. ELEVATOR SHUNT TRIP SAFETY SWITCH WITH AUXILIARY CONTACTS FOR ELEVATOR CONTROLLER. 3. REFER TO DETAIL E/E7.01 4. RECEPTACLE FOR ELEVATOR PIT SUMP PUMP (1 HP, 208 V, 1 Ø). 5. FIRE SAFETY MONITORING PANEL (120 V). LUMINAIRE SCHEDULE B: BOLLARD C: CEILING CV: COVE G: GROUND P: POLE R: RECESSED S: SUSPENDED T: TRACK UC: UNDERCABINET W: WALL X: UNIVERSAL PARTIAL MODEL NUMBERS MAY BE SHOWN AND ARE INTENDED TO INDICATE ACCEPTABLE MANUFACTURER'S PRODUCT LINE. EXACT MODEL NUMBERS MEETING THE FIXTURE DESCRIPTION SHALL BE OBTAINED FROM THE MANUFACTURER'S AGENTS. ALL FIXTURES MAY NOT BE USED - REFER TO PLANS. DIMENSIONS MAY VARY. REFER TO THE SPECIFICATIONS SECTIONS 26 51 13 FOR ADDITIONAL REQUIREMENTS. REFER TO DRAWINGS FOR FIXTURES CIRCUITED AND CONTROL. TAG MANUFACTURER SERIES MODEL DIMENSIONS (W x L x D)DESCRIPTION SOURCE VOLTAGE WATTAGE COLOR TEMP LUMENS DIMMING HOUSING MOUNTING LENS FINISH/TRIM REFLECTOR FINISH OPTIONS APPROVED MANUFACTURERS P1 LITHONIA D SERIES DSX1 LED 33" X 13" X 7.5" AREA SITE LUMINAIRE SINGLE HEAD LED UNV 125 4000K 14500 SEE OPTIONS DIE CAST ALUMINUM POLE MOUNTED ACRYLIC DARK BRONZE - DUSK/DAWN/MOTION CONTROLS, POLE IS TO MATCH EXISTING SIZE AND HEIGHT GARDCO ECF SERIES, HUBBELL BEACON SERIES. COOPER LUMARK PREVAIL SERIES P2 LITHONIA D SERIES DSX1 LED 33" X 13" X 7.5" AREA SITE LUMINAIRE DOUBLE HEAD LED UNV 250 4000K 29000 SEE OPTIONS DIE CAST ALUMINUM POLE MOUNTED ACRYLIC DARK BRONZE - DUSK/DAWN/MOTION CONTROLS, POLE IS TO MATCH EXISTING SIZE AND HEIGHT GARDCO ECF SERIES, HUBBELL BEACON SERIES, COOPER LUMARK PREVAIL SERIES R1 GOTHAM EVO GOTHAM EVO 4" DIAM, 6-5/8" DEEP ROUND DOWNLIGHT LED UNV 17.3 3500K 1500 0-10V, 1% STEEL RECESSED POLYCARBONATE WHITE/ SELF-FLANGED SEMI-SPECULAR MEDIUM WIDE DISTRIBUTION PORTFOLIO, LIGHTOLIER P4R SERIES, PRESCOLITE LC4SL SERIES R2 LITHONIA EPANL 2' X 2' X 3/8" LIGHT PANEL LED UNV 32 3500K 4000 0-10V, 1% - GRID RECESSED POLYCARBONATE DIFFUSER WHITE - CRI 80 MILLS LED-P, GO LIGHTING GFS03 2X2, DAYBRITE SBP SERIES, COLUMBIA CFP22, COOPER METALUX R2A LITHONIA EPANL 2' X 2' X 3/8" LIGHT PANEL LED UNV 32 3500K 4000 0-10V, 1% - SURFACE POLYCARBONATE DIFFUSER WHITE - CRI 80 MILLS LED-P, GO LIGHTING GFS03 2X2, DAYBRITE SBP SERIES, COLUMBIA CFP22, COOPER METALUX R3 LITHONIA EPANL 2' X 4' X 3/8" LIGHT PANEL LED UNV 38 3500K 4000 0-10V, 1% - GRID RECESSED POLYCARBONATE DIFFUSER WHITE - CRI 80 MILLS LED-P, GO LIGHTING GFS03 2X4, DAYBRITE SBP SERIES, COLUMBIA CFP24, COOPER METALUX W4 PRUDENTIAL WAL14 LED 4" X 7" X 4' STAIRWELL WALL BRACKET LED UNV 19 3500K 4000 STEP DIMMING STEEL WALL FROSTED ACRYLIC TEXTURED MATTE WHITE -DIM TO 50% WITH INTEGRAL OCCUPANCY SENSOR R5 FINELITE HP4 LED 4" X 4' X 4" LINEAR SLOT LED UNV 34 3500K 950 LM/FT 0-10V, 1% EXTRUDED ALUMINUM RECESSED REGRESSED TBD - DIRECT DISTRIBUTION LEDALITE 390 TRUGROOVE SERIES, AXIS LIGHTING BEAM 4 SERIES, COOPER NEO-RAY DEFINE 4 SERIES X6 LITHONIA EDGR 13" X 8" X 2" SINGLE FACE EDGE-LIT EXIT SIGN LED UNV 4 GREEN - FIXED OUTPUT EXTRUDED ALUMINUM UNIVERSAL ACRYLIC BRUSHED ALUMINUM - SINGLE FACE, MIRROR BACKGROUND, AC ONLY SURE LITES EU, COMPASS CEL, EMERGI-LITE TOTAL EDGE, CHLORIDE 44R X6A LITHONIA EDGR 13" X 8" X 2" DOUBLE FACE EDGE LIT EXIT SIGN LED UNV 4 GREEN - FIXED OUTPUT EXTRUDED ALUMINUM UNIVERSAL ACRYLIC BRUSHED ALUMINUM - DOUBLE FACE, MIRROR BACKGROUND, AC ONLY SURE LITES EU, COMPASS CEL, EMERGI-LITE TOTAL EDGE, CHLORIDE 44R W7 LUMARK CROSSTOUR XTOR 8" X 6" X 4" EXTERIOR EGRESS LED UNV 18 5000K 2135 FIXED OUTPUT DIE CAST ALUMINUM SEE OPTIONS IMPACT RESISTANT TEMPERED GLASS CARBON BRONZE MIRRORED ANODIZED PHOTOCONTROL, GASKETED. MOUNT ABOVE DOOR ECLIPSE DUNKIRK-Q, TRACELITE WLZ SERIES, HUBBELL SG1 SLING SERIES W8 HUBBELL VWGL-1 LED 9" X 8" X 4.6"DIA JELLY JAR LED UNV 12 5000K 900 FIXED OUTPUT ALUMINUM WALL N/A BRUSHED ALUMINUM -WIRE GUARD LITHONIA, TRACELITE TLED SERIES, ABB LIGHTING P SERIES S9 LITHONIA CLX LED LINEAR 3-3/8" X 2' X 3.5" LINEAR INDUSTRIAL LED UNV 11 3500K 1500 FIXED OUTPUT STEEL SUSPENDED - CHAIN MEDIUM DIFFUSE WHITE - N/A COOPER SNLED, PHILIPS FLUXSTREAM , COLUMBIA MPS S10 LITHONIA CLX LED LINEAR 3-3/8" X 4' X 3.5" LINEAR INDUSTRIAL LED UNV 20 3500K 3000 FIXED OUTPUT STEEL SUSPENDED - CHAIN MEDIUM DIFFUSE WHITE - N/A COOPER SNLED, PHILIPS FLUXSTREAM , COLUMBIA MPS R11 GOTHAM EVO GOTHAM EVO 6" DIAM ROUND DOWNLIGHT LED UNV 47 4000K 4500 0-10V STEEL RECESSED TEXTURED WHITE - WET LOCATION LISTING PORTFOLIO, LIGHTOLIER P6R SERIES, PRESCOLITE LC6HL SERIES R12 GOTHAM EVO GOTHAM EVO 6" DIAM ROUND DOWNLIGHT LED UNV 48 3500K 4000 0-10V STEEL RECESSED OPEN WHITE SEMI-SPECULAR PORTFOLIO, LIGHTOLIER P6R SERIES, PRESCOLITE LC6HL SERIES PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 2021-0012 20297 ELECTRICAL SCHEDULES 04 MARCH 2022 E5.01Stanley J. Kmonk Dustin J. Ruby Garrett W. Strauss MEDVET CARMEL - ANIMAL HOSPITAL650 MAYFLOWER PARK DRIVE|CARMEL, IN 46032RENOVATION AND ADDITION PANEL ID: P1 VOLTAGE:208 / 120 LOCATION: ELECT 150 PHASE: 3 MOUNTING: SURFACE WIRE: 4 MAIN TYPE:MAIN CIRCUIT BREAKER MAIN SIZE: 225 AMPS LEGEND:NOTES: TOTAL CIRCUIT CIRCUIT TOTAL LOAD GND WIRE BRANCH CIRCUIT BREAKER CIRCUIT BREAKER BRANCH CIRCUIT WIRE GND LOAD (KVA)SIZE SIZE DESCRIPTION SIZE/TYPE NUMBER SIZE/TYPE DESCRIPTION SIZE SIZE (KVA) 0.90 12 12 REC: 152 20/1 1 *|| 2 20/1 EXHAUST FAN EF4 ROOF 12 12 0.70 0.72 12 12 REC: 152 20/1 3 |*| 4 20/2 ACCU1 ROOF 10 10 1.00 0.90 12 12 REC: X110 20/1 5 ||* 6 - - 10 - 1.00 0.72 12 12 REC: 137 20/1 7 *|| 8 20/1 SPARE 0.00 0.72 12 12 REC: 138 20/1 9 |*| 10 20/1 SPARE 0.00 0.90 12 12 REC: 128 20/1 11 ||* 12 20/1 SPARE 0.00 0.90 12 12 REC: 122 20/1 13 *|| 14 20/1 SPARE 0.00 0.90 12 12 REC: 123 20/1 15 |*| 16 20/1 SPARE 0.00 0.90 12 12 REC: 124 20/1 17 ||* 18 20/1 SPARE 0.00 0.90 12 12 REC: 125 20/1 19 *|| 20 20/1 SPARE 0.00 0.90 12 12 REC: 126 20/1 21 |*| 22 20/1 SPARE 0.00 0.90 12 12 REC: 127 20/1 23 ||* 24 20/1 SPARE 0.00 0.90 12 12 REC: 131 20/1 25 *|| 26 20/1 SPARE 0.00 0.90 12 12 REC: 130 20/1 27 |*| 28 20/1 SPARE 0.00 0.90 12 12 REC: 129 20/1 29 ||* 30 20/1 SPARE 0.00 0.90 12 12 REC: 132 20/1 31 *|| 32 20/1 SPARE 0.00 0.90 12 12 REC: 133 20/1 33 |*| 34 20/1 SPARE 0.00 0.90 12 12 REC: 134 20/1 35 ||* 36 20/1 SPARE 0.00 0.54 12 12 REC: X150 20/1 37 *|| 38 20/1 SPARE 0.00 0.72 12 12 REC: 141 20/1 39 |*| 40 20/1 SPARE 0.00 0.90 12 12 REC: 142 20/1 41 ||* 42 20/1 SPARE 0.00 0.72 12 12 REC: 142 20/1 43 *|| 44 20/1 SPARE 0.00 0.72 12 12 REC: 143A 20/1 45 |*| 46 20/1 SPARE 0.00 0.90 12 12 REC: 143 20/1 47 ||* 48 20/1 SPARE 0.00 1.08 12 12 REC: 143 20/1 49 *|| 50 20/1 SPARE 0.00 1.08 12 12 REC: 143 20/1 51 |*| 52 20/1 SPARE 0.00 0.90 12 12 REC: 143B 20/1 53 ||* 54 20/1 SPARE 0.00 0.90 12 12 REC: 141A 20/1 55 *|| 56 20/1 SPARE 0.00 1.00 12 12 REC: 141A 20/1 57 |*| 58 20/1 SPARE 0.00 0.90 12 12 REC: 141A 20/1 59 ||* 60 20/1 SPARE 0.00 0.54 12 12 REC: 140T,141A 20/1 61 *|| 62 20/1 SPARE 0.00 0.54 12 12 REC: X150 20/1 63 |*| 64 20/1 SPARE 0.00 0.90 12 12 REC: 148,150 20/1 65 ||* 66 20/1 SPARE 0.00 0.90 12 12 REC: 148,150 20/1 67 *|| 68 20/1 SPARE 0.00 0.36 12 12 REC: 149 20/1 69 |*| 70 20/1 SPARE 0.00 0.54 12 12 REC: 150 20/1 71 ||* 72 20/1 SPARE 0.00 0.90 12 12 REC: 138 20/1 73 *|| 74 20/1 SPARE 0.00 0.74 12 12 ROOF LTG/RECEPTACLE 20/1 75 |*| 76 20/1 SPARE 0.00 0.00 SPARE 20/1 77 ||* 78 20/1 SPARE 0.00 0.00 SPARE 20/1 79 *|| 80 20/1 SPARE 0.00 0.00 SPARE 20/1 81 |*| 82 20/1 SPARE 0.00 0.00 SPARE 20/1 83 ||* 84 20/1 SPARE 0.00 CONNECTED LOAD SUMMARY: LIGHTING: 0.2 KVA PANEL AMP SUMMARY: RECEPTACLES & MISC.:33.2 KVA 95.8 PHASE A MOTOR: 0.7 KVA 94.6 PHASE B HEATING: 0.0 KVA 96.6 PHASE C TOTAL: 34.1 KVA PANEL ID: P2 VOLTAGE:208 / 120 LOCATION: ELECT 150 PHASE: 3 MOUNTING: SURFACE WIRE: 4 MAIN TYPE:MAIN CIRCUIT BREAKER MAIN SIZE: 225 AMPS LEGEND:NOTES: TOTAL CIRCUIT CIRCUIT TOTAL LOAD GND WIRE BRANCH CIRCUIT BREAKER CIRCUIT BREAKER BRANCH CIRCUIT WIRE GND LOAD (KVA)SIZE SIZE DESCRIPTION SIZE/TYPE NUMBER SIZE/TYPE DESCRIPTION SIZE SIZE (KVA) 0.00 SPARE 20/1 1 *|| 2 20/1 SPARE 0.00 0.00 SPARE 20/1 3 |*| 4 20/1 SPARE 0.00 0.00 SPARE 20/1 5 ||* 6 20/1 SPARE 0.00 0.00 SPARE 20/1 7 *|| 8 20/1 SPARE 0.00 0.00 SPARE 20/1 9 |*| 10 20/1 SPARE 0.00 0.00 SPARE 20/1 11 ||* 12 20/1 SPARE 0.00 0.00 SPARE 20/1 13 *|| 14 20/1 SPARE 0.00 0.00 SPARE 20/1 15 |*| 16 20/1 SPARE 0.00 0.00 SPARE 20/1 17 ||* 18 20/1 SPARE 0.00 0.00 SPARE 20/1 19 *|| 20 20/1 SPARE 0.00 0.00 SPARE 20/1 21 |*| 22 20/1 SPARE 0.00 0.00 SPARE 20/1 23 ||* 24 20/1 SPARE 0.00 0.00 SPARE 20/1 25 *|| 26 20/1 SPARE 0.00 0.00 SPARE 20/1 27 |*| 28 20/1 SPARE 0.00 0.00 SPARE 20/1 29 ||* 30 20/1 SPARE 0.00 0.00 SPARE 20/1 31 *|| 32 20/1 SPARE 0.00 0.00 SPARE 20/1 33 |*| 34 20/1 SPARE 0.00 0.00 SPARE 20/1 35 ||* 36 20/1 SPARE 0.00 0.00 SPARE 20/1 37 *|| 38 20/1 SPARE 0.00 0.00 SPARE 20/1 39 |*| 40 20/1 SPARE 0.00 0.00 SPARE 20/1 41 ||* 42 20/1 SPARE 0.00 0.00 SPARE 20/1 43 *|| 44 20/1 SPARE 0.00 0.00 SPARE 20/1 45 |*| 46 20/1 SPARE 0.00 0.00 SPARE 20/1 47 ||* 48 20/1 SPARE 0.00 0.00 SPARE 20/1 49 *|| 50 20/1 SPARE 0.00 0.00 SPARE 20/1 51 |*| 52 20/1 SPARE 0.00 0.00 SPARE 20/1 53 ||* 54 20/1 SPARE 0.00 0.00 SPARE 20/1 55 *|| 56 20/1 SPARE 0.00 0.00 SPARE 20/1 57 |*| 58 20/1 SPARE 0.00 0.00 SPARE 20/1 59 ||* 60 20/1 SPARE 0.00 0.00 SPARE 20/1 61 *|| 62 20/1 SPARE 0.00 0.00 SPARE 20/1 63 |*| 64 20/1 SPARE 0.00 0.00 SPARE 20/1 65 ||* 66 20/1 SPARE 0.00 0.00 SPARE 20/1 67 *|| 68 20/1 SPARE 0.00 0.00 SPARE 20/1 69 |*| 70 20/1 SPARE 0.00 0.00 SPARE 20/1 71 ||* 72 20/1 SPARE 0.00 0.00 SPARE 20/1 73 *|| 74 20/1 SPARE 0.00 0.00 SPARE 20/1 75 |*| 76 20/1 SPARE 0.00 0.00 SPARE 20/1 77 ||* 78 20/1 SPARE 0.00 0.00 SPARE 20/1 79 *|| 80 20/1 SPARE 0.00 0.00 SPARE 20/1 81 |*| 82 20/1 SPARE 0.00 0.00 SPARE 20/1 83 ||* 84 20/1 SPARE 0.00 CONNECTED LOAD SUMMARY: LIGHTING: 0.0 KVA PANEL AMP SUMMARY: RECEPTACLES & MISC.:0.0 KVA 0.0 PHASE A MOTOR: 0.0 KVA 0.0 PHASE B HEATING: 0.0 KVA 0.0 PHASE C TOTAL: 0.0 KVA PANEL ID:P3 VOLTAGE:208 / 120 LOCATION: CORR X220 PHASE: 3 MOUNTING: FLUSH WIRE: 4 MAIN TYPE:MAIN CIRCUIT BREAKER MAIN SIZE: 225 AMPS LEGEND: GF: GFCI CIRCUIT BREAKER NOTES: TOTAL CIRCUIT CIRCUIT TOTAL LOAD GND WIRE BRANCH CIRCUIT BREAKER CIRCUIT BREAKER BRANCH CIRCUIT WIRE GND LOAD (KVA)SIZE SIZE DESCRIPTION SIZE/TYPE NUMBER SIZE/TYPE DESCRIPTION SIZE SIZE (KVA) 0.72 12 12 REC:X220 20/1 1 *|| 2 20/1 REC:214 12 12 0.90 0.72 12 12 REC:210 20/1 3 |*| 4 20/1 REC:214 12 12 0.90 0.54 12 12 REC:210 20/1 5 ||* 6 20/1 REC:213 12 12 0.72 0.72 12 12 REC:210 20/1 7 *|| 8 20/1 REC:212 12 12 0.72 0.72 12 12 REC:210B 20/1 9 |*| 10 20/1 REC:215 12 12 0.72 0.72 12 12 REC:210B 20/1 11 ||* 12 20/1 REC:216 12 12 0.72 1.08 12 12 REC:210A 20/1 13 *|| 14 20/1 REC:217 12 12 0.90 1.08 12 12 REC:210A 20/1 15 |*| 16 20/1 REC:217 12 12 0.90 0.54 12 12 REC:210 20/1 17 ||* 18 20/1 REC:217 12 12 0.90 0.72 12 12 REC:X220 20/1 19 *|| 20 20/1 REC:218,220 12 12 0.54 0.36 12 12 REC:207A 20/1 21 |*| 22 20/1 REC:211 12 12 0.90 0.72 12 12 REC:224 20/1 23 ||* 24 20/1 REC:211 12 12 0.72 0.54 12 12 REC:225,229 20/1 25 *|| 26 20/1 REC:X230 12 12 0.72 0.72 12 12 REC:227T,228T 20/1 27 |*| 28 20/1 REC: X210 12 12 0.36 0.90 12 12 REC:232 20/1 29 ||* 30 20/1 REC: 207A,207B 12 12 0.36 0.72 12 12 REC:232 20/1 31 *|| 32 20/1 REC: 207B 12 12 0.72 0.54 12 12 REC:232 20/1 33 |*| 34 20/1 CHARGER 210 12 12 0.50 0.36 12 12 FLOOR OUTLET:232 20/1 35 ||* 36 20/1 CHARGER 210 12 12 0.50 0.36 12 12 FLOOR OUTLET:232 20/1 37 *|| 38 20/1 CHARGER 210 12 12 0.50 0.36 12 12 FLOOR OUTLET:232 20/1 39 |*| 40 20/1 CHARGER 210 12 12 0.50 0.36 12 12 FLOOR OUTLET:232 20/1 41 ||* 42 20/1 DENTAL XRAY 221 12 12 1.00 0.36 12 12 FLOOR OUTLET:232 20/1 43 *|| 44 20/1 DENTAL XRAY 221 12 12 1.00 0.90 12 12 REC:230 20/1 45 |*| 46 20/1 MOBILE CT 221 12 12 1.00 0.36 12 12 REC:231 20/1 47 ||* 48 20/1 REC: 224 12 12 0.90 1.00 12 12 MICROWAVE:231 20/1,GF 49 *|| 50 20/1 FLOOR OUTLET 232 12 12 0.36 1.00 12 12 MICROWAVE:231 20/1,GF 51 |*| 52 20/1 PROJECTION SCREEN 232 12 12 0.50 1.00 12 12 COFFEE MACHINE:231 20/1,GF 53 ||* 54 20/1 EXHAUST FAN EF5 ROOF 10 10 0.70 0.54 12 12 REC:2ND FLOOR 20/1 55 *|| 56 20/2 ACCU1 ROOF 10 10 1.00 1.00 10 10 FUR VACUUM:2ND FLOOR 30/2 57 |*| 58 - - 10 - 1.00 1.00 - 10 - - 59 ||* 60 20/1 EXHAUST FAN EF6 ROOF 10 10 0.70 0.90 12 12 REC:221B 20/1 61 *|| 62 20/1 FIRE DOOR 2ND FLR ELEV 12 12 0.50 1.08 12 12 REC:221B 20/1 63 |*| 64 20/1 EXHAUST FAN EF7 222 12 12 0.50 0.72 12 12 REC:221B 20/1 65 ||* 66 20/1 ROOF LTG/RECEPTACLE 12 12 0.56 0.72 12 12 REC:221B 20/1 67 *|| 68 20/1 ROOF LTG/RECEPTACLE 12 12 0.56 0.72 12 12 REC:221 20/1 69 |*| 70 20/1 ROOF LTG/RECEPTACLE 12 12 0.74 0.90 12 12 REC:221 20/1 71 ||* 72 20/1 SPARE 0.00 0.72 12 12 REC:221A 20/1 73 *|| 74 20/1 SPARE 0.00 0.90 12 12 REC:223 20/1 75 |*| 76 20/1 SPARE 0.00 0.90 12 12 REC:223 20/1 77 ||* 78 20/1 SPARE 0.00 0.72 12 12 REC:223 20/1 79 *|| 80 20/1 SPARE 0.00 0.72 12 12 REC: X220,X210 20/1 81 |*| 82 20/1 SPARE 0.00 0.50 12 12 FLUID WARMER 20/1 83 ||* 84 20/1 SPARE 0.00 CONNECTED LOAD SUMMARY: LIGHTING: 0.6 KVA PANEL AMP SUMMARY: RECEPTACLES & MISC.:47.4 KVA 152.0 PHASE A MOTOR: 6.9 KVA 162.4 PHASE B HEATING: 0.0 KVA 145.4 PHASE C TOTAL: 54.9 KVA PANEL ID:EXISTING M1 VOLTAGE:208 / 120 LOCATION: EX MEP 120 PHASE: 3 MOUNTING: SURFACE WIRE: 4 MAIN TYPE:MAIN CIRCUIT BREAKER MAIN SIZE: 200 AMPS LEGEND: GF: GFCI CIRCUIT BREAKER NOTES: TOTAL CIRCUIT CIRCUIT TOTAL LOAD GND WIRE BRANCH CIRCUIT BREAKER CIRCUIT BREAKER BRANCH CIRCUIT WIRE GND LOAD (KVA)SIZE SIZE DESCRIPTION SIZE/TYPE NUMBER SIZE/TYPE DESCRIPTION SIZE SIZE (KVA) 0.90 12 12 REC:101 20/1 1 *|| 2 20/1 REC:107 12 12 1.08 0.90 12 12 REC:101 20/1 3 |*| 4 20/1 REC:107 12 12 1.08 1.08 12 12 REC:101 20/1 5 ||* 6 20/1 REC:115A 12 12 0.54 0.90 12 12 REC:101 20/1 7 *|| 8 20/1 CAGE REC:115A 12 12 0.90 0.90 12 12 REC: 102,105T 20/1 9 |*| 10 20/1 REC:115A 12 12 0.72 0.54 12 12 REC:111 20/1 11 ||* 12 20/1 REC:116 12 12 0.90 1.50 12 12 CORD REEL:111 20/1 13 *|| 14 20/1 GARBAGE DISPOSAL:116 12 12 1.00 0.72 12 12 CAGE REC:111 20/1 15 |*| 16 20/1 REC:107 12 12 0.36 2.00 10 10 DRYER:111 30/2 17 ||* 18 20/1 REC:107 12 12 0.36 2.00 - 10 - - 19 *|| 20 20/1 REC:107 12 12 0.36 0.50 12 12 WASHER:111 20/1 21 |*| 22 20/1 REC:106T,107 12 12 0.72 0.54 12 12 REC:111B 20/1 23 ||* 24 20/1 REC:107A 12 12 0.90 1.08 12 12 REC:112 20/1 25 *|| 26 20/1 REC"108 12 12 0.90 1.08 12 12 REC:107B 20/1 27 |*| 28 20/1 REC:114D,107D 12 12 0.54 1.08 12 12 REC:107B 20/1 29 ||* 30 20/1 REC:X150 12 12 0.90 0.72 12 12 REC:107,107B 20/1 31 *|| 32 20/1 REC:118 12 12 1.08 0.36 12 12 REC:107 20/1 33 |*| 34 20/1 REC:118 12 12 0.90 0.90 12 12 REC:107 20/1 35 ||* 36 20/1 REC:118 12 12 0.72 0.54 12 12 REC:107 20/1 37 *|| 38 20/1 REC:118 12 12 0.90 0.50 12 12 DISHWASHER:107 20/1 39 |*| 40 20/1 REC: 112 12 12 0.90 1.00 12 12 MICROWAVE:107 20/1,GF 41 ||* 42 20/1 SPARE 0.00 CONNECTED LOAD SUMMARY: LIGHTING: 0.0 KVA PANEL AMP SUMMARY: (ALL TOTALS RECEPTACLES & MISC.: 29.5 KVA 118.1 PHASE A INCLUDE BOTH MOTOR:3.0 KVA 84.8 PHASE B TUBS)HEATING: 3.0 KVA 98.1 PHASE C TOTAL: 35.5 KVA PANEL ID:EXISTING M2 VOLTAGE:208 / 120 LOCATION: EX MEP 120 PHASE: 3 MOUNTING: SURFACE WIRE: 4 MAIN TYPE:MAIN CIRCUIT BREAKER MAIN SIZE: 200 AMPS LEGEND: GF: GFCI CIRCUIT BREAKER NOTES: TOTAL CIRCUIT CIRCUIT TOTAL LOAD GND WIRE BRANCH CIRCUIT BREAKER CIRCUIT BREAKER BRANCH CIRCUIT WIRE GND LOAD (KVA)SIZE SIZE DESCRIPTION SIZE/TYPE NUMBER SIZE/TYPE DESCRIPTION SIZE SIZE (KVA) 1.18 12 12 EXHAUST FAN:EF1 20/1 1 *|| 2 20/1 CHARGER 112 12 12 0.50 0.86 12 12 EXHAUST FAN:EF3 20/1 3 |*| 4 20/1 CHARGER 112 12 12 0.50 0.00 SPARE 20/1 5 ||* 6 20/1 CHARGER 112 12 12 0.50 0.18 12 12 REC:135 20/1 7 *|| 8 20/1 CHARGER 112 12 12 0.50 0.50 10 10 FUR VACUUM:135 30/2 9 |*| 10 20/1 CHARGER 112 12 12 0.50 0.50 - 10 - - 11 ||* 12 20/1 CHARGER 107 12 12 0.50 1.00 12 12 COFFEE MACHINE:101 20/1,GF 13 *|| 14 20/1 CHARGER 107 12 12 0.50 1.00 12 12 COFFEE MACHINE:101 20/1,GF 15 |*| 16 20/1 CHARGER 107 12 12 0.50 0.50 12 12 VENDING MACHINE:101 20/1,GF 17 ||* 18 20/1 CHARGER 107 12 12 0.50 1.00 12 12 CAGE RECEPTACLES 115 20/1 19 *|| 20 20/1 CHARGER 107 12 12 0.50 1.00 12 12 GARBAGE DISPOSAL 112 20/1 21 |*| 22 30/2 DRYER 116 10 10 1.00 0.90 12 12 REC: 121 20/1 23 ||* 24 - - 10 - 1.00 0.00 10 10 DRYER 116 30/2 25 *|| 26 20/1 EXISTING BLDG WALL PACKS 1.00 0.00 - 10 - - 27 |*| 28 20/1 SPARE 0.00 0.00 SPARE 20/1 29 ||* 30 20/1 WASHER 116 12 12 1.50 0.00 SPARE 20/1 31 *|| 32 20/1 WASHER 116 12 12 1.50 0.00 SPARE 20/1 33 |*| 34 20/1 SPARE 0.00 0.00 SPARE 20/1 35 ||* 36 20/1 SPARE 0.00 0.00 SPARE 20/1 37 *|| 38 20/1 GAS WATER HEATER 116A 12 12 0.50 0.00 SPARE 20/1 39 |*| 40 20/1 GAS WATER HEATER 116A 12 12 0.50 0.00 SPARE 20/1 41 ||* 42 20/1 RECIRCULATION PUMP 116A 12 12 0.50 CONNECTED LOAD SUMMARY: LIGHTING: 1.0 KVA PANEL AMP SUMMARY: (ALL TOTALS RECEPTACLES & MISC.: 10.6 KVA 69.7 PHASE A INCLUDE BOTH MOTOR: 7.5 KVA 54.9 PHASE B TUBS)HEATING: 2.0 KVA 55.3 PHASE C TOTAL:21.1 KVA PANEL ID: P4 VOLTAGE:208 / 120 LOCATION: CORR X220 PHASE: 3 MOUNTING: FLUSH WIRE: 4 MAIN TYPE:MAIN CIRCUIT BREAKER MAIN SIZE: 225 AMPS LEGEND:NOTES: TOTAL CIRCUIT CIRCUIT TOTAL LOAD GND WIRE BRANCH CIRCUIT BREAKER CIRCUIT BREAKER BRANCH CIRCUIT WIRE GND LOAD (KVA)SIZE SIZE DESCRIPTION SIZE/TYPE NUMBER SIZE/TYPE DESCRIPTION SIZE SIZE (KVA) 0.00 SPARE 20/1 1 *|| 2 20/1 SPARE 0.00 0.00 SPARE 20/1 3 |*| 4 20/1 SPARE 0.00 0.00 SPARE 20/1 5 ||* 6 20/1 SPARE 0.00 0.00 SPARE 20/1 7 *|| 8 20/1 SPARE 0.00 0.00 SPARE 20/1 9 |*| 10 20/1 SPARE 0.00 0.00 SPARE 20/1 11 ||* 12 20/1 SPARE 0.00 0.00 SPARE 20/1 13 *|| 14 20/1 SPARE 0.00 0.00 SPARE 20/1 15 |*| 16 20/1 SPARE 0.00 0.00 SPARE 20/1 17 ||* 18 20/1 SPARE 0.00 0.00 SPARE 20/1 19 *|| 20 20/1 SPARE 0.00 0.00 SPARE 20/1 21 |*| 22 20/1 SPARE 0.00 0.00 SPARE 20/1 23 ||* 24 20/1 SPARE 0.00 0.00 SPARE 20/1 25 *|| 26 20/1 SPARE 0.00 0.00 SPARE 20/1 27 |*| 28 20/1 SPARE 0.00 0.00 SPARE 20/1 29 ||* 30 20/1 SPARE 0.00 0.00 SPARE 20/1 31 *|| 32 20/1 SPARE 0.00 0.00 SPARE 20/1 33 |*| 34 20/1 SPARE 0.00 0.00 SPARE 20/1 35 ||* 36 20/1 SPARE 0.00 0.00 SPARE 20/1 37 *|| 38 20/1 SPARE 0.00 0.00 SPARE 20/1 39 |*| 40 20/1 SPARE 0.00 0.00 SPARE 20/1 41 ||* 42 20/1 SPARE 0.00 0.00 SPARE 20/1 43 *|| 44 20/1 SPARE 0.00 0.00 SPARE 20/1 45 |*| 46 20/1 SPARE 0.00 0.00 SPARE 20/1 47 ||* 48 20/1 SPARE 0.00 0.00 SPARE 20/1 49 *|| 50 20/1 SPARE 0.00 0.00 SPARE 20/1 51 |*| 52 20/1 SPARE 0.00 0.00 SPARE 20/1 53 ||* 54 20/1 SPARE 0.00 0.00 SPARE 20/1 55 *|| 56 20/1 SPARE 0.00 0.00 SPARE 20/1 57 |*| 58 20/1 SPARE 0.00 0.00 SPARE 20/1 59 ||* 60 20/1 SPARE 0.00 0.00 SPARE 20/1 61 *|| 62 20/1 SPARE 0.00 0.00 SPARE 20/1 63 |*| 64 20/1 SPARE 0.00 0.00 SPARE 20/1 65 ||* 66 20/1 SPARE 0.00 0.00 SPARE 20/1 67 *|| 68 20/1 SPARE 0.00 0.00 SPARE 20/1 69 |*| 70 20/1 SPARE 0.00 0.00 SPARE 20/1 71 ||* 72 20/1 SPARE 0.00 0.00 SPARE 20/1 73 *|| 74 20/1 SPARE 0.00 0.00 SPARE 20/1 75 |*| 76 20/1 SPARE 0.00 0.00 SPARE 20/1 77 ||* 78 20/1 SPARE 0.00 0.00 SPARE 20/1 79 *|| 80 20/1 SPARE 0.00 0.00 SPARE 20/1 81 |*| 82 20/1 SPARE 0.00 0.00 SPARE 20/1 83 ||* 84 20/1 SPARE 0.00 CONNECTED LOAD SUMMARY: LIGHTING: 0.0 KVA PANEL AMP SUMMARY: (ALL TOTALS RECEPTACLES & MISC.:0.0 KVA 0.0 PHASE A INCLUDE BOTH MOTOR: 0.0 KVA 0.0 PHASE B TUBS)HEATING: 0.0 KVA 0.0 PHASE C TOTAL: 0.0 KVA PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 2021-0012 20297 ELECTRICAL SCHEDULES 04 MARCH 2022 E5.02Stanley J. Kmonk Dustin J. Ruby Garrett W. Strauss MEDVET CARMEL - ANIMAL HOSPITAL650 MAYFLOWER PARK DRIVE|CARMEL, IN 46032RENOVATION AND ADDITION PANEL ID: MP1 VOLTAGE:480 / 277 LOCATION: ELECT 150 PHASE: 3 MOUNTING: SURFACE WIRE: 4 MAIN TYPE:MAIN CIRCUIT BREAKER MAIN SIZE: 225 AMPS LEGEND:NOTES: TOTAL CIRCUIT CIRCUIT TOTAL LOAD GND WIRE BRANCH CIRCUIT BREAKER CIRCUIT BREAKER BRANCH CIRCUIT WIRE GND LOAD (KVA)SIZE SIZE DESCRIPTION SIZE/TYPE NUMBER SIZE/TYPE DESCRIPTION SIZE SIZE (KVA) 2.00 12 12 TB24:115 20/1 1 *|| 2 20/1 DUCT HEATER EDH1 111 12 12 2.50 2.00 12 12 TB23:117 20/1 3 |*| 4 20/1 DUCT HEATER EDH2 111B 12 12 0.50 2.00 12 12 TB23:118 20/1 5 ||* 6 20/1 DUCT HEATER EDH3 110 12 12 1.00 2.00 12 12 TB22:141A 20/1 7 *|| 8 20/1 UNIT HEATER UH1 116A 12 12 3.00 2.00 12 12 TB22:143 20/1 9 |*| 10 20/1 SPARE 0.00 2.00 12 12 TB22:143 20/1 11 ||* 12 20/1 SPARE 0.00 2.00 12 12 TB22:144 20/1 13 *|| 14 20/1 SPARE 0.00 2.00 12 12 TB22:146 20/1 15 |*| 16 20/1 SPARE 0.00 2.00 12 12 TB22:146 20/1 17 ||* 18 20/1 SPARE 0.00 0.00 SPARE 20/1 19 *|| 20 20/1 SPARE 0.00 0.00 SPARE 20/1 21 |*| 22 20/1 SPARE 0.00 0.00 SPARE 20/1 23 ||* 24 20/1 SPARE 0.00 0.00 SPARE 20/1 25 *|| 26 20/1 SPARE 0.00 0.00 SPARE 20/1 27 |*| 28 20/1 SPARE 0.00 0.00 SPARE 20/1 29 ||* 30 20/1 SPARE 0.00 0.00 SPARE 20/1 31 *|| 32 20/1 SPARE 0.00 0.00 SPARE 20/1 33 |*| 34 20/1 SPARE 0.00 0.00 SPARE 20/1 35 ||* 36 20/1 SPARE 0.00 0.00 SPARE 20/1 37 *|| 38 20/1 SPARE 0.00 0.00 SPARE 20/1 39 |*| 40 20/1 SPARE 0.00 0.00 SPARE 20/1 41 ||* 42 20/1 SPARE 0.00 0.00 SPARE 20/1 43 *|| 44 20/1 SPARE 0.00 0.00 SPARE 20/1 45 |*| 46 20/1 SPARE 0.00 0.00 SPARE 20/1 47 ||* 48 20/1 SPARE 0.00 0.00 SPARE 20/1 49 *|| 50 20/1 SPARE 0.00 0.00 SPARE 20/1 51 |*| 52 20/1 SPARE 0.00 0.00 SPARE 20/1 53 ||* 54 20/1 SPARE 0.00 0.00 SPARE 20/1 55 *|| 56 20/1 SPARE 0.00 0.00 SPARE 20/1 57 |*| 58 20/1 SPARE 0.00 0.00 SPARE 20/1 59 ||* 60 20/1 SPARE 0.00 0.00 SPARE 20/1 61 *|| 62 20/1 SPARE 0.00 0.00 SPARE 20/1 63 |*| 64 20/1 SPARE 0.00 0.00 SPARE 20/1 65 ||* 66 20/1 SPARE 0.00 0.00 SPARE 20/1 67 *|| 68 20/1 SPARE 0.00 0.00 SPARE 20/1 69 |*| 70 20/1 SPARE 0.00 0.00 SPARE 20/1 71 ||* 72 20/1 SPARE 0.00 0.00 SPARE 20/1 73 *|| 74 20/1 SPARE 0.00 0.00 SPARE 20/1 75 |*| 76 20/1 SPARE 0.00 0.00 SPARE 20/1 77 ||* 78 20/1 SPARE 0.00 0.00 SPARE 20/1 79 *|| 80 20/1 SPARE 0.00 0.00 SPARE 20/1 81 |*| 82 20/1 SPARE 0.00 0.00 SPARE 20/1 83 ||* 84 20/1 SPARE 0.00 CONNECTED LOAD SUMMARY: LIGHTING: 0.0 KVA PANEL AMP SUMMARY: RECEPTACLES & MISC.: 0.0 KVA 41.5 PHASE A MOTOR: 0.0 KVA 23.5 PHASE B HEATING: 25.0 KVA 25.3 PHASE C TOTAL: 25.0 KVA PANEL ID: MP2 VOLTAGE:480 / 277 LOCATION: ELECT 150 PHASE:3 MOUNTING: FLUSH WIRE: 4 MAIN TYPE:MAIN CIRCUIT BREAKER MAIN SIZE: 225 AMPS LEGEND:NOTES: TOTAL CIRCUIT CIRCUIT TOTAL LOAD GND WIRE BRANCH CIRCUIT BREAKER CIRCUIT BREAKER BRANCH CIRCUIT WIRE GND LOAD (KVA)SIZE SIZE DESCRIPTION SIZE/TYPE NUMBER SIZE/TYPE DESCRIPTION SIZE SIZE (KVA) 2.00 12 12 TB22:214 20/1 1 *|| 2 20/1 SPARE 0.00 2.00 12 12 TB23:217 20/1 3 |*| 4 20/1 SPARE 0.00 2.00 12 12 TB22:211 20/1 5 ||* 6 20/1 SPARE 0.00 2.00 12 12 TB21:219 20/1 7 *|| 8 20/1 SPARE 0.00 2.00 12 12 TB21:210 20/1 9 |*| 10 20/1 SPARE 0.00 2.00 12 12 TB23:210 20/1 11 ||* 12 20/1 SPARE 0.00 2.00 12 12 TB23:210 20/1 13 *|| 14 20/1 SPARE 0.00 2.00 12 12 TB21:210 20/1 15 |*| 16 20/1 SPARE 0.00 2.00 12 12 TB21:X220 20/1 17 ||* 18 20/1 SPARE 0.00 2.00 12 12 TB23:205 20/1 19 *|| 20 20/1 SPARE 0.00 2.00 12 12 TB23:204 20/1 21 |*| 22 20/1 SPARE 0.00 2.00 12 12 TB23:203 20/1 23 ||* 24 20/1 SPARE 0.00 2.00 12 12 TB23:202 20/1 25 *|| 26 20/1 SPARE 0.00 2.00 12 12 TB23:201 20/1 27 |*| 28 20/1 SPARE 0.00 2.00 12 12 TB23:206 20/1 29 ||* 30 20/1 SPARE 0.00 2.00 12 12 TB23:221 20/1 31 *|| 32 20/1 SPARE 0.00 2.00 12 12 TB23:223 20/1 33 |*| 34 20/1 SPARE 0.00 2.00 12 12 TB22:230 20/1 35 ||* 36 20/1 SPARE 0.00 2.00 12 12 TB21:225 20/1 37 *|| 38 20/1 SPARE 0.00 2.00 12 12 TB23:230 20/1 39 |*| 40 20/1 SPARE 0.00 2.00 12 12 TB23:270 20/1 41 ||* 42 20/1 SPARE 0.00 0.00 SPARE 20/1 43 *|| 44 20/1 SPARE 0.00 0.00 SPARE 20/1 45 |*| 46 20/1 SPARE 0.00 0.00 SPARE 20/1 47 ||* 48 20/1 SPARE 0.00 0.00 SPARE 20/1 49 *|| 50 20/1 SPARE 0.00 0.00 SPARE 20/1 51 |*| 52 20/1 SPARE 0.00 0.00 SPARE 20/1 53 ||* 54 20/1 SPARE 0.00 0.00 SPARE 20/1 55 *|| 56 20/1 SPARE 0.00 0.00 SPARE 20/1 57 |*| 58 20/1 SPARE 0.00 0.00 SPARE 20/1 59 ||* 60 20/1 SPARE 0.00 0.00 SPARE 20/1 61 *|| 62 20/1 SPARE 0.00 0.00 SPARE 20/1 63 |*| 64 20/1 SPARE 0.00 0.00 SPARE 20/1 65 ||* 66 20/1 SPARE 0.00 0.00 SPARE 20/1 67 *|| 68 20/1 SPARE 0.00 0.00 SPARE 20/1 69 |*| 70 20/1 SPARE 0.00 0.00 SPARE 20/1 71 ||* 72 20/1 SPARE 0.00 0.00 SPARE 20/1 73 *|| 74 20/1 SPARE 0.00 0.00 SPARE 20/1 75 |*| 76 20/1 SPARE 0.00 0.00 SPARE 20/1 77 ||* 78 20/1 SPARE 0.00 0.00 SPARE 20/1 79 *|| 80 20/1 SPARE 0.00 0.00 SPARE 20/1 81 |*| 82 20/1 SPARE 0.00 0.00 SPARE 20/1 83 ||* 84 20/1 SPARE 0.00 CONNECTED LOAD SUMMARY: LIGHTING: 0.0 KVA PANEL AMP SUMMARY: RECEPTACLES & MISC.: 0.0 KVA 50.5 PHASE A MOTOR: 0.0 KVA 50.5 PHASE B HEATING: 42.0 KVA 50.5 PHASE C TOTAL: 42.0 KVA PANEL ID: L1 VOLTAGE:480 / 277 LOCATION: ELECT 150 PHASE: 3 MOUNTING: SURFACE WIRE: 4 MAIN TYPE:MAIN CIRCUIT BREAKER MAIN SIZE: 100 AMPS LEGEND:NOTES: TOTAL CIRCUIT CIRCUIT TOTAL LOAD GND WIRE BRANCH CIRCUIT BREAKER CIRCUIT BREAKER BRANCH CIRCUIT WIRE GND LOAD (KVA)SIZE SIZE DESCRIPTION SIZE/TYPE NUMBER SIZE/TYPE DESCRIPTION SIZE SIZE (KVA) 0.11 12 12 LTG:1 FLR AREA A 20/1 1 *|| 2 20/1 SPARE 0.00 1.21 12 12 LTG:1 FLR AREA B 20/1 3 |*| 4 20/1 SPARE 0.00 2.10 12 12 LTG:1 FLR AREA C 20/1 5 ||* 6 20/1 SPARE 0.00 0.41 12 12 LTG:1 FLR AREA D 20/1 7 *|| 8 20/1 SPARE 0.00 0.00 SPARE 20/1 9 |*| 10 20/1 SPARE 0.00 0.00 SPARE 20/1 11 ||* 12 20/1 SPARE 0.00 0.00 SPARE 20/1 13 *|| 14 20/1 SPARE 0.00 0.00 SPARE 20/1 15 |*| 16 20/1 SPARE 0.00 0.00 SPARE 20/1 17 ||* 18 20/1 SPARE 0.00 0.00 SPARE 20/1 19 *|| 20 20/1 SPARE 0.00 0.00 SPARE 20/1 21 |*| 22 20/1 SPARE 0.00 0.00 SPARE 20/1 23 ||* 24 20/1 SPARE 0.00 0.00 SPARE 20/1 25 *|| 26 20/1 SPARE 0.00 0.00 SPARE 20/1 27 |*| 28 20/1 SPARE 0.00 0.00 SPARE 20/1 29 ||* 30 20/1 SPARE 0.00 0.00 SPARE 20/1 31 *|| 32 20/1 SPARE 0.00 0.00 SPARE 20/1 33 |*| 34 20/1 SPARE 0.00 0.00 SPARE 20/1 35 ||* 36 20/1 SPARE 0.00 0.00 SPARE 20/1 37 *|| 38 20/1 SPARE 0.00 0.00 SPARE 20/1 39 |*| 40 20/1 SPARE 0.00 0.00 SPARE 20/1 41 ||* 42 20/1 SPARE 0.00 CONNECTED LOAD SUMMARY: LIGHTING: 3.8 KVA PANEL AMP SUMMARY: (ALL TOTALS RECEPTACLES & MISC.: 0.0 KVA 1.9 PHASE A INCLUDE BOTH MOTOR: 0.0 KVA 4.4 PHASE B TUBS)HEATING: 0.0 KVA 7.6 PHASE C TOTAL: 3.8 KVA PANEL ID: L2 VOLTAGE:480 / 277 LOCATION: CORR X220 PHASE: 3 MOUNTING: FLUSH WIRE: 4 MAIN TYPE:MAIN CIRCUIT BREAKER MAIN SIZE: 100 AMPS LEGEND:NOTES: TOTAL CIRCUIT CIRCUIT TOTAL LOAD GND WIRE BRANCH CIRCUIT BREAKER CIRCUIT BREAKER BRANCH CIRCUIT WIRE GND LOAD (KVA)SIZE SIZE DESCRIPTION SIZE/TYPE NUMBER SIZE/TYPE DESCRIPTION SIZE SIZE (KVA) 0.35 12 12 LTG:2 FLR AREA B 20/1 1 *|| 2 20/1 SPARE 0.00 1.00 12 12 LTG:2 FLR AREA C 20/1 3 |*| 4 20/1 SPARE 0.00 1.20 12 12 LTG:2 FLR AREA D 20/1 5 ||* 6 20/1 SPARE 0.00 1.50 12 12 LTG:2 FLR AREA E 20/1 7 *|| 8 20/1 SPARE 0.00 0.00 SPARE 20/1 9 |*| 10 20/1 SPARE 0.00 0.00 SPARE 20/1 11 ||* 12 20/1 SPARE 0.00 0.00 SPARE 20/1 13 *|| 14 20/1 SPARE 0.00 0.00 SPARE 20/1 15 |*| 16 20/1 SPARE 0.00 0.00 SPARE 20/1 17 ||* 18 20/1 SPARE 0.00 0.00 SPARE 20/1 19 *|| 20 20/1 SPARE 0.00 0.00 SPARE 20/1 21 |*| 22 20/1 SPARE 0.00 0.00 SPARE 20/1 23 ||* 24 20/1 SPARE 0.00 0.00 SPARE 20/1 25 *|| 26 20/1 SPARE 0.00 0.00 SPARE 20/1 27 |*| 28 20/1 SPARE 0.00 0.00 SPARE 20/1 29 ||* 30 20/1 SPARE 0.00 0.00 SPARE 20/1 31 *|| 32 20/1 SPARE 0.00 0.00 SPARE 20/1 33 |*| 34 20/1 SPARE 0.00 0.00 SPARE 20/1 35 ||* 36 20/1 SPARE 0.00 0.00 SPARE 20/1 37 *|| 38 20/1 SPARE 0.00 0.00 SPARE 20/1 39 |*| 40 20/1 SPARE 0.00 0.00 SPARE 20/1 41 ||* 42 20/1 SPARE 0.00 CONNECTED LOAD SUMMARY: LIGHTING:4.1 KVA PANEL AMP SUMMARY: (ALL TOTALS RECEPTACLES & MISC.: 0.0 KVA 6.7 PHASE A INCLUDE BOTH MOTOR: 0.0 KVA 3.6 PHASE B TUBS)HEATING: 0.0 KVA 4.3 PHASE C TOTAL:4.1 KVA PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 2021-0012 20297 ELECTRICAL SCHEDULES 04 MARCH 2022 E5.03Stanley J. Kmonk Dustin J. Ruby Garrett W. Strauss MEDVET CARMEL - ANIMAL HOSPITAL650 MAYFLOWER PARK DRIVE|CARMEL, IN 46032RENOVATION AND ADDITION PANEL ID:SP1 VOLTAGE:208 / 120 LOCATION: ELECT 150 PHASE: 3 MOUNTING: SURFACE WIRE: 4 MAIN TYPE: MAIN CIRCUIT BREAKER MAIN SIZE: 225 AMPS LEGEND: GF: GFCI CIRCUIT BREAKER NOTES: TOTAL CIRCUIT CIRCUIT TOTAL LOAD GND WIRE BRANCH CIRCUIT BREAKER CIRCUIT BREAKER BRANCH CIRCUIT WIRE GND LOAD (KVA)SIZE SIZE DESCRIPTION SIZE/TYPE NUMBER SIZE/TYPE DESCRIPTION SIZE SIZE (KVA) 0.72 12 12 CAGE REC:141 20/1 1 *|| 2 20/1 SPARE 0.00 0.50 12 12 ENDOSCOPY MACHINE:143A 20/1 3 |*| 4 20/1 SPARE 0.00 0.50 12 12 ENDOSCOPY MACHINE:143A 20/1 5 ||* 6 20/1 SPARE 0.00 0.72 12 12 CAGE REC:143A 20/1 7 *|| 8 20/1 SPARE 0.00 0.72 12 12 CAGE REC:143 20/1 9 |*| 10 20/1 SPARE 0.00 0.00 SPARE 20/1 11 ||* 12 20/1 SPARE 0.00 0.00 SPARE 20/1 13 *|| 14 20/1 SPARE 0.00 0.00 SPARE 20/1 15 |*| 16 20/1 SPARE 0.00 0.00 SPARE 20/1 17 ||* 18 20/1 SPARE 0.00 0.00 SPARE 20/1 19 *|| 20 20/1 SPARE 0.00 0.00 SPARE 20/1 21 |*| 22 20/1 SPARE 0.00 0.90 12 12 REC:145 20/1 23 ||* 24 20/1 SPARE 0.00 1.00 12 12 ULTRASOUND:145 20/1 25 *|| 26 20/1 SPARE 0.00 1.00 12 12 FREEZER:149 20/1,GF 27 |*| 28 20/1 SPARE 0.00 1.00 12 12 FREEZER:149 20/1,GF 29 ||* 30 20/1 SPARE 0.00 1.00 12 12 FREEZER:149 20/1,GF 31 *|| 32 20/1 SPARE 0.00 0.18 12 12 REC:ELEVATOR PIT 20/1 33 |*| 34 20/1 SPARE 0.00 0.50 12 12 SUMP PUMP:ELEVATOR 20/1 35 ||* 36 20/1 SPARE 0.00 0.20 12 12 CAB LTG:ELEVATOR 20/1 37 *|| 38 20/1 SPARE 0.00 1.00 12 12 EXAM LTG:141 20/1 39 |*| 40 20/1 SPARE 0.00 1.00 12 12 EXAM LTG:143,143A 20/1 41 ||* 42 20/1 SPARE 0.00 1.00 12 12 EXAM LTG:143 20/1 43 *|| 44 20/1 SPARE 0.00 0.00 SPARE 20/1 45 |*| 46 20/1 SPARE 0.00 0.00 SPARE 20/1 47 ||* 48 20/1 SPARE 0.00 0.00 SPARE 20/1 49 *|| 50 20/1 SPARE 0.00 0.00 SPARE 20/1 51 |*| 52 20/1 SPARE 0.00 0.00 SPARE 20/1 53 ||* 54 20/1 SPARE 0.00 0.00 SPARE 20/1 55 *|| 56 20/1 SPARE 0.00 0.00 SPARE 20/1 57 |*| 58 20/1 SPARE 0.00 0.00 SPARE 20/1 59 ||* 60 20/1 SPARE 0.00 0.00 SPARE 20/1 61 *|| 62 20/1 SPARE 0.00 0.00 SPARE 20/1 63 |*| 64 20/1 SPARE 0.00 0.00 SPARE 20/1 65 ||* 66 20/1 SPARE 0.00 0.00 SPARE 20/1 67 *|| 68 20/1 SPARE 0.00 0.00 SPARE 20/1 69 |*| 70 20/1 SPARE 0.00 0.00 SPARE 20/1 71 ||* 72 20/1 SPARE 0.00 0.00 SPARE 20/1 73 *|| 74 20/1 SPARE 0.00 0.00 SPARE 20/1 75 |*| 76 20/1 SPARE 0.00 0.00 SPARE 20/1 77 ||* 78 20/1 SPARE 0.00 0.00 SPARE 20/1 79 *|| 80 20/1 SPARE 0.00 0.00 SPARE 20/1 81 |*| 82 20/1 SPARE 0.00 0.00 SPARE 20/1 83 ||* 84 20/1 SPARE 0.00 CONNECTED LOAD SUMMARY: LIGHTING: 3.2 KVA PANEL AMP SUMMARY: RECEPTACLES & MISC.: 8.2 KVA 38.7 PHASE A MOTOR: 0.5 KVA 28.3 PHASE B HEATING: 0.0 KVA 32.5 PHASE C TOTAL: 11.9 KVA PANEL ID:SP2 VOLTAGE:208 / 120 LOCATION: EX MEP 120 PHASE: 3 MOUNTING: SURFACE WIRE: 4 MAIN TYPE: MAIN CIRCUIT BREAKER MAIN SIZE: 225 AMPS LEGEND: GF: GFCI CIRCUIT BREAKER NOTES: TOTAL CIRCUIT CIRCUIT TOTAL LOAD GND WIRE BRANCH CIRCUIT BREAKER CIRCUIT BREAKER BRANCH CIRCUIT WIRE GND LOAD (KVA)SIZE SIZE DESCRIPTION SIZE/TYPE NUMBER SIZE/TYPE DESCRIPTION SIZE SIZE (KVA) 0.72 12 12 REC:102 20/1 1 *|| 2 20/1 REC:118 12 12 1.08 0.90 12 12 REC:102 20/1 3 |*| 4 20/1 ECHO MACHINE:118C 12 12 1.00 0.72 12 12 REC:101 20/1 5 ||* 6 20/1 REC:118C 12 12 0.72 0.50 12 12 SNYDER UNIT:112 20/1 7 *|| 8 20/1 EXAM LTG:111 12 12 0.50 0.50 12 12 SNYDER UNIT:112 20/1 9 |*| 10 20/1 EXAM LTG:108,110 12 12 1.00 0.90 12 12 CAGE REC:112 20/1 11 ||* 12 20/1 EXAM LTG:107A 12 12 0.50 0.90 12 12 CAGE REC:112 20/1 13 *|| 14 20/1 EXAM LTG:107 12 12 1.00 0.72 12 12 CAGE REC:112 20/1 15 |*| 16 20/1 EXAM LTG:107 12 12 1.00 0.72 12 12 CAGE REC:112 20/1 17 ||* 18 20/1 EXAM LTG:107 12 12 1.00 0.72 12 12 CAGE REC:112 20/1 19 *|| 20 20/1 EXAM LTG:112 12 12 1.00 1.50 12 12 CORD REEL:112 20/1 21 |*| 22 20/1 EXAM LTG:112 12 12 1.00 1.00 12 12 CORD REEL:112 20/1 23 ||* 24 20/1 EXAM LTG:115 12 12 1.00 1.00 12 12 CORD REEL:112 20/1 25 *|| 26 20/1 EXAM LTG:115 12 12 1.00 0.90 12 12 CAGE REC:110 20/1 27 |*| 28 20/1 EXAM LTG:118 12 12 1.00 0.72 12 12 CAGE REC:110 20/1 29 ||* 30 20/1 REC: 112 12 12 0.90 0.50 12 12 UC FRIDGE:107 20/1,GF 31 *|| 32 20/1,GF UC FRIDGE 112 12 12 0.50 0.50 12 12 SNYDER UNIT:107 20/1 33 |*| 34 20/1 REC: 107 12 12 0.54 0.50 12 12 SNYDER UNIT:107 20/1 35 ||* 36 20/1 REC: 107 12 12 0.54 0.36 12 12 REC:107 20/1 37 *|| 38 20/1 REC: 107 21 21 0.36 1.08 12 12 CAGE REC:107 20/1 39 |*| 40 20/1 AUTOMATIC DOORS 100 12 12 0.50 0.50 12 12 UC FRIDGE:107 20/1,GF 41 ||* 42 20/1 SPARE 0.00 1.00 12 12 FRIDGE:107 20/1,GF 43 *|| 44 20/1 SPARE 0.00 0.90 12 12 REC:113 20/1 45 |*| 46 20/1 SPARE 0.00 0.90 12 12 REC:107 20/1 47 ||* 48 20/1 SPARE 0.00 0.72 12 12 REC:107 20/1 49 *|| 50 20/1 SPARE 0.00 0.72 12 12 REC:107 20/1 51 |*| 52 20/1 SPARE 0.00 0.90 12 12 REC:107 20/1 53 ||* 54 20/1 SPARE 0.00 0.90 12 12 REC:107C 20/1 55 *|| 56 20/1 SPARE 0.00 0.50 12 12 UC FRIDGE:115 20/1,GF 57 |*| 58 20/1 SPARE 0.00 0.50 12 12 CORD REEL:115 20/1 59 ||* 60 20/1 SPARE 0.00 1.00 12 12 CORD REEL:115 20/1 61 *|| 62 20/1 SPARE 0.00 0.50 12 12 REC:115 20/1 63 |*| 64 20/1 SPARE 0.00 0.50 12 12 REC:115 20/1 65 ||* 66 20/1 SPARE 0.00 0.50 12 12 REC:115 20/1 67 *|| 68 20/1 SPARE 0.00 0.50 12 12 REC:115 20/1 69 |*| 70 20/1 SPARE 0.00 1.08 12 12 CAGE REC:115 20/1 71 ||* 72 20/1 SPARE 0.00 0.90 12 12 CAGE REC:115 20/1 73 *|| 74 20/1 SPARE 0.00 0.90 12 12 CAGE REC:115 20/1 75 |*| 76 20/1 SPARE 0.00 0.90 12 12 CAGE REC:115 20/1 77 ||* 78 20/1 SPARE 0.00 1.00 12 12 FRIDGE:109 20/1,GF 79 *|| 80 20/1 SPARE 0.00 0.72 12 12 REC:109 20/1 81 |*| 82 20/1 SPARE 0.00 0.54 12 12 REC:109 20/1 83 ||* 84 20/1 SPARE 0.00 CONNECTED LOAD SUMMARY: LIGHTING: 10.0 KVA PANEL AMP SUMMARY: RECEPTACLES & MISC.: 37.6 KVA 134.7 PHASE A MOTOR: 0.5 KVA 140.7 PHASE B HEATING: 0.0 KVA 125.3 PHASE C TOTAL: 48.1 KVA PANEL ID:SP3 VOLTAGE:208 / 120 LOCATION: CORR X220 PHASE: 3 MOUNTING: FLUSH WIRE: 4 MAIN TYPE: MAIN CIRCUIT BREAKER MAIN SIZE: 225 AMPS LEGEND: GF: GFCI CIRCUIT BREAKER NOTES: TOTAL CIRCUIT CIRCUIT TOTAL LOAD GND WIRE BRANCH CIRCUIT BREAKER CIRCUIT BREAKER BRANCH CIRCUIT WIRE GND LOAD (KVA)SIZE SIZE DESCRIPTION SIZE/TYPE NUMBER SIZE/TYPE DESCRIPTION SIZE SIZE (KVA) 0.90 12 12 REC:202 20/1 1 *|| 2 20/1,GF UC FRIDGE:219 12 12 0.50 0.72 12 12 REC:202 20/1 3 |*| 4 20/1 CAGE REC: 219A 12 12 0.72 0.72 12 12 REC:202 20/1 5 ||* 6 20/1 SPARE 0.00 0.72 12 12 REC:202 20/1 7 *|| 8 20/1,GF UC FRIDGE:225 12 12 0.50 0.54 12 12 REC:202 20/1 9 |*| 10 20/1,GF FRIDGE:231 12 12 1.00 0.90 12 12 REC:203 20/1 11 ||* 12 20/1,GF FRIDGE:231 12 12 1.00 0.72 12 12 REC:203 20/1 13 *|| 14 20/1,GF VENDING MACHINE:231 12 12 1.00 0.72 12 12 REC:203 20/1 15 |*| 16 20/1,GF VENDING MACHINE:231 12 12 1.00 0.72 12 12 REC:203 20/1 17 ||* 18 20/1 REC:226 12 12 0.36 0.54 12 12 REC:203 20/1 19 *|| 20 20/1 REC:226 12 12 0.36 0.90 12 12 REC:201 20/1 21 |*| 22 20/1 REC:226 12 12 0.36 0.72 12 12 REC:201 20/1 23 ||* 24 20/1 REC:226 12 12 0.36 0.72 12 12 REC:201 20/1 25 *|| 26 20/1 REC:226 12 12 0.36 0.72 12 12 REC:201 20/1 27 |*| 28 20/1 REC:226 12 12 0.36 0.54 12 12 REC:201 20/1 29 ||* 30 20/1 CAGE REC:221 12 12 1.08 0.90 12 12 REC:206 20/1 31 *|| 32 20/1,GF FRIDGE:223 12 12 1.00 0.72 12 12 REC:206 20/1 33 |*| 34 20/1 EXAM LTG:202,203 12 12 1.00 0.72 12 12 REC:206 20/1 35 ||* 36 20/1 EXAM LTG:201 12 12 0.50 0.72 12 12 REC:206 20/1 37 *|| 38 20/1 EXAM LTG:204,205 12 12 1.00 0.54 12 12 REC:206 20/1 39 |*| 40 20/1 EXAM LTG:210 12 12 1.00 0.90 12 12 REC:204 20/1 41 ||* 42 20/1 EXAM LTG:210 12 12 1.00 0.72 12 12 REC:204 20/1 43 *|| 44 20/1 EXAM LTG:219A 12 12 0.50 0.72 12 12 REC:204 20/1 45 |*| 46 20/1 FLUOROSCOPY MACHINE 206 12 12 0.50 0.72 12 12 REC:204 20/1 47 ||* 48 20/2 AUTOCLAVE 207 12 12 1.00 0.54 12 12 REC:204 20/1 49 *|| 50 - - 12 - 1.00 0.90 12 12 REC:205 20/1 51 |*| 52 20/1 STERILIZER 207 12 12 1.00 0.72 12 12 REC:205 20/1 53 ||* 54 20/1 STERILIZER 207 12 12 1.00 0.72 12 12 REC:205 20/1 55 *|| 56 20/1 EXAM LIGHTING 221 12 12 1.00 0.72 12 12 REC:205 20/1 57 |*| 58 20/1 EXAM LIGHTING 221 12 12 1.00 0.54 12 12 REC:205 20/1 59 ||* 60 20/1 SPARE 0.00 1.00 12 12 FRIDGE:X210 20/1,GF 61 *|| 62 20/1 SPARE 0.00 1.08 12 12 REC:208 20/1 63 |*| 64 20/1 SPARE 0.00 0.36 12 12 REC:207A 20/1 65 ||* 66 20/1 SPARE 0.00 0.72 12 12 REC:207A 20/1 67 *|| 68 20/1 SPARE 0.00 1.00 12 12 STERILIZER 207B 20/2 69 |*| 70 20/1 SPARE 0.00 1.00 - 12 - - 71 ||* 72 20/1 SPARE 0.00 0.50 12 12 UC FRIDGE:210 20/1,GF 73 *|| 74 20/1 SPARE 0.00 0.90 12 12 CAGE REC:210 20/1 75 |*| 76 20/1 SPARE 0.00 0.36 12 12 REC:210 20/1 77 ||* 78 20/1 SPARE 0.00 0.36 12 12 REC:210 20/1 79 *|| 80 20/1 SPARE 0.00 0.36 12 12 REC:210 20/1 81 |*| 82 20/1 SPARE 0.00 0.36 12 12 REC:210 20/1 83 ||* 84 20/1 SPARE 0.00 CONNECTED LOAD SUMMARY: LIGHTING: 7.0 KVA PANEL AMP SUMMARY: RECEPTACLES & MISC.:44.1 KVA 142.9 PHASE A MOTOR: 0.0 KVA 155.3 PHASE B HEATING: 0.0 KVA 132.4 PHASE C TOTAL: 51.1 KVA PANEL ID: EP VOLTAGE:480 / 277 LOCATION: MEP 135 PHASE: 3 MOUNTING: SURFACE WIRE: 4 MAIN TYPE:MAIN CIRCUIT BREAKER MAIN SIZE: 60 AMPS LEGEND:NOTES: TOTAL CIRCUIT CIRCUIT TOTAL LOAD GND WIRE BRANCH CIRCUIT BREAKER CIRCUIT BREAKER BRANCH CIRCUIT WIRE GND LOAD (KVA)SIZE SIZE DESCRIPTION SIZE/TYPE NUMBER SIZE/TYPE DESCRIPTION SIZE SIZE (KVA) 0.50 12 12 EMERG. LTG:1 FLR AREA A 20/1 1 *|| 2 20/1 ELEVATOR PIT LIGHTING 12 12 0.10 1.50 12 12 EMERG. LTG:1 FLR AREA B 20/1 3 |*| 4 20/1 SPARE 0.00 1.50 12 12 EMERG. LTG:1 FLR AREA C 20/1 5 ||* 6 20/1 SPARE 0.00 0.91 12 12 EMERG. LTG:1 FLR AREA D 20/1 7 *|| 8 20/1 SPARE 0.00 1.10 12 12 EMERG. LTG:2 FLR AREA A 20/1 9 |*| 10 20/1 SPARE 0.00 1.00 12 12 EMERG. LTG:2 FLR AREA B 20/1 11 ||* 12 20/1 SPARE 0.00 0.71 12 12 EMERG. LTG:2 FLR AREA C 20/1 13 *|| 14 20/1 SPARE 0.00 0.80 12 12 EMERG. LTG:2 FLR AREA D 20/1 15 |*| 16 20/1 SPARE 0.00 1.20 12 12 EMERG. LTG:2 FLR AREA E 20/1 17 ||* 18 20/1 SPARE 0.00 0.00 SPARE 20/1 19 *|| 20 20/1 SPARE 0.00 0.00 SPARE 20/1 21 |*| 22 20/1 SPARE 0.00 0.00 SPARE 20/1 23 ||* 24 20/1 SPARE 0.00 0.00 SPARE 20/1 25 *|| 26 20/1 SPARE 0.00 0.00 SPARE 20/1 27 |*| 28 20/1 SPARE 0.00 0.00 SPARE 20/1 29 ||* 30 20/1 SPARE 0.00 0.00 SPARE 20/1 31 *|| 32 20/1 SPARE 0.00 0.00 SPARE 20/1 33 |*| 34 20/1 SPARE 0.00 0.00 SPARE 20/1 35 ||* 36 20/1 SPARE 0.00 0.00 SPARE 20/1 37 *|| 38 20/1 SPARE 0.00 0.00 SPARE 20/1 39 |*| 40 20/1 SPARE 0.00 0.00 SPARE 20/1 41 ||* 42 20/1 SPARE 0.00 CONNECTED LOAD SUMMARY: LIGHTING: 9.3 KVA PANEL AMP SUMMARY: (ALL TOTALS RECEPTACLES & MISC.:0.0 KVA 8.0 PHASE A INCLUDE BOTH MOTOR: 0.0 KVA 12.3 PHASE B TUBS)HEATING: 0.0 KVA 13.4 PHASE C TOTAL: 9.3 KVA PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 2021-0012 20297 ELECTRICAL SCHEDULES 04 MARCH 2022 E5.04Stanley J. Kmonk Dustin J. Ruby Garrett W. Strauss MEDVET CARMEL - ANIMAL HOSPITAL650 MAYFLOWER PARK DRIVE|CARMEL, IN 46032RENOVATION AND ADDITION EXISTING NATURAL GAS EMERGENCY GENERATOR 208/120 V, 3 PHASE, 4 W, 100 KW EXISTING NATURAL GAS EMERGENCY GENERATOR 208/120 V, 3 PHASE, 4 W, 100 KW 1 EXISTING ONE LINE N.T.S. WIRING DIAGRAM 1 ONE LINE DEMOLITION N.T.S. WIRING DIAGRAM 1716 RTU1 200/3 1200 AMP, 208/120 V, 3 PHASE, 4 W EXISTING DISTRIBUTION PANELBOARD MDP 651 M N G 45/3 30/3 7 200/3 9 200/3 12 80/3 13 200/3 SPACE 15 SPACE 2 EXISTING UTILITY CO. TRANSFORMER EXISTING UTILITY CO. METER EXISTING 10 200/3 11 150/3 43 30/3 30/3 18 EXISTING 9 225/3 9 225/3 RTU7 25/3 14 EXISTING 1200/3 RTU8 EXISTING RTU9 EXISTING RTU6 EXISTING RTU5 EXISTING RTU4 EXISTING RTU3 EXISTING PANEL L1 EXISTING PANEL LS EXISTING PANEL M2 EXISTING PANEL M1 RTU2 EXISTING LIFT STATION EXISTING SPACE G EXISTING PANEL EXISTING ATS 200/3 200 AMP E 45/3 45/3 1716 RTU1 30/3 1200 AMP, 208/120 V, 3 PHASE, 4 W EXISTING DISTRIBUTION PANELBOARD MDP 651 M N G 45/3 30/3 7 200/3 9 200/3 12 30/3 13 200/3 SPACE 15 SPACE 2 EXISTING UTILITY CO. TRANSFORMER EXISTING UTILITY CO. METER EXISTING 10 200/3 11 30/3 43 30/3 30/3 18 EXISTING 9 225/3 9 225/3 RTU7 45/3 14 EXISTING 1200/3 RTU8 EXISTING RTU9 EXISTING RTU6 EXISTING RTU5 EXISTING RTU4 EXISTING RTU3 EXISTING PANEL L1 EXISTING PANEL LS EXISTING PANEL M2 EXISTING PANEL M1 RTU2 EXISTING LIFT STATION EXISTING SPACE G EXISTING PANEL 200/3 E 45/3 45/3 EXISTING ATS 200 AMP 225/3 400/3 400/3 EXISTING CT CASSETTE EXISTING CT CASSETTE PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 2021-0012 20297 ONE LINE DIAGRAM - EXISTING 04 MARCH 2022 E6.01Stanley J. Kmonk Dustin J. Ruby Garrett W. Strauss MEDVET CARMEL - ANIMAL HOSPITAL650 MAYFLOWER PARK DRIVE|CARMEL, IN 46032RENOVATION AND ADDITION CODED NOTES 1. PROVIDE CONTROL TO ALLOW THE TRIP UNIT TO BE PLACED IN MAINTENANCE MODE TO REDUCE POTENTIAL ARC FLASH ENERGY. 2. 84 CIRCUIT PANELBOARD. 3. ELEVATOR SHUNT TRIP SAFETY SWITCH. TRANSFORMER SCHEDULE NOTES: SOME ENTRIES MAY NOT BE USED. REFER TO ONE LINE DIAGRAM AND FLOOR PLANS FOR LOCATIONS XTMR NO.KVA VOLTAGE PRIMARY SECONDARY OCP FEEDER OCP FEEDER T1 15 480 DELTA // 208/120 Y 40/3 50/3 #8 AWG T2 30 480 DELTA // 208/120 Y 70/3 100/3 #6 AWG T3 45 480 DELTA // 208/120 Y 125/3 175/3 #4 AWG T4 75 480 DELTA // 208/120 Y 175/3 250/3 #2 AWG T5 112.5 480 DELTA // 208/120 Y 300/3 400/3 #1/0 AWG T6 150 480 DELTA // 208/120 Y 350/3 500/3 #2/0 AWG T7 225 480 DELTA // 208/120 Y 600/3 800/3 #3/0 AWG T8 300 480 DELTA // 208/120 Y 700/3 1000/3 #3/0 AWG T9 65 480 DELTA // 240/120 Y 175/3 3 5 8 OR 3A 9 OR 4A 13 OR 8A 62 14 OR 9A 17 OR 12A 18 OR 13A 63 OR 70A 64 OR 71A 65 OR 72A 66 OR 73A 67 OR 74A 68 OR 75A 69 OR 76A GROUNDING ELECTRODE (COPPER ONLY) 250/3 #2 AWG9 OR 4A 65 OR 72A DIESEL EMERGENCY GENERATOR 480/277 V, 3 PHASE, 4 W, 300 KW 2 2 2 2 22 2 1 ONE LINE N.T.S. WIRING DIAGRAM 1 3 19 400/3 27A 60/3 18 G #4 AWG 19A PANEL EP ATS #2 400/4 POLE ATS #1 60/4 POLE 60/3400/3 MRI 44 MCA RTU9 3R 60/60/3 400 AMP, 480/277 V, 3 PHASE, 4 W STANDBY POWER PANELBOARD EDP 2 350/3 28A 6 60/3 5 9A 400/3 27A 19A 19A 27A #6 N G 1600 AMP, 480/277 V, 3 PHASE, 4 W MAIN SWITCHBOARD MSB1 761 M 34A N G #1/0 SPD 60/3 62 100/3 40A PANEL L1 100/3 40A PANEL L2 8 100/3 9 30/3 14 80/3 15 172 700/3 2 225/3 PANEL P1 23A 800/3 800 AMP, 208/120 V, 3 PHASE, 4 W DISTRIBUTION PANELBOARD DP1 17 MCA RTU1 3R 30/20/3 UTILITY CO. TRANSFORMER UTILITY CO. METER MOUNTED ON POST 1 SPD 60/3 62 59A 13A 1600/3 GF #3/0 12 13 150/3 54 225/3 PANEL 225/3 PANEL 3 225/3 PANEL P2 23A MP1 MP2 1 30/3 SPARE 21 FUTURE T6 150 KVA 480 V, 3 ∅ - 208/120 V,3 ∅ FUTURE T7 225 KVA 480 V, 3 ∅ - 208/120 V,3 ∅ 23A TRIPLE SWITCH NEC 700 LIFE SAFETY NEC 702 OPTIONAL 10 30/3 11 20/3 8.5 MCA RTU3 3R 30/20/3 3R 100/80/3 2 2 4 225/3 7 50/3 VACUUM PUMP VP1 (2)5 HP M 60/50/3 4 5 100/3 16 22 500 AMP, 208/120 V, 3 PHASE, 4 W STANDBY POWER PANELBOARD SDP 1 200/3 500/3 PANEL SP1 2 200/3 PANEL SP2 22A 3 100/3 PANEL SP3 19A22A 6 100/3 XRAY1 5 175/3 9 100/100/3 XRAY2 4 175/3 9 100/100/3 65 65 T9T9 SPARE MRI CHILLER 1817 30/3 1200 AMP, 208/120 V, 3 PHASE, 4 W EXISTING DISTRIBUTION PANELBOARD MDP 651 N G 45/3 30/3 7 200/3 8 200/3 13 30/3 14 200/3 SPACE 16 SPACE 2 11 200/3 12 30/3 43 30/3 30/3 199 225/3 10 225/3 45/3 151200/3 EXISTING PANEL M1 EXISTING PANEL M2 LIFT STATION EXISTING SPACE 45/3 45/3 T8 300 KVA 480 V, 3 ∅ - 208/120 V,3 ∅ 3R 60A 225/3 SPARESPARESPARESPARESPARESPARESPARESPARESPARESPARE 400/3 400/3 20/3 8.5 MCA RTU7 3R 30/20/3 2 125/3 118 MCA RTU8 3R 200/125/3 8 13 MCA RTU2 3R 30/20/3 2 20/3 7.6 MCA RTU4 3R 30/20/3 2 20/3 8.5 MCA RTU5 3R 30/20/3 2 20/3 8.5 MCA RTU6 3R 30/20/3 2 3 600/3 12A PANEL P3 22A EXISTING CT CASSETTE 60/3 23 24 25 60/3100/3 SPARE SPARE SPARE TEMPORARY GENERATOR 19A 20 200/3 10 200/200/3 HUMIDIFER 3 20/3 12 A 1 30/20/3 SPARE 100/3 PANEL P4 22A FUTURE CT 7 200/3 50 HP ELEVATOR SPARE 3R 800/600/3 3R 1200/1200/3 FEEDER FROM UTILITY TRANSFORMER DURING ENABLING PHASE. SHALL BE FED FROM MSB1 DURING PHASE 2 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 2021-0012 20297 ONE LINE DIAGRAM - NEW WORK 04 MARCH 2022 E6.02Stanley J. Kmonk Dustin J. Ruby Garrett W. Strauss MEDVET CARMEL - ANIMAL HOSPITAL650 MAYFLOWER PARK DRIVE|CARMEL, IN 46032RENOVATION AND ADDITION MEDVET INDIANAPOLIS MAIN SWITCHBOARD LOAD SUMMARY Description Lighting (kVA) Receptacle (kVA) Motor(kVA) Heating (kVA) Connected (kVA) NOTES MDP 1.6 237.5 53.4 5.0 297.5 DP1 0.2 33.2 12.7 0.0 46.1 EDP 20.2 266.4 92.0 0.0 378.6 MP1 0.0 0.0 0.0 25.0 25.0 MP2 0.0 0.0 0.0 42.0 42.0 L1 5.2 0.0 0.0 0.0 5.2 L2 4.1 0.0 0.0 0.0 4.1 RTU1 14.0 14.0 RTU2 11.0 11.0 RTU3 7.0 7.0 RTU4 6.3 6.3 RTU5 7.0 7.0 RTU6 7.0 7.0 RTU7 7.0 7.0 RTU8 98.0 98.0 FUTURE CT MACHINE 50.0 50.0 FUTURE MRI 125.0 125.0 FUTURE MRI CHILLER 55.0 55.0 0.0 EP 9.3 0.0 0.0 0.0 9.3 TOTAL 40.6 712.1 370.4 72.0 1195.1 TOTAL CONNECTED KVA 1195.1 TOTAL CONNECTED AMPS @ 480V 1437.5 TOTAL DEMAND KVA 878.7 TOTAL DEMAND AMPS @ 480V 1056.9 EQUIPMENT AMP RATING 1600 80% EQUIPMENT RATING 1280 MDP DISTRIBUTION PANELBOARD LOAD SUMMARY Description Lighting (kVA) Receptacle (kVA) Motor(kVA) Heating (kVA) Connected (kVA) NOTES P3 0.6 47.4 7.9 0.0 55.9 P4 0.0 0.0 0.0 0.0 0.0 EXISTING M1 0.0 29.5 3.0 3.0 35.5 EXISTING M2 1.0 10.6 7.5 2.0 21.1 EXISTING LIFT STATION 35.0 35.0 EXISTING CT CASSETTE 150.0 150.0 TOTAL 1.6 237.5 53.4 5.0 297.5 TOTAL CONNECTED KVA 297.5 TOTAL CONNECTED AMPS @ 208V 825.8 TOTAL DEMAND KVA 192.9 TOTAL DEMAND AMPS @ 208V 535.5 EQUIPMENT AMP RATING 1200 80% EQUIPMENT RATING 960 DP1 DISTRIBUTION PANELBOARD LOAD SUMMARY Description Lighting (kVA) Receptacle (kVA) Motor(kVA) Heating (kVA) Connected (kVA) NOTES P1 0.2 33.2 0.7 0.0 34.1 P2 0.0 0.0 0.0 0.0 0.0 VACUUM PUMP VP1 12.0 12.0 TOTAL 0.2 33.2 12.7 0.0 46.1 TOTAL CONNECTED KVA 46.1 TOTAL CONNECTED AMPS @ 208V 128.1 TOTAL DEMAND KVA 37.6 TOTAL DEMAND AMPS @ 208V 104.3 EQUIPMENT AMP RATING 800 80% EQUIPMENT RATING 640 EDP DISTRIBUTION PANELBOARD LOAD SUMMARY Description Lighting (kVA) Receptacle (kVA) Motor(kVA) Heating (kVA) Connected (kVA) NOTES SDP 20.2 90.4 1.0 0.0 111.6 HUMIDIFIER 10.0 10.0 XRAY 1 83.0 83.0 XRAY 2 83.0 83.0 RTU 9 37.0 37.0 ELEVATOR 54.0 54.0 TOTAL 20.2 266.4 92.0 0.0 378.6 TOTAL CONNECTED KVA 378.6 TOTAL CONNECTED AMPS @ 480V 455.4 TOTAL DEMAND KVA 268.9 TOTAL DEMAND AMPS @ 480V 323.5 EQUIPMENT AMP RATING 400 80% EQUIPMENT RATING 320 SDP DISTRIBUTION PANELBOARD LOAD SUMMARY Description Lighting (kVA) Receptacle (kVA) Motor(kVA) Heating (kVA) Connected (kVA) NOTES SP1 3.2 8.7 0.5 0.0 12.4 SP2 10.0 37.6 0.5 0.0 48.1 SP3 7.0 44.1 0.0 0.0 51.1 TOTAL 20.2 90.4 1.0 0.0 111.6 TOTAL CONNECTED KVA 111.6 TOTAL CONNECTED AMPS @ 208V 309.7 TOTAL DEMAND KVA 76.6 TOTAL DEMAND AMPS @ 208V 212.5 EQUIPMENT AMP RATING 500 80% EQUIPMENT RATING 400 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 2021-0012 20297 ONE LINE SCHEDULES 04 MARCH 2022 E6.03Stanley J. Kmonk Dustin J. Ruby Garrett W. Strauss MEDVET CARMEL - ANIMAL HOSPITAL650 MAYFLOWER PARK DRIVE|CARMEL, IN 46032RENOVATION AND ADDITION SYMBOLS LIST FOR WIRING DIAGRAMS AND DETAILS SYMBOL DESCRIPTION SOME SYMBOLS MAY NOT BE USED.1. CIRCUIT BREAKER (SIZE AS NOTED)100/3 SPACE FOR DEVICE (SIZE AS NOTED) 100/3 100/3 SPARE FUSIBLE SWITCH (WITHOUT FUSES) CURRENT TRANSFORMER POTENTIAL TRANSFORMER UTILITY METER PANELBOARD COMBINATION MOTOR STARTER (STARTER SIZE, FUSE SIZE, MAGNETIC MOTOR STARTER (STARTER SIZE, FUSE SIZE, SAFETY SWITCH (SWITCH SIZE, FUSE SIZE, NO. OF30/20/3 WEATHERPROOFWP MOTOR VARIABLE FREQUENCY DRIVE CONTROL PANEL (BY OTHERS) EMERGENCY GENERATORG AUTOMATIC TRANSFER SWITCH GROUNDING ELECTRODE AND CONDUCTOR MANUAL TRANSFER SWITCH EQUIPMENT (AS NOTED) POLES AS NOTED) NF=NONFUSED VFD (CONDUCTOR SIZE AS NOTED)#6 GROUND FAULT SENSOR/OPERATOR NO. OF POLES -AS NOTED) "3R" DENOTES NEMA "3R" ENCLOSURE, "NF"=NONFUSED NF 1/25/3 3R, NF NO. OF POLES -AS NOTED) "3R" DENOTES NEMA "3R" ENCLOSURE, "NF"=NONFUSED 3R, NF 1/25/3 GF M CP M SURGE PROTECTION DEVICESPD POWER TRANSFORMER, "TX" DENOTES NAME "T1" NOTES TYPE T1 (SEE TRANSFORMER SCHEDULE) TX GENERAL NOTE ALL EQUIPMENT AND FEEDERS SHOWN IN SOLID, LIGHTWEIGHT LINES INDICATE EXISTING EQUIPMENT AND FEEDERS TO REMAIN. ALL EQUIPMENT AND FEEDERS SHOWN IN DASHED, LIGHTWEIGHT LINES INDICATE EXISTING EQUIPMENT AND FEEDERS TO BE DISCONNECTED AND REMOVED. ALL HEAVYWEIGHT LINES INDICATE NEW EQUIPMENT AND FEEDERS. PROVIDE NEW FUSES WHERE NEW FEEDERS ARE BEING CONNECTED TO EXISTING FUSIBLE SWITCHES. 1 3 - #4/0 AWG 59 15 KV OPEN 15 KV 61 60 3 - 500 KCMIL - 1 - TVSS FIRE PUMP FIRE PUMP 58 56 57 55 54 53 3 - #1 AWG 3 - #2 AWG 6 - #1 AWG 1 1 1 5"1 - #4/0 AWG - - - 1 - #4/0 AWG - - - 5" 1 - #2 AWG - - - 1 - #2 AWG 1 - #6 AWG 1 - #6 AWG - - - - 1-1/2" 2" 2" 1 - 500 KCMIL 1 - 500 KCMIL 1 - 250 KCMIL 1 - 300 KCMIL 1 - 250 KCMIL 1 - 600 KCMIL 1 - 500 KCMIL 3 - 500 KCMIL2600 46 51 52 50 800 48 49 47 3 - 500 KCMIL3 400 200 225 45 43 44 100 3000 4000 42 40 41 3 - 250 KCMIL 3 - 300 KCMIL 3 - 250 KCMIL 2 1 1 3 - #1/0 AWG 3 - 600 KCMIL 3 - 500 KCMIL 1 8 10 3-1/2"1 - #1 AWG 1 - #1/0 AWG - 3-1/2" 1 - #3 AWG 1 - #6 AWG 1 - #4 AWG 1 - #1/0 AWG 1 - #8 AWG 1 - 400 KCMIL 1 - 500 KCMIL 2-1/2" - - - - 3" 3" - - - 1-1/2" 4" 4" 2 HR FIRE RATED Y- STARTER MINIMIZE LENGTH LIGHTING PANELS 1 - 600 KCMIL 1 - 600 KCMIL 1 - 600 KCMIL 1 - 600 KCMIL 1 - 400 KCMIL 1 - 600 KCMIL 1 - 350 KCMIL 1 - 250 KCMIL 1 - 600 KCMIL 1 - 500 KCMIL 1 - 350 KCMIL 1 - 250 KCMIL 3 - 350 KCMIL2600 33 2000 2500 1600 38 39 37 1000 1200 800 35 36 34 3 - 600 KCMIL 3 - 600 KCMIL 3 - 600 KCMIL 5 6 4 3 - 600 KCMIL 3 - 400 KCMIL 3 - 600 KCMIL 3 3 2 500 400 350 32 31 30 300 250 225 29 27 28 3 - 250 KCMIL 3 - 600 KCMIL 3 - 500 KCMIL 2 1 1 3 - 350 KCMIL 3 - 250 KCMIL 3 - #4/0 AWG 1 1 1 3"-1 - #1 AWG 1 - 250 KCMIL 1 - 350 KCMIL 1 - #4/0 AWG 1 - #3/0 AWG 1 - #2/0 AWG 1 - #1/0 AWG - - - 4" 4" 4" - - - 4" 3" 4" 1 - #2 AWG 1 - #3 AWG 1 - #3 AWG 1 - #4/0 AWG 1 - #4 AWG 1 - #4 AWG 1 - #4 AWG - - - 2-1/2" 3-1/2" 3-1/2" - - - 2-1/2" 3" 2-1/2" 3 - 400 KCMIL31000 20 150 200 100 25 26 24 OPEN 1600 1200 23 22 21 3 - #1 AWG 3 - #3/0 AWG 3 - #1/0 AWG1 1 1 3 - 600 KCMIL 3 - 600 KCMIL - 4 3 - 800 600 700 19 17 18 400 500 350 15 16 14 3 - 350 KCMIL 3 - 500 KCMIL 3 - 600 KCMIL2 2 2 3 - 250 KCMIL 3 - 500 KCMIL 3 - 600 KCMIL1 2 1 1 - #2/0 AWG 3" 1 - #1/0 AWG 1 - #3/0 AWG 1 - #1 AWG 1 - #6 AWG 1 - #6 AWG 1 - #8 AWG - - - - 1 - #4/0 AWG - 1 - #3/0 AWG - - - 2" 2" 1-1/2" - - - - 3-1/2" - 3" - - - 1 - #1/0 AWG 1 - #1 AWG 1 - #1/0 AWG - - - 1 - #3 AWG 1 - #2 AWG 1 - #3 AWG - - - 3" 2-1/2" 3" - - - 3" 2" 3" DISTRIBUTION SWITCHBOARDS PANELBOARDS, AND POWER PANELS, 3 - #1 AWG1110 7 300 250 225 12 13 11 175 200 150 10 9 8 3 - #3/0 AWG 3 - 350 KCMIL 3 - 250 KCMIL 3 - #4/0 AWG 1 1 1 3 - #2/0 AWG 3 - #1/0 AWG 1 1 1 90 50 70 6 4 5 30 40 20 2 3 1 3 - #2 AWG 3 - #4 AWG 3 - #6 AWG 1 1 1 3 - #8 AWG 3 - #10 AWG 3 - #12 AWG 1 1 1 1-1/4"1 - #6 AWG - - - 1 - #4 AWG 1 - #4 AWG 1 - #4 AWG - - - - 1 - #6 AWG 1 - #6 AWG 1 - #6 AWG - - - 2" 2-1/2" 2" - - - - 1-1/2" 2" 1-1/2" - - - 1 - #8 AWG 1 - #10 AWG 1 - #8 AWG - - - 1 - #10 AWG 1 - #10 AWG 1 - #12 AWG - - - 1-1/4" 3/4" 1" - - - 3/4" 3/4" 3/4" FEEDERS 3 PHASE EQUIPMENT MOTOR AND INSULATION TYPE: THWN with COPPER CONDUCTORS ELECTRICAL METALLIC TUBING (EMT) INSULATION TYPE: COMPACT XHHW-2, ALUMINUM CONDUCTORS ALL CONDUIT EXCEPT SCHEDULE 80 LIGHTING PANELS250 2 3 - #3/0 AWG 1 - #3/0 AWG 1 - #2 AWG 2" 300 2 3 - 250 KCMIL 1 - 250 KCMIL 1 - #2 AWG 2 1/2" 350 2 3 - 300 KCMIL 1 - 300 KCMIL 1 - #1 AWG 3" 400 2 3 - 400 KCMIL 1 - 400 KCMIL 1 - #1 AWG 3" 500 2 3 - 500 KCMIL 1 - 500 KCMIL 1 - #1/0 AWG 3 1/2" 600 3 3 - 350 KCMIL 1 - 350 KCMIL 1 - #2/0 AWG 3" 700 3 3 - 500 KCMIL 1 - 500 KCMIL 1 - #3/0 AWG 3 1/2" 800 3 3 - 600 KCMIL 1 - 600 KCMIL 1 - #3/0 AWG 3 1/2" ONE LINE DIAGRAM-FEEDER SCHEDULE QUANTITY - SIZE NEUTRAL WIRENUMBER OF SETSPROTECTION OVERCURRENT AMPACITY NOTE NUMBER PHASE WIRES QUANTITY - SIZE GROUND SIZESIZE GROUND CONDUIT SIZEISOLATED PER SET COMMENTS/REMARKS 100 1 3 - #2/0 AWG 1 - #2/0 AWG 1 - #6 AWG 2" 125 1 3 - #4/0 AWG 1-#4/0 AWG 1 - #4 AWG 2" 150 1 3 - 250 KCMIL 1 - #4 AWG 2 1/2"1 - 250 KCMIL 175 1 3 - #4/0 AWG 1 - #4 AWG 2"- 175 1 3 - 300 KCMIL 1 - #4 AWG 3"1- 300 KCMIL 200 1 3 - 350 KCMIL 1 - #4 AWG 3"1- 350 KCMIL 125 100 2A 1A 3 - #2/0 AWG 3 - #1 AWG 1 1 1 - #4 AWG 1 - #6 AWG 1 1/2" 1 1/4" 3 PHASE EQUIPMENT 150 200 225 250 300 350 400 500 600 700 800 1000 1200 1600 2000 3A 1 4A 15A 16A 1 1 7A 18A 29A 210A 211A 212A 313A 314A 315A 416A 517A 6 3 - #3/0 AWG 3 - 250 KCMIL 3 - 300 KCMIL 3 - 350 KCMIL 3 - 500 KCMIL 3 - #4/0 AWG 3 - 250 KCMIL 3 - 350 KCMIL 3 - 500 KCMIL 3 - 350 KCMIL 3 - 400 KCMIL 3 - 600 KCMIL 3 - 500 KCMIL 3 - 600 KCMIL 3 - 600 KCMIL 1 - #4 AWG 1 - #4 AWG 1 - #2 AWG 1 - #2 AWG 1 - #2 AWG 1 - #1 AWG 1 - #1 AWG 1 - #1/0 AWG 1 - #2/0 AWG 1 - #3/0 AWG 1 - #3/0 AWG 1 - #4/0 AWG 1 - 250 KCMIL 1 - 350 KCMIL 1 - 400 KCMIL 2" 2 1/2" 2 1/2" 3" 2" 2" 2 1/2" 3 2 1/2" 3" 3" 2" 3" 3" 3" - - - - - - - - - - - - - - - - - 1 - 600 KCMIL 1 - 700 KCMIL3000 4000 3 - 600 KCMIL 3 - 700 KCMIL8 12 4" 1 - 600 KCMIL 1 - 600 KCMIL 1 - 600 KCMIL 1 - 500 KCMIL 1 - 600 KCMIL 1 - 400 KCMIL 1 - 500 KCMIL 1 - 350 KCMIL 1 - 250 KCMIL 1 - 500 KCMIL 1 - 350 KCMIL 3 - 500 KCMIL2600 2000 2500 1600 1000 1200 800 3 - 600 KCMIL 3 - 600 KCMIL 3 - 600 KCMIL 6 8 5 3 - 500 KCMIL 3 - 600 KCMIL 3 - 400 KCMIL 4 3 3 500 400 350 300 250 225 3 - 350 KCMIL 3 - 250 KCMIL 2 2 2 3 - 500 KCMIL 3 - 350 KCMIL 3 - 300 KCMIL 1 1 1 3 1/2" 3 1/2" 3" 3" 2 1/2" 2" 3" 3 1/2" 3" 150 200 100 3 - #1 AWG 3 - 250 KCMIL 3 - #3/0 AWG1 1 1 1 - #3/0 AWG 1 - #1 AWG 2" 1 1/2" DISTRIBUTION SWITCHBOARDS PANELBOARDS, AND POWER PANELS, 125 3 - #2/0 AWG1 1 - #2/0 AWG 1 - 350 KCMIL3 - 350 KCMIL3700 3" 1 - 750 KCMIL5000 3 - 750 KCMIL13 4" 3 - #4/0 AWG 1 - 250 KCMIL 1 - 300 KCMIL 1 - #4/0 AWG 1 - #4 AWG 1 - #6 AWG 1 - #4 AWG 1 - #4 AWG 1 - #2 AWG 1 - #2 AWG 1 - #2 AWG 1 - #1 AWG 1 - #1 AWG 1 - #1/0 AWG 1 - #2/0 AWG 1 - #3/0 AWG 1 - #3/0 AWG 1 - #4/0 AWG 1 - 250 KCMIL 1 - 350 KCMIL 1 - 400 KCMIL 1 - 600 KCMIL 1 - 600 KCMIL 1 - 750 KCMIL 1 - 750 KCMIL 1 1/2" 2 1/2" 3 1/2" 3 1/2" 3 1/2" 3 1/2" 4" 19A 18A 20A 21A 22A 23A 24A 25A 26A 27A 28A 29A 30A 31A 32A 33A 34A 35A 36A 37A 38A 39A 40A 41A 42A 43A 44A 45A 46A 47A 48A 49A 50A 51A 52A 53A 54A 55A 56A 57A 58A 59A 60A 61A & MISC ONE LINE DIAGRAM-FEEDER SCHEDULE QUANTITY - SIZE NEUTRAL WIRENUMBER OF SETSPROTECTION OVERCURRENT AMPACITY NOTE NUMBER PHASE WIRES QUANTITY - SIZE GROUND SIZESIZE GROUND CONDUIT SIZEISOLATED PER SET COMMENTS/REMARKS 62 1 1 1 1 50 3 - #8 AWG 1 - #8 AWG - 3/4"3 - #8 AWG 100 30 KVA TXMR SEC 15 KVA TXMR SEC 250 75 KVA TXMR SEC 400 500 112.5 KVA TXMR SEC 150 KVA TXMR SEC 800 225 KVA TXMR SEC 1000 300 KVA TXMR SEC 1600 500 KVA TXMR SEC 175 1 45 KVA TXMR SEC 3 - #1 AWG 1 - #1 AWG 1 - #6 AWG - 1-1/2" 3 - #2/0 AWG 1 - #2/0 AWG 1 - #4 AWG - 2" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - 250 KCMIL3 - 250 KCMIL 1 - #2 AWG - 2-1/2" 1 - 600 KCMIL3 - 600 KCMIL 1 - #1/0 AWG - 3-1/2" 1 - 250 KCMIL3 - 250 KCMIL2 1 - #2/0 AWG - 2-1/2" 1 - 600 KCMIL3 - 600 KCMIL2 1 - #2/0 AWG - 4" 1 - 400 KCMIL3 - 400 KCMIL3 1 - #2/0 AWG - 3" 1 - 600 KCMIL3 - 600 KCMIL4 1 - 300 KCMIL - 4" 100 30 KVA TXMR SEC 250 75 KVA TXMR SEC 400 500 112.5 KVA TXMR SEC 150 KVA TXMR SEC 800 225 KVA TXMR SEC 1000 300 KVA TXMR SEC 1600 500 KVA TXMR SEC 175 45 KVA TXMR SEC OPEN - - - - - - 3 - #1 AWG1 1 - #1 AWG 1 1/2"1 - #6 AWG - 1 3 - #4/0 AWG 1-#4/0 AWG 1 - #2 AWG 2.5"- 1 - 350 KCMIL3 - 350 KCMIL1 3"1 - #1/0 AWG - 1 - 250 KCMIL3 - 250 KCMIL2 2 1/2"1 - #3/0 AWG - 1 - 350 KCMIL3 - 350 KCMIL2 3.5"1 - #3/0 AWG - 1 - 400 KCMIL3 - 400 KCMIL3 3"1 - #4/0 AWG - 1 - 600 KCMIL3 - 600 KCMIL3 3 1/2"1 - 250 KCMIL - 1 - 600 KCMIL3 - 600 KCMIL5 1 - 400 KCMIL 3 1/2"- FEEDERS PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 2021-0012 20297 ONE LINE SCHEDULES 04 MARCH 2022 E6.04Stanley J. Kmonk Dustin J. Ruby Garrett W. Strauss MEDVET CARMEL - ANIMAL HOSPITAL650 MAYFLOWER PARK DRIVE|CARMEL, IN 46032RENOVATION AND ADDITION DEPTH OF DUCTBANK MAY VARY - COORDINATE IN FIELD EXACT SIZE AND QUANTITY OF CONDUITS MAY VARY. REFER TO SITE PLAN NOTES. DUCTBANK SECTION N.T.S. 120 VOLT DUPLEX OUTLETS LOCATED WHERE SHOWN ON THE PLANS JUNCTION BOX FLUSH IN WALL GROMMETED OPENING TO JUNCTION BOX 2" LONG DEVICE SECTION RACEWAY COVERS (TYPICAL) C SINGLE SERVICE MULTI-OUTLET SURFACE RACEWAY N.T.S. DETAIL 2 1/4" 2 1/4" MOUNTING HEIGHT TO BE ABOVE COUNTER BACK SPLASH OR DESK (HEIGHT VARIES)-COORDINATE IN THE FIELD 3/4" CONDUIT WITH BRANCH CIRCUITS (QUANTITY SHOWN ON DRAWINGS)POWER WIRING CEILING FLOOR FIXTURE TYPE X Y Z P2 P1 36" 2" 24"72" 24"72" 90% COMPACTED BACKFILL NATURAL SOIL OR 4" CRUSHED GRAVEL CONCRETE PER SECTION 3300 SPACERS (TYPICAL) TO CORNERS OF DUCT DUCT SPACERS 3"3" 3" GRADE CONCRETE ENCASEMENT CAUTION TAPE CONDUIT 30" B.F.G. #8 WIRE HOOPS 16" ON CENTER CONTINUOUS RUN OF 18" AS REQUIRED #4 REBAR ATTACHED WIDTH (NOT REQUIRED BENEATH BUILDING SUB ON GRADE) A SAFETY BOLLARD N.T.S. DETAIL B EXTERIOR ELECTRICAL EQUIPMENT CONCRETE BASE N.T.S. DETAIL D ABOVE CAGE RACEWAY N.T.S. DETAIL F DEVICE COORDINATION N.T.S. DETAIL H INTERIOR ELECTRICAL EQUIPMENT CONCRETE BASE N.T.S. DETAIL G DETAIL I GROUNDING BUSBAR AT SWITCHBOARD N.T.S. DETAIL J CABLE DROP N.T.S. DETAIL E LIGHTING FIXTURE/RECEPTACLE AT ROOFTOP EQUIPMENT N.T.S. DETAIL K POLE MOUNTED LUMINAIRE BASE N.T.S. DETAIL FILL PIPE WITH CONCRETE SMOOTH AND BEVEL ON TOP 6" ENVELOPE OF CONCRETE AROUND PIPE SMOOTH AND BEVEL CONCRETE 2" ABOVE EXISTING GRADE 40 STEEL PIPE 6" DIA. SCHEDULE 4' 4' 2" GRADE GRADE X X X EQUIPMENT EMERGENCY GENERATOR6" PLAN DIMENSION AS REQ'D FOR EQUIPMENT (COORDINATE W/APPROVED SHOP DRAWINGS) @ MID-DEPTH #4@8" E.W. UTILITY TRANSFORMER6" SHELFRACEWAY CAGE CAGE LIGHT SWITCHES SHALL BE LOCATED WITHIN 12" OF THE STRIKE DEVICES SHALL BE ALIGNED VERTICALLY. OFFSET CONDUITS SIDE OF DOOR FRAME, OR IF NOT POSSIBLE, THEN WITHIN 12" OF WITHIN WALL AS NECESSARY. THE OPEN DOOR SWING ON HINGE SIDE WALL. PHONE/DATA/VIDEO OUTLETS SHALL BE LOCATED IMMEDIATELY ADJACENT TO DUPLEX RECEPTACLES. 5. 3. 4. 1. ALL SIMILAR DEVICES SHALL BE GANGED TOGETHER WHERE POSSIBLE. NOTES ALL WIRING DEVICE PLATES SHALL BE OF THE SAME COLOR AND STYLE.2. FINISHED FLOOR 20" 54" 80" 94" EXIT EXIT SIGN DOOR FIRE ALARM THERMOSTAT AUDIBLE/VISUAL DEVICE OCCUPANCY RECEPTACLE PHONE/DATA OUTLET SWITCHES/DIMMER CL SENSORS ALIGN48" DIMENSIONS AS REQUIRED FOR 6 X 6-W1.4/W1.4 W.W.F. EQUIPMENT (COORDINATE WITH APPROVED SHOP DRAWINGS) 2" NOMINAL NOMINAL 4" SECTION 03300. FLOOR SLAB CONCRETE PER #4/0 #6, 3/4" C. TERMINAL BOARDS TO MTR & TR TELEPHONE ELECTRODE SYSTEM OUT TO GROUNDING COLD WATER CONNECTION TO METALLIC PIPE MAIN SWITCHBOARD MAIN GROUND BUS OF BUILDING TO METAL FRAME GROUND BUSBAR SINGLE POINT (TYPICAL) EXOTHERMIC WELD SURGE PROTECTOR TRANSIENT VOLTAGE UNIT CLAMP TO REBAR IN FOOTING "UFER" GROUND CONNECTION MINIMUM 20' OF REBAR OUTLET TYPE. REFER TO PLANS FOR RUBBER DEVICE BOX - TYPE "SO" CABLE CONDUIT STRAIN JUNCTION BOX RELIEF GRIP. STRUCTURAL DECK 6" WEATHERPROOF EQUIPMENT DISCONNECT SWITCH SUPPORTS AS REQUIRED ROOF CURB 3/4" RIGID C. WEATHERPROOF GROUND FAULT DUPLEX RECEPTACLE. LED VAPORTIGHT LUMINARE WITH GUARD THREE-WAY WEATHERPROOF LIGHT SWITCH - LOCATE OTHER SWITCH AT ROOF HATCH TYPICAL ROOF MOUNTED MECHANICAL EQUIPMENT Z 30" Y X 1" CHAMFER CYLINDRICAL CONCRETE BASE WITH SIX #6 VERTICAL REINFORCING BARS AND #3 HORIZONTAL TIES AT 12" ON CENTER WIRE TIED TOGETHER AT 3" IN FROM OUTSIDE CONCRETE SURFACE. 1" CONDUIT WITH BRANCH CIRCUIT AS SHOWN ON THE DRAWINGS EXOTHERMIC WELD CONNECTION 1/2" X 8' DRIVEN GROUND ROD #2 AWG COPPER GROUNDING CONDUCTOR FINISHED GRADE SMOOTH FINISH ON EXPOSED SURFACE ANCHOR BOLTS, BOLT SIZE, PROJECTION AND BOLT CIRCLE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION GROUNDING CONDUCTOR CONNECTION TO POLE POLE WITH ANCHOR BOLT COVERS NON-SHRINK GROUT X X X PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 2021-0012 20297 ELECTRICAL DETAILS 04 MARCH 2022 E7.01Stanley J. Kmonk Dustin J. Ruby Garrett W. Strauss MEDVET CARMEL - ANIMAL HOSPITAL650 MAYFLOWER PARK DRIVE|CARMEL, IN 46032RENOVATION AND ADDITION MULTI-OUTLET STRIP MOUNTED IN CABINET, CENTERED BETWEEN SHELVING MULTI-OUTLET STRIP MOUNTED ABOVE 1X4 WOOD STRIP SIMILAR TO DETAIL 5/A9.04 MULTI-OUTLET STRIP MOUNTED IN CABINET, CENTERED BETWEEN SHELVING MULTI-OUTLET STRIP MOUNTED ABOVE 1X4 WOOD STRIP SIMILAR TO DETAIL 9/A9.02 MULTI-OUTLET STRIP MOUNTED IN CABINET, CENTERED BETWEEN SHELVING MULTI-OUTLET STRIP MOUNTED ABOVE 1X4 WOOD STRIP SIMILAR TO DETAIL 4/A9.10 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 2021-0012 20297 ELECTRICAL DETAILS 04 MARCH 2022 E7.02Stanley J. Kmonk Dustin J. Ruby Garrett W. Strauss MEDVET CARMEL - ANIMAL HOSPITAL650 MAYFLOWER PARK DRIVE|CARMEL, IN 46032RENOVATION AND ADDITION0'1'2'3'6" ELEVATION SCALE: 1/2" = 1'-0"1 ICU CHARGERS 0'1'2'3'6" ELEVATION SCALE: 1/2" = 1'-0"2 ER/TRIAGE CHARGERS 0'1'2'3'6" ELEVATION SCALE: 1/2" = 1'-0"3 SURGERY SUITE N.T.S. IC IC PS GENERAL NOTES 1. PROVIDE NON-ADDRESSIBLE INITIATING DEVICES (SMOKE OR HEAT DETECTOR) WHERE DEVICES ARE LOCATED IN UN-HEATED SPACES. LOCATE ASSOCIATED ZONE MODULE IN HEATED SPACE. 2. ALL CONDUIT TO BE RIGID GALVANIZED STEEL, AND ALL BOXES NEMA 4 RATED, ALL LIGHT FIXTURES TO BE WET LOCATION LISTED, ALL OUTLETS AND DEVICES TO HAVE WET LOCATION WHILE-IN-USE COVERS IN ELEVATOR MACHINE ROOM AND HOIST WAY. 3. COORDINATE EXACT LOCATION OF DEVICES IN PIT AND HOIST WAY WITH ELEVATOR INSTALLATION DRAWINGS PRIOR TO ROUGH-IN. 4. LOCATE ELEVATOR DISCONNECT AND CAB LIGHTS/REC/HVAC DISCONNECT IMMEDIATELY ADJACENT TO DOOR ENTERING MACHINE ROOM. 5. PROVIDE AUXILIARY CONTACTS IN ELEVATOR DISCONNECT WHEN BATTERY LOWERING SYSTEM IS PROVIDED. WIRE COMPLETE TO ELEVATOR CONTROLLER. 6. ALL DISCONNECTS SHALL BE LOCKABLE IN THE OPEN POSITION. 7. PROVIDE CABLING FOR TRANSFER AND PRE-TRANSFER FROM ELEVATOR CONTROLLER TO ATS. ELEVATOR POWER UNIT CODED NOTES 1. SMOKE DETECTOR SHALL ACTIVATE ILLUMINATED VISUAL AND AUDIBLE SIGNAL (FIREMAN'S HELMET) IN ELEVATOR CAB, AND INITIATE RECALL TO PRIMARY RECALL FLOOR. 2. SMOKE DETECTOR SHALL ACTIVATE ILLUMINATED VISUAL AND AUDIBLE SIGNAL (FIREMAN'S HELMET) IN ELEVATOR CAB, AND INITIATE RECALL TO ALTERNATE RECALL FLOOR. 3. FIRE ALARM INDIVIDUAL ADDRESSABLE MODULE RELAY TO ACTIVATE AUDIBLE/VISUAL (FIREMAN'S HELMET) SIGNAL TO ELEVATOR CONTROL PANEL. 4. FIRE ALARM INDIVIDUAL ADDRESSABLE MODULE RELAY TO ACTIVATE ELEVATOR PRIMARY RECALL SIGNAL TO ELEVATOR CONTROL PANEL. 5. FIRE ALARM INDIVIDUAL ADDRESSABLE MODULE RELAY TO ACTIVATE ELEVATOR SECONDARY RECALL SIGNAL TO ELEVATOR CONTROL PANEL. 6. FUSIBLE ELEVATOR CAB DISCONNECT SWITCH TO SERVE CAB LIGHTS, RECEPTACLE AND EXHAUST FAN (IF APPLICABLE). PROVIDE 30 AMP, SINGLE POLE, FUSIBLE DISCONNECT WITH 15 AMP FUSES. 7. FUSIBLE ELEVATOR DISCONNECT SWITCH WITH INTEGRAL SHUNT TRIP OPERATOR. SHUNT TRIP CIRCUIT SHALL BE N.C. MECHANICALLY INTERLOCKED AUXILIARY CONTACT. PROVIDE SUPERVISORY FIRE ALARM MONITORING OF POWER SOURCE TO SHUNT TRIP OPERATOR. 8. VAPORTIGHT LIGHT FIXTURE AND SWITCH. LOCATE SWITCH NEAR ENTRY TO SPACE. (TYPICAL) 9. NON-GF SIMPLEX OUTLET FOR SUMP PUMP. 10. DUPLEX GF OUTLET. 11. VOICE OUTLET WITH 2 ANALOG TELEPHONE LINES TIED TO ELEVATOR CONTROLLER. 12. TWO-WAY ADA ELEVATOR INTERCOM COMMAND STATION IN MAIN EGRESS FLOOR ELEVATOR LOBBY. 13. TWO-WAY ADA ELEVATOR INTERCOM CALL STATION IN EACH ELEVATOR LOBBY. 14. 135° F HEAT DETECTOR LOCATED WITHIN 2' OF EACH 165° F SPRINKLER HEAD FOR SHUNT TRIP OPERATION IN ELEVATOR DISCONNECT. VERIFY THAT RATING IS LESS THAN THE RATING OF THE SPRINKLER. 15. FIRE ALARM INDIVIDUAL ADDRESSABLE MODULE TO MONITOR ELEVATOR SHUNT TRIP CIRCUIT IN ELEVATOR DISCONNECT AND INDIVIDUAL ADDRESSABLE MODULE RELAY TO ACTIVATE ELEVATOR SHUNT TRIP. 16. NON-FUSED DISCONNECT WITH AUXILIARY CONTACTS FOR BATTERY LOWERING SYSTEM. WIRE TO ELEVATOR CONTROL PANEL. PROVIDE LABEL PER NEC 620.52(B). H S S S H S F ELEVATION ELEVATOR CONTROLLER SPACE FOR "MACHINE-ROOM-LESS" WITH CONTROLLER IN DOORWAY 1 2 SPRINKLER HEAD (TYPICAL) HOIST WAY HOIST WAY PIT TOP OF HOIST WAY ELEVATOR CONTROL PANEL ROOF ELEVATOR LANDING (TYPICAL) ELEVATOR CONTROL SPACE DOOR 14 1 1 2 8 10 9 13 5 10 4 3 11 6 7 15 1 13 12 C UL LISTED THROUGH WALL PENETRATION N.T.S. DETAILA UL LISTED THROUGH WALL PENETRATION N.T.S. DETAIL D UL LISTED THROUGH WALL PENETRATION N.T.S. DETAIL B UL LISTED THROUGH WALL PENETRATION N.T.S. DETAIL E TYPICAL MACHINE ROOMLESS ELEVATOR REQUIREMENTS N.T.S. ELEVATION System No. W-L-3334 SECTION A-A A A C R US 1A 1B 3 4 2 Hilti Firestop Systems System No. C-AJ-3180 SECTION A-A A A 5 2 3 4 1 Hilti Firestop Systems C R US System No. W-L-2075 SECTION A-A A A F Rating Hr 1 2 T Rating Hr 0 2 Fill Mtl Depth In. 5/8 1-1/4 2 3 4 1A 1B Hilti Firestop Systems R System No. W-L-1054 SECTION A-A A A 3 2 1B 1A Hilti Firestop Systems C R US 1. Floor or Wall Assembly — Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600 2400 kg/m3) concrete floor or min 4-3/4 in. (121 mm) thick reinforced lightweight or normal weight concrete wall. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 6 in.(152 mm). See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 2. Steel Sleeve — (Optional) — Nom 6 in. (152 mm) diam (or smaller) Schedule 40 (or heavier) steel pipe cast or grouted into floor or wall assembly, flush with floor or wall surfaces. 3. Cables — Aggregate cross-sectional area of cables in opening to be max 45 percent of the aggregate cross-sectional area of the opening. Cables to be rigidly supported on both sides of floor or wall assembly. Any combination of the following types and sizes of metallic conductor or fiber optic cable may be used: A. Max 500 kcmil single copper connector power cable with thermoplastic insulation and polyvinyl chloride (PVC) j Jacket. B. Max 300 pair No. 24 AWG copper conductor telecommunication cables with polyvinyl chloride (PVC) insulation and jacket material. C. Max 7/C copper conductor No. 12 AWG multiconductor power and control cables with polyvinyl chloride (PVC) or cross-linked polyethylene (XLPE) insulation and PVC jacket. D. Multiple fiber optical communication cables jacketed with PVC and having a max outside diam of 1/2 in. (13 mm). E. Max 3/C copper conductor No. 12 AWG with bare aluminum ground, polyvinyl chloride (PVC) insulated steel, Metal-clad cable. F. Max 3/C with ground 2/0 AWG copper conductor SER cable with cross-linked polyethylene (XLPE) insulation and polyvinyl chloride (PVC) jacket. G. RG/U coaxial cable with polyethylene (PE) insulation and polyvinyl chloride (PVC) jacket having a max outside diameter of ½ in. (13 mm) H. Fire Resistive Cables* - Max 1-1/4 in. (32 mm) diam single conductor or multi conductor Type MI cable. A min 1/8 in. (3 mm) separation shall be maintained between MI cables and any other types of cable. 4. Packing Material — Min 4-1/4 in. (108 mm) thickness of min 4 pcf (64 kg/m3) mineral wool batt insulation firmly packed into opening as a permanent form. Packing material to be recessed from top surface of floor to accommodate the required thickness of fill material. 5. Fill, Void or Cavity Material* — Sealant — Min 1/4 in. (6.4 mm) thickness of fill material applied within the annulus, flush with top surface of floor or with both surfaces of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-One Sealant. *Bearing the UL Classification Mark 1. Floor or Wall Assembly -- The fire-rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs -- Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. OC. B. Gypsum Board* -- Nom 5/8 in. thick gypsum wallboard, as specified in the individual Wall and Partition Design. Max diam of opening is 4 in. 2. Metallic Sleeve -- (Optional) -- Nom 4 in. diam (or smaller) Schedule 40 (or thinner) steel pipe cast into wall assembly with joint compound and installed flush with wall surfaces. 3. Electrical Nonmetallic Tubing+ -- Nom 2 in. diam (or smaller) corrugated wall electrical nonmetallic tubing (ENT) constructed of polyvinyl chloride (PVC). Tubing to be rigidly supported on both sides of wall assembly. A nom annular space of 3/4 in. is required within the firestop system. See Electrical Nonmetallic Tubing (FKHU) category in the Electrical Construction Materials Directory for names of manufacturers. 4. Fill, Void or Cavity Material* -- Sealant -- Installed symmetrically on both sides of the wall. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. Fill material applied within the annulus, flush with each end of the steel sleeve at the thickness shown in the table below: 1. Wall Assembly -- The 1 or 2 hr fire-rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs -- Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. OC. When steel studs are used and the diam of opening exceeds the width of stud cavity, the opening shall be framed on all sides using lengths of steel stud installed between the vertical studs and screw-attached to the steel studs at each end. The framed opening in the wall shall be 4 to 6 in. wider and 4 to 6 in. higher than the diam of the penetrating item such that, when the penetrating item is installed in the opening, a 2 to 3 in. clearance is present between the penetrating item and the framing on all four sides. B. Gypsum Board* -- 5/8 in. thick, 4 ft wide with square or tapered edges. The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 32-1/4 in. for steel stud walls. Max diam of opening is 14-1/2 in. for wood stud walls. The F Rating of the firestop system is equal to the fire rating of the wall assembly. 2. Through-Penetrants -- One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. The annular space shall be min 0 in. to max 2-1/4 in. Pipe may be installed with continuous point contact. Pipe, conduit or tubing may be installed at an angle not greater than 45 degrees from perpendicular. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe -- Nom 30 in diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe -- Nom 30 in. diam (or smaller) cast or ductile iron pipe. C. Conduit -- Nom 4 in diam (or smaller) steel electrical metallic tubing or 6 in. diam steel conduit. D. Copper Tubing -- Nom 6 in. diam (or smaller) Type L (or heavier) copper tubing. E. Copper Pipe -- Nom 6 in. diam (or smaller) regular (or heavier) copper pipe. 3. Fill, Void or Cavity Material* -- Sealant -- Min 5/8 in. thickness of fill material applied within the annulus, flush with both surfaces of wall. At the point or continuous contact locations between pipe and wall, a min 1/2 in. diam bead of fill material shall be applied at the pipe wall interface on both surfaces of wall . HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -- FS-One Sealant *Bearing the UL Classification Mark 3. Firestop Device* — Firestop device consists of a corrugated steel tube with an inner plastic housing, intumescent material rings and twisted inner fabric smoke seal. Firestop device to be installed in accordance with the accompanying installation instructions. As an option, the inner fabric seal may remain open except that, to attain the L Rating, the inner fabric seal shall be twisted to completely close off the opening within device. Device slid into wall such that ends project an equal distance from the approximate centerline of the wall assembly. The annular space between the device and the periphery of the opening shall be min 0 in. (point contact). Device provided with flanges that are spun clockwise onto device threads, butting tightly to both sides of wall. Device flanges are optional. When the device flanges are not used, the T, FT and FTH Ratings for the firestop system are 0 hr. For blank opening (no cables), the T, FT and FTH Ratings for the firestop system equal the F and FH Ratings only when the device flanges are used. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP 653 2" Speed Sleeve and CP 653 4" Speed Sleeve 4. Fill, Void or Cavity Material* - Sealant — Min 1/2 in. (13 mm) thickness of fill material applied within the annulus between firestop device and wall, flush with both surfaces of wall, and an additional 1/4 in. (6 mm) bead applied around periphery of device. When device flanges are used, gypsum drywall compound may be used in place of the fill material. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-ONE or CP 606 Sealant *Bearing the UL Classification Mark 1. Wall Assembly — The 1, 2, 3 or 4 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner described within the individual U300, U400, V400 or W400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall incorporate the following construction features: A. Studs — Wall framing shall consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced max 16 in. (406 mm) OC. Steel studs to be min 2-1/2 in. (64 mm) wide and spaced max 24 in. (610 mm) OC for 1 and 2 hr wall assemblies. Steel Studs to be 3-5/8 in. (92 mm) for 3 and 4 hr wall assemblies. B. Gypsum Board* — Nom 5/8 in. (16 mm) thick gypsum board as specified in the individual Wall and Partition Design. Opening in gypsum board to be max 2-1/2 in. (64 mm) diam for 2" device and max 4-1/2 in. (114 mm) diam for 4" device. The hourly F and FH Ratings of the firestop system are dependent upon the hourly rating of the wall in which it is installed. 2. Cables — Within the loading area for each firestop device, the cables may represent a 0 to 100 percent visual fill. Cables to be tightly bundled within the device and rigidly supported on both sides of wall assembly. Any combination of the following types of cables may be used: A. Max 100 pair No. 24 AWG (or smaller) copper conductor telecommunication cable with polyvinyl chloride (PVC) jacketing and insulation. B. Max 7/C No. 12 AWG copper conductor control cable with PVC or XLPE jacket and insulation. C. Max 4/0 AWG Type RHH ground cable. D. Max 4 pr No. 22 AWG Cat 5 or Cat 6 computer cables. E. Max RG 6/U coaxial cable with fluorinated ethylene insulation and jacketing. F. Fiber optic cable with polyvinyl chloride (PVC) or polyethylene (PE) jacket and insulation having a max diam of 1/2 in. (13 mm). G. Max 20/C No. 22 AWG shielded printer cable with PVC jacket. H. Through-Penetrating Product* - Two copper conductors No. 18 AWG (or smaller) Power or Non Power Limited Fire Alarm Cable with or without a jacket under a metal armor. AFC CABLE SYSTEMS INC I. Max. 1/4 in. (6 mm) diameter S-Video Cable consisting of 2 max 24 AWG 75 ohm coax or twisted pair cable with PE insulation and PVC jacket . J. Max 3/C No 12 AWG MC Cable. K. Through Penetrating Product* — Any cables, Armored Cable+ or Metal Clad Cable+ currently Classified under the Through Penetrating Product category. See Through Penetrating Product (XHLY) category in the Fire Resistance Directory for names of manufacturers. For opening with cables, when the hourly rating of the wall assembly is 1 hr, the T, FT and FTH Ratings are 0 hr. For opening with cables, when the hourly rating of the wall assembly is 2 hr, the T, FT and FTH Ratings are 1-3/4 hr except that, when Item 2C, 2G, 2I, 2J or 2K is used, the T, FT and FTH Ratings are 1 hr for 2C, 2 OR 2I and the T, FT and FTH Ratings are 1/2 hr for 2J or 2 K (see Item 3 also). When the hourly rating of the wall assembly is 3 or 4 hr, the T, FT and FTH Ratings are 2 hr. For wall assemblies with a 3 or 4 hr rating, Items 2G and 2I are not to be used. L Ratings apply only when device flanges and CP 606 or FS-One Sealant are used. See Table below for L Ratings. Classified by Underwriters Laboratories, Inc. to UL 1479 and CAN/ULC-S115 ANSI/UL1479 (ASTM E814)CAN/ULC S115 F Ratings - 1, 2, 3 and 4 Hr (See Item 1) F Ratings - 1, 2, 3 and 4 Hr (See Item 1) T Ratings - 0, 1, 1-3/4, 2, 3 and 4 Hr (See Items 2 and 3) FT Ratings - 0, 1, 1-3/4, 2, 3 and 4 Hr (See Items 2 and 3) L Rating At Ambient - Less Than 1 CFM (See Item 2)FH Ratings - 1, 2, 3 and 4 Hr (See Item 1) L Ratings At 400 F - 1 and Less Than 1 CFM (See Item 2) FTH Ratings - 0, 1, 1-3/4, 2, 3 and 4 Hr (See Items 2 and 3) L Rating At Ambient - Less Than 1 CFM (See Item 2) L Ratings At 400 F - 1 and Less Than 1 CFM (See Item 2) Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. March 14, 2012 Max Cable Fill Cable Type L Rating, CFM/Sq Ft L Rating, CFM Ambient 400°F Ambient 400°F 0%-Less Than 1 Less Than 1 Less Than 1 Less Than 1 100%Item 2D only 5 1 Less Than 1 Less Than 1 100% Any cables (Item 2) in any combination 9 10 Less Than 1 1 Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. October 23, 2006 F Rating - 3 Hr T Rating = 0 HrClassified by Underwriters Laboratories, Inc. to UL 1479 and CAN/ULC-S115 HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -- FS-One Sealant +Bearing the UL Listing Mark *Bearing the UL Classification Marking Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. January 9, 2003 F Ratings - 1 & 2 Hr (See Item 4) T Ratings - 0 and 2 Hr (see Item 4) L Rating At Ambient - Less Than 1 CFM/Sq Ft L Rating At 400 F - 4 CFM/Sq Ft Underwriters Laboratories, Inc. to UL 1479 Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. December 4, 2002 F Ratings - 1 and 2 Hr (See Items 1 and 3) T Rating - 0 Hr L Rating At Ambient - Less Than 1 CFM/Sq Ft L Rating At 400 F - 4 CFM/Sq Ft Classified by Underwriters Laboratories, Inc. to UL 1479 and CAN/ULC-S115 "REPRINTED FROM THE ONLINE CERTIFICATION DIRECTORY WITH PERMISSION FROM UNDERWRITERS LABORATORIES INC." COPYRIGHT © 2004 UNDERWRITERS LABORATORIES INC.®" "REPRINTED FROM THE ONLINE CERTIFICATION DIRECTORY WITH PERMISSION FROM UNDERWRITERS LABORATORIES INC." COPYRIGHT © 2004 UNDERWRITERS LABORATORIES INC.®" "REPRINTED FROM THE ONLINE CERTIFICATION DIRECTORY WITH PERMISSION FROM UNDERWRITERS LABORATORIES INC." COPYRIGHT © 2004 UNDERWRITERS LABORATORIES INC.®" "REPRINTED FROM THE ONLINE CERTIFICATION DIRECTORY WITH PERMISSION FROM UNDERWRITERS LABORATORIES INC." COPYRIGHT © 2004 UNDERWRITERS LABORATORIES INC.®" ELEVATOR SAFETY SWITCH ELEVATOR CAB LIGHTING DISCONNECT SWITCH (30/15/1) ELEVATOR CONTROLLER PHONE OUTLET GF RECEPTACLE SMOKE DETECTOR WITHIN SPACE LIGHT SWITCH STRIP LIGHT MOUNTED IN DOOR FRAME. LITHONIA MNSL L23 1LL MVOLT 40K 80CRI M6. PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 2021-0012 20297 ELECTRICAL DETAILS 04 MARCH 2022 E7.03Stanley J. Kmonk Dustin J. Ruby Garrett W. Strauss MEDVET CARMEL - ANIMAL HOSPITAL650 MAYFLOWER PARK DRIVE|CARMEL, IN 46032RENOVATION AND ADDITION WALL PHONE, (1) CAT6 UTP FOR VOICE 46"W TECHNOLOGY SYSTEMS ABBREVIATIONS TECHNOLOGY GENERAL NOTESTECHNOLOGY SYMBOLS TECHNOLOGY SYMBOLS SYMBOL LIST GENERAL INFORMATION SCOPE OF WORK NOTES 1. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS IN FIELD PRIOR TO COMMENCEMENT OF WORK. 2. WHEREVER THE WORD PROVIDE IS USED IT SHALL MEAN TO "FURNISH AND INSTALL". 3. IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO ESTABLISH A STANDARD OF QUALITY. THE OWNER RESERVES THE RIGHT TO APPROVE METHODS AND MATERIALS NOT REFLECTED HERE IN. 4. CONTRACTOR SHALL VISIT SITE PRIOR TO BID AND VERIFY THAT CONDITIONS ARE AS INDICATED. CONTRACTOR SHALL INCLUDE IN HIS BID COSTS REQUIRED TO MAKE HIS WORK MEET EXISTING CONDITIONS. 5. WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER TO THE SATISFACTION OF THE OWNER. 6. WORK, MATERIALS, AND EQUIPMENT SHALL CONFORM TO THE LATEST EDITIONS OF LOCAL, STATE, AND NATIONAL CODES, ORDINANCES AND STANDARDS. 7. PROVIDE RECORD DRAWINGS. INCLUDE ALL ADDENDUM ITEMS, CHANGE ORDERS, ALTERATIONS, REROUTINGS, ETC. 8. VERIFY EXACT LOCATION OF EQUIPMENT PRIOR TO ROUGH-IN. 9. ALL CABLING THAT PASSES THROUGH OR ORIGINATES IN EXPOSED CEILING SPACES SHALL BE INSTALLED IN LISTED METALLIC RACEWAYS. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS. RACEWAYS IN SLAB-ON-GRADE OR BELOW GRADE SHALL BE SCHEDULE 40 PVC. TRANSITIONS FROM BELOW TO ABOVE GRADE SHALL BE WITH RIGID STEEL ELBOWS. EMT FITTINGS SHALL BE MALLEABLE IRON OR STEEL. CONNECTORS SHALL BE INSULATED THROAT TYPE. 10. THERE SHALL BE NO MORE THAN TWO 90 DEGREE BENDS BETWEEN PULL BOXES. PULL BOXES AND CABLE TRAYS SHOWN ON DRAWINGS SHALL BE CONSIDERED THE MINIMUM REQUIREMENTS. CONTRACTOR SHALL INSTALL PULL BOXES ACCORDING TO FIELD CONDITIONS. 11. ALL CABLING ABOVE ACCESSIBLE CEILING AREAS, WHERE NOT IN CABLE TRAY, SHALL BE SUPPORTED WITH A J-HOOK SUPPORT SYSTEM. J-HOOK SPACING SHALL VARY BETWEEN 4' AND 5' ON CENTER. J-HOOK SHALL NOT BE SUPPORTED BY OR OTHERWISE ATTACHED TO THE SUSPENDED CEILING GRID WIRES OR ANY OTHER BUILDING ANCILLARY SYSTEM SUCH AS ELECTRICAL OR PLUMBING CONDUITS. 12. REFER TO ARCHITECTURAL PLANS FOR WALL CONSTRUCTION. 13. RACEWAYS SHALL BE RUN AS INCONSPICUOUSLY AS POSSIBLE. VERTICAL RUNS SHALL OCCUR IN CORNERS OF ROOMS. HORIZONTAL RUNS SHALL OCCUR ALONG BASEBOARD OF WALL WITH VERTICAL RUNS UP TO THE DEVICE BOXES BRANCHING OUT OF CORNER BOXES, TEES OR ELBOWS. 14. ALL CONDUITS IN AREAS WITHOUT SUSPENDED CEILINGS SHALL BE RUN AS INCONSPICUOUSLY AS POSSIBLE, HIDDEN BEHIND BEAMS, CLOSE TO DECK, ETC. OBTAIN APPROVAL OF CONDUIT RUNS BELOW BEAMS WITH OWNER'S REPRESENTATIVE. 15. ADD STEEL BRIDGING BETWEEN PURLINS/JOISTS/BEAMS AS NECESSARY TO SUPPORT THE WEIGHT OF SUSPENDED DEVICES AND FIXTURES. 16. ALL DEVICES IN CEILINGS IN A ROOM SHALL BE ALIGNED. 17. AT EXISTING LOCATION WHERE WALL FURRING DEPTH IS TOO SHALLOW FOR A STANDARD DEPTH JUNCTION BOX, CONTRACTOR SHALL CHISEL OUT SURROUNDING MATERIAL SO THAT BOX IS FLUSH WITH WALL. WHERE CONDUIT IS TOO DEEP, CONTRACTOR SHALL CHANNEL OUT SURROUNDING MATERIAL. EXPOSED SURFACE MOUNTED CONDUIT AND JUNCTION BOXES ARE PROHIBITED. 18. PROVIDE SURFACE RACEWAY SIZE ADEQUATE FOR QUANTITY OF DATA CABLES. 19. COORDINATE WITH OWNER FOR EXACT MOUNTING HEIGHT AND LOCATION OF ALL WALL-MOUNTED SECURITY CAMERAS. 20. FOR ALL EXTERIOR NETWORK DEVICES CONNECTED WITH CATEGORY CABLING, TERMINATE NETWORK CABLE AT BISCUIT JACK JUST INSIDE BUILDING AND PROVIDE LIGHTNING PROTECTION AT THIS POINT. EXTEND CONDUIT AND PATCH CABLE FROM THIS POINT TO DEVICE LOCATION. 21. REFER TO SITE PLANS FOR SITE REQUIREMENTS. 22. PROVIDE ONE 2 INCH SLEEVE INTO EACH ROOM FROM THE CORRIDOR WHERE WALLS GO UP TO THE FLOOR OR ROOF DECK ABOVE, UNLESS OTHERWISE NOTED. SLEEVE ELEVATION SHALL BE ABOVE HEIGHT OF SUSPENDED CEILING, AS CLOSE TO FLOOR OR ROOF DECK AS POSSIBLE. 1. ALL CATEGORY CABLING AS SPECIFIED IN DIVISION 27 AND/OR DIVISION 28, INCLUDING BUT NOT LIMITED TO CABLING FOR NURSE CALL, CCTV, ACCESS CONTROL, AV-OVER-IP, CONTROL, NETWORK, AND HDBASET, SHALL BE PROVIDED BY DIVISION 27 STRUCTURED CABLING CONTRACTOR. ALL CATEGORY CABLING FOR DIVISION 27 AND DIVISION 28 APPLICATIONS SHALL COMPLY WITH INSTALLATION, TESTING, AND CERTIFICATION REQUIREMENTS PER SPECIFICATION SECTION 27 10 00. EQUIPMENT ROOMER BUILDING INDUSTRY CONSULTING SERVICE INTERNATIONAL BUILDING MANAGEMENT SYSTEM COMMUNITY ANTENNA TELEVISION (CABLE TELEVISION) COMMUNICATIONS RISER CABLE COAXIAL CABLE CUSTOMER PREMISES EQUIPMENT CONSTRUCTION SPECIFICATIONS INSTITUTE DECIBEL AMERICAN WIRE GAUGE BUILDING AUTOMATION SYSTEM BONDING CONDUCTOR FOR TELECOMMUNICATIONS COMPUTER-AIDED DESIGN CLOSED-CIRCUIT TELEVISION COMMUNICATIONS GENERAL-PURPOSE CABLE COMMUNICATIONS PLENUM CABLE DISTRIBUTED ANTENNA SYSTEM DECIBEL MILLIVOLT CAD DAS dB EF dBmV ENTRANCE FACILITY CPE CSI CM CMR CMP COAX CATV CCTV BMS BAS BCT BICSI ANSI AWG AMERICAN NATIONAL STANDARDS INSTITUTE GENERAL CONTRACTOR HORIZONTAL CROSS-CONNECT GC HC RF RADIO FREQUENCY RADIO FREQUENCY IDENTIFICATION RED, GREEN, BLUE RFID RGB RACK UNIT STRUCTURED CABLING SYSTEM RU SCS TBB TELECOMMUNICATIONS BONDING BACKBONE TELECOMMUNICATIONS CLOSET TELECOMMUNICATIONS DEVICE FOR THE DEAF TELECOMMUNICATIONS DISTRIBUTION METHODS MANUAL TC TDD TDMM SCREENED TWISTED-PAIR SINGLEMODE SMALL FORM FACTOR SHIELDED TWISTED-PAIR SFF SM STP ScTP TELECOMMUNICATIONS GROUNDING BUSBAR TELECOMMUNICATIONS MAIN GROUNDING BUSBAR TGB TMGB TELECOMMUNICATIONS ROOMTR TELEVISIONTV WAN WIDE AREA NETWORK WIRELESS ACCESS POINT WIRELESS LOCAL AREA NETWORK WAP WLAN UNDERWRITERS LABORATORIES INC. UNIVERSAL SERVICE ORDER CODE UNINTERRUPTIBLE POWER SUPPLY UNSHIELDED TWISTED-PAIR UPS USOC VoIP UTP VOICE OVER INTERNET PROTOCOL UL OD OUTSIDE DIAMETER ORIGINAL EQUIPMENT MANUFACTURER OPTICAL FIBER CONDUCTIVE RISER CABLE OPTICAL FIBER NONCONDUCTIVE PLENUM CABLE OEM OFCR OFNP HEATING, VENTILATING, AND AIR CONDITIONING INTERMEDIATE CROSS-CONNECT ISOLATED GROUND INPUT/OUTPUT (DEVICE) KEYBOARD / VIDEO / MOUSE MAIN CROSS-CONNECT MAIN DISTRIBUTION FRAME MULTIMODE MULTI-USER TELECOMMUNICATIONS OUTLET ASSEMBLY INSIDE DIAMETER INSULATION DISPLACEMENT CONNECTOR INTERNET PROTOCOL INFORMATION TECHNOLOGY LOCAL AREA NETWORK MAIN DISTRIBUTOR MAINTENANCE HOLE NATIONAL ELECTRICAL CODE IP MD MUTOA NIC NEC NOT IN CONTRACT MDF MH MM MC IT KVM LAN I/O IDC IG HH HVAC IC ID HANDHOLE OPTICAL FIBER NONCONDUCTIVE RISER CABLE OUTSIDE PLANT OPTICAL TIME DOMAIN REFLECTOMETER OFNR OSP OTDR PoE POWER OVER ETHERNET PAIR PUBLIC SWITCHED TELEPHONE NETWORK PAN,TILT, AND ZOOM PR PSTN PTZ PUBLIC ADDRESS PRIVATE BRANCH EXCHANGEPBPBX PA POLYVINYL CHLORIDE QUALITY OF SERVICE REGISTERED COMMUNICATIONS DISTRIBUTION DESIGNER PVC QoS RCDD NOT APPLICABLEN/A AUTHORITY HAVING JURISDICTIONAHJ ANGLE POLISHED CONNECTORAPC AUDIO VISUALAV BONDING CONDUCTORBC CATEGORYCAT CONSOLIDATION POINTCP COMPUTER ROOM AIR CONDITIONINGCRAC DIGITAL VIDEO RECORDERDVR GROUNDING EQUALIZER CONDUCTORGEC GROUNDING EQUALIZERGE PASSIVE OPTICAL NETWORKPON HIGH-DEFINITION MULTIMEDIA INTERFACEHDMI INFORMATION TECHNOLOGY SYSTEMSITS LIQUID CRYSTAL DISPLAYLCD LIGHT-EMITTING DIODELED NETWORK VIDEO RECORDERNVR OPTICAL LINE TERMINALOLT OPTICAL NETWORK TERMINALONT POINT OF SALEPOS REQUEST TO EXITREX SCREENED / FOIL TWISTED-PAIRS/FTP FOIL TWISTED-PAIRFTP TELECOMMUNICATIONS ENCLOSURETE TELECOMMUNICATIONS EQUIPMENT BONDING CONDUCTORTEBC TELECOMMUNICATIONS OUTLETTO TRANSMITTERTX RECEIVERRX UNSHIELDED TWISTED-PAIR WITH FOIL SCREENED TWISTED-PAIRU/FTP UNSHIELDED TWISTED-PAIR WITH UNSHIELDED TWISTED-PAIRU/UTP CONDUCTORS CONDUCTORS VLAN VIRTUAL LAN VPN VIRTUAL PRIVATE NETWORK WAO WORK AREA OUTLET UNLESS NOTED OTHERWISEUNO ABOVE ACCESSIBLE CEILINGAAC ABOVE FINISH GRADEAFG ABOVE FINISH FLOORAFF BELOW FINISH GRADEBFG INDICATES MOUNTING HEIGHT (N) TO CENTER OF DEVICE AFF+N NOT TO SCALENTS INFORMATION SYSTEMSIS OWNER-FURNISHED EQUIPMENTOFE AUDIO/VISUAL SYMBOLS MOUNTING HEIGHTS ARE TO CENTER U.N.O. SOME SYMBOLS MAY NOT BE USED. SYMBOL 2. 1. DESCRIPTION NOTED OTHERWISE HEIGHT UNLESS MOUNTING SECURITY SYSTEM HORN; WP - WEATHERPROOF SECURITY SYSTEM ELECTRIC DOOR LATCH SECURITY SYSTEM DOOR POSITION SWITCH SECURITY SYSTEM MAGNETIC DOOR LATCH ; CR E M P IC MD K M ;IC SECURITY SYSTEM CARD READER, SECURITY SYSTEM KEY PAD SECURITY SYSTEM MOTION DETECTOR INTERCOM; MASTER, DOOR STATION WP D ---- ---- 46" ---- ---- 46" CEIL. OR 94" 46" 1 PORT, WALL MOUNT, (1) CAT6 UTP 18" 2 PORT, WALL MOUNT, (2) CAT6 UTP2 18" 3 PORT, WALL MOUNT, (3) CAT6 UTP3 18" 4 PORT, WALL MOUNT, (4) CAT6 UTP4 18" ELEVATOR, (1) CAT6 UTP, ANALOG LINEE ---- AP WIRELESS ACCESS POINT, (2) CAT6A UTP IN CEILING SECURITY SYMBOLS VOICE/DATA SYMBOLS COORD. HTFRDATA OUTLET FOR FREEZER / FRIDGE, (1) CAT6 UTP MD M COORD. HTDATA OUTLET FOR MULTIFUNCTION DEVICE, (2) CAT6 UTP CONDUIT, RISER UP CONDUIT, RISER DOWN ---- ---- AV DATA OUTLET FOR MONITOR, (1) CAT6 UTP 60" MICROPHONE INPUT JACK, WALL MOUNTED; FLOOR MOUNTED;;F 18" INTERIOR SECURITY SYSTEM CAMERA, (1) CAT6 UTP 92" GB SECURITY SYSTEM GLASS BREAK DETECTION CEIL. OR 94" BUZZER 92" TV TELEVISION OUTLET, (1) CAT6 UTP, (1) RG6 COAX 60" SOUND SYSTEM SPEAKER, PENDANT MOUNTED ----SP * SOUND SYSTEM SPEAKER, CEILING MOUNTED; WALL MOUNTED;94"S S ** * = ZONE NUMBER V SOUND SYSTEM VOLUME ATTENUATOR 46" SOUND SYSTEM OUTDOOR HORN SPEAKERS P VIDEO PROJECTOR, CEILING MOUNTED, (1) CAT6 UTP IN CEILING MONITOR VIDEO MONITOR DISPLAY DEVICE;---- EMERGENCY CALL/STROBE LIGHTEC DURESS ALARMDA ---- POKE-THRU FOR POWER / COMMUNICATIONS CONNECTION ---- TO DEVICES AT FURNITURE FLOOR BOX FOR POWER / COMMUNICATIONS CONNECTION TO DEVICES AT FURNITURE ---- CEILING MOUNTED; WALL MOUNTED; "PTZ" = PAN, TILT, ZOOM, EXTERIOR SECURITY SYSTEM CAMERA, (1) CAT6 UTP 144" DUAL SERVICE FIELD WIRED MULTIPLE OUTLET RACEWAY SEE DRAWINGS ---- AUDIO/VISUAL OUTLET. PROVIDE 4-11/16" DEEP BOX W/ DOUBLE GANG RING AND (2) 1-1/4" CONDUITS STUBBED TO ABOVE ACCESSIBLE CEILING FOR LAY-IN CEILING APPLICATIONS (CONDUITS EXTENDED TO PROJECTOR FOR EXPOSED CEILING APPLICATIONS). SEE DRAWINGS CP CONTROL PANEL, (1) CAT6 UTP ---- TS TOUCHSCREEN CONTROLLER, (1) CAT6 UTP ---- MOUNTING HEIGHTS ARE TO CENTER U.N.O. SOME SYMBOLS MAY NOT BE USED. 2. 1. SYMBOL DESCRIPTION NOTED OTHERWISE HEIGHT UNLESS MOUNTING MISCELLANEOUS SYMBOLS 104"8' H X 4' W X 3/4" A/C QUALITY OR BETTER PLYWOOD BACKBOARD IN TR SPACES, MOUNT 8" AFF 4' WIDE BY 8' TALL AT SPECIFIED LOCATIONS, PAINT FRONT BACK AND SIDES WITH TWO COATS FIRE RETARDANT PAINT. EZ PATH SERIES 44+ MULTIGANG FIRESTOP. QUANTITY OF ABOVE CEILINGEZGANGS AS REQUIRED TO ALLOW 30% SPARE CAPACITY. AR S AREA OF RESCUE STATION 48" TO CENTER AR CC AREA OF RESCUE COMMAND CENTER 60" TO CENTER ; P = PATIENT ROOM TELEVISION OUTLET, (1) CAT6 UTP, (1) RG6 COAX, (1) HDMI, (1) 1/4", 3-CONDUCTOR CABLE CF = CONFERENCE ROOM TELEVISION OUTLET, (1) CAT6 UTP, (1) RG6 COAX, (1) HDMI, (1) VGA, (1) 3.5 mm 60" 60" H = HIGH OUTLET L = LOW OUTLET WP = WEATHERPROOF V = INTEGRAL VOLUME CONTROL * = ZONE NUMBER V = INTEGRAL VOLUME CONTROL W = WALL MOUNTED COORD. HT * = SCREEN DIAGONAL W = WALL MOUNTED B * CS LS CS CS LS IN CEILING CENTRAL SOUND SYSTEM WALL MOUNTED SPEAKER 144" CENTRAL SOUND SYSTEM WALL MOUNTED PAGING HORN 144" LOCAL SOUND SYSTEM CEILING MOUNTED SPEAKER IN CEILING LOCAL SOUND SYSTEM WALL MOUNTED SPEAKER 144" CENTRAL SOUND SYSTEM CEILING MOUNTED SPEAKER CS CENTRAL SOUND SYSTEM CEILING MOUNTED PAGING HORN IN CEILING SBB (SECONDARY BONDING BUSBAR) PBB (PRIMARY BONDING BUSBAR) 90" 90" LOCAL DOOR ACCESS CONTROLLER, (1) CAT6 UTPDC ---- PUSH BUTTON DOOR RELEASE ---- AR L AREA OF RESCUE LIGHTED SIGN MATCH ADJACENT EXIT SIGN 2W TWO-WAY EMERGENCY COMMUNICATIONS SYSTEM;48";2W SM CEILING MOUNTED ;C INCLUDES DOOR POSITION SWITCH(ES) P DATA OUTLET FOR PRINTER, (1) CAT6 UTP ---- MASTER, SLAVE STATION, (1) CAT6 UTP BLUE LIGHT EMERGENCY PHONEBL 46" FLOOR RECESSED OUTLET BOX*---- * = # OF CAT6 PORTS (AND CABLES) FLOOR RECESSED / FIRE RATED "POKE THRU" OUTLET ASSEMBLY*----* = # OF CAT6 PORTS (AND CABLES) (1) FOR DATA AND (1) FOR VOICE TC STAFF TIME CLOCK, (1) CAT6 UTP SEE DRAWINGS CLINICAL ENGINEERING, WALL MOUNT COORD. HT COORD. HT * = # OF CAT6 PORTS (AND CABLES) * DEVICE SUFFIXES F C M AC WP WG FLOOR MOUNTED OUTLET CEILING MOUNTED OUTLET MODULAR FURNITURE OUTLET ABOVE COUNTER OUTLET WEATHER PROOF WIRE GUARD W WALL MOUNTED 1. DASHED SYMBOLS INDICATE EXISTING DEVICES TO BE REMOVED. 2. SOLID SYMBOLS WITH SUBSCRIPT "R" INDICATE EXISTING DEVICES TO REMAIN. 3. DASHED SYMBOLS WITH SUBSCRIPT "REL" INDICATE EXISTING DEVICES TO BE RELOCATED. 4. SOLID SYMBOLS WITH SUBSCRIPT "RD" INDICATE RELOCATED DEVICES. S = EZ PATH SERIES 33NEZ MULTIGANG SMOKE & ACOUSTICAL PATHWAY. QUANTITY OF GANGS AS REQUIRED TO ALLOW 30% SPARE CAPACITY. * S SURFACE RACEWAY OUTLET MAXIMUM CABLE CONDUIT FILL TABLE TECHNOLOGY CABLE TYPE NOMINAL CABLE O.D. CONDUIT SIZE 0.75" 1" 1.25" 1.5" 2" 2.5" 3" 3.5" 4" CAT6A PLENUM 0.309" 1 3 4 6 12 19 27 38 50 CAT6A NON-PLENUM 0.309" 1 3 4 6 12 19 27 38 50 CAT6 PLENUM 0.237" 3 5 8 12 21 33 48 65 85 CAT6 NON-PLENUM 0.234" 3 5 8 12 21 33 48 66 87 CAT6 OSP 0.251" 2 4 6 10 18 28 41 56 73 RG6 PLENUM 0.233" 3 5 8 12 21 33 48 66 87 RG11 PLENUM 0.348" N/A 1 3 4 7 12 17 24 31 1. FOR ALL VOICE/DATA APPLICATIONS, EXCEPT FOR INDIVIDUAL SECURITY DEVICES, 1" MINIMUM CONDUIT IS REQUIRED. 2. CONDUIT FILL CALCULATIONS ARE BASED ON 25% SPARE FUTURE CAPACITY. 3. FOR MIXED CABLE TYPES IN THE SAME CONDUIT, PERFORM CONDUIT FILL CALCULATIONS FOR MAXIMUM CROSS-SECTIONAL AREA OF 30%. 4. VERIFY ALL CABLE TYPES ARE OF SIMILAR O.D. AS BASIS OF DESIGN. PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 2021-0012 20297 TECHNOLOGY SYMBOLS AND LEGENDS 04 MARCH 2022 T0.00Stanley J. Kmonk Dustin J. Ruby Garrett W. Strauss MEDVET CARMEL - ANIMAL HOSPITAL650 MAYFLOWER PARK DRIVE|CARMEL, IN 46032RENOVATION AND ADDITIONTECHNOLOGY SHEET INDEX SHEET NUMBER SHEET NAME T0.00 TECHNOLOGY SYMBOLS AND LEGENDS T2.01A FIRST FLOOR - TECHNOLOGY PLAN - AREA A T2.01B FIRST FLOOR - TECHNOLOGY PLAN - AREA B T2.01C FIRST FLOOR - TECHNOLOGY PLAN - AREA C T2.01D FIRST FLOOR - TECHNOLOGY PLAN - AREA D T2.02A SECOND FLOOR - TECHNOLOGY PLAN - AREA A T2.02B SECOND FLOOR - TECHNOLOGY PLAN - AREA B T2.02C SECOND FLOOR - TECHNOLOGY PLAN - AREA C T2.02D SECOND FLOOR - TECHNOLOGY PLAN - AREA D T2.02E SECOND FLOOR - TECHNOLOGY PLAN - AREA E T4.01 TECHNOLOGY DETAILS UP E CRCR CRCRCRCR E E E E E E ICICDA DA AP AP AP TVCRx1 x5x6x6.5x7x8x10x11 x5.5 WAITING ROOM 101 STAIR 104 RR 105T VESTIBULE 100 CAT-FRIENDLY WAITING 103 xA xB xC xD E05 E34 E04 RECEPTION 102 E08 E08 E08 E08E123 E07 E06 E08 E08 E131 E07 E01 E03 E09A E10A E36 E22 x2 2 2 2 2 2 2M 2 2 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A BCD 20297 FIRST FLOOR - TECHNOLOGY PLAN - AREA A 04 MARCH 2022 T2.01AStanley J. Kmonk Dustin J. Ruby Garrett W. Strauss MEDVET CARMEL - ANIMAL HOSPITAL650 MAYFLOWER PARK DRIVE|CARMEL, IN 46032RENOVATION AND ADDITIONN 0'2'4'1' FLOOR PLAN SCALE: 1/4" = 1'-0"1 FIRST FLOOR TECHNOLOGY PLAN - AREA A DA DAKE E CR CRDA DA AP E E CRCRAP E CRAP AP AP AP AP x1 8765 D A C B x4 x3x5.5 ER/TRIAGE 107 PHARMACY 109 CAT WARD 110 TRAUMA 108TRIAGE 107A ISOLATION 111B ISOLATION 111 ANTE 111A ICU 112 CLINCAL TEAM 107B PROCEDURE ROOM 107C XRAY 113 JAN. 107D RR 114T EX MEP 120 EXAM 1 121 MEP 135 RR 106T CORRIDOR X150 CARDIOLOGY 118 ECHO 118C ONCOLOGY SHELL SPACE 117 LAUNDRY 116 WARD 115 BARKING ROOM 115A LEASH TIE LEASH TIE LEASH TIE 26 27 2825 xD xE xF LEASH TIE LEASH TIE LEASH TIE E13 E03A E09A E10A E06 E06E07 E31 E09A E10A E23 E23 E11 E65 E23 E09AE10A E32 E32 E40E40 E32 E32 E09AE10A E32 E32E41 E08 E06 E07 E08 E17 E66 E23 E23 E23 E11C E42 E23 E08 E08 E08 E10A E09A E08 E06 E07 E08 E08 E23 E23 E23 E23 E23 E23 E11C E42A E17 E42A E17 E11C E28 E46 E10A E09A E31 E10A E09A E22 E08E08 E08 E06 E07 E08E08 E64 E09A E10A E45 E01 E05 E04E34 E58BE58B E08 E08 E20 E08 E08 E08 E06 E07 E01 E18 E17 E11 E11 E23 E23 E08 E08 E01 E01 E10A E09A E29 E09A E10A E32B E42B E23 E59A E58B ABOVE E03 E13 E20 E09A E10A E28 E11C E41 E32 E32 E32 E32 E43 E32E32E32E32E32E32 E03A HALF RUN E32 E32 E41 E72 E72 E126 E03 E61 E23 E10A E09A E09A E10A E17 E11C E23 E23 E23 E23 E42 E11C E01 E06 E13 E08 E08 E07 E10A E09A E32 E32 E32 E32 E84 E84 E84 E08 E59 E59 E03 E65 E11 E09A E10A E32 E19 E76 E19 E53 E52 E77 E51 E91 E50 E15 E28 E03 Y Z MECH 116A E08 E13 E03 E-01 3 2 M 2 2 3 M 2 2 1 M M 96" M PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A BCD 20297 FIRST FLOOR - TECHNOLOGY PLAN - AREA B 04 MARCH 2022 T2.01BStanley J. Kmonk Dustin J. Ruby Garrett W. Strauss MEDVET CARMEL - ANIMAL HOSPITAL650 MAYFLOWER PARK DRIVE|CARMEL, IN 46032RENOVATION AND ADDITIONN 0'2'4'1' FLOOR PLAN SCALE: 1/4" = 1'-0"1 FIRST FLOOR TECHNOLOGY PLAN - AREA B CODED NOTES 1. PROVIDE 1.5" CONDUIT FOR TELECOM CABLING. E E E CR CR CR DADADA DADA DADA DA DA DA DA DA DA E CR AP AP AP AP AP AP AP DA x7x9x12 D A C B x11 INTERNAL MEDICINE 143 ENDOSCOPY 143A DOCTORS OFFICE 142 I.M. PRIVATE WORK 143B SURGERY RECEIVING 141 RR 140T STAIR 139 ELEVATOR 0000 RR 139T CORRIDOR X150 RAD. TECH WORK AREA 152 SHELLED CT 152A EXAM 12 132 EXAM 11 131 EXAM 10 130 EXAM 13 133 EXAM 14 134 EXAM 9 129 EXAM 8 128 EXAM 5 125 EXAM 4 124EXAM 7 127 EXAM 15 136 EXAM 3 123 EXAM 6 126 EXAM 2 122 GRIEF 138 GRIEF 137 CORRIDOR X110 CORRIDOR X130 CORRIDOR X120 21 22 24 262023 25 xD xE xF E11 E11 E23 E23 E23 E11 E08 E08 E08 E08 E06 E07 E08 E08 E08 E08 E10A E09A E75 EX E10A E09A E127A E06 E07 E08 E08 E08 E01 E01 E09A E10A E23 E11 E23 E11 E08 E08 E08 E08 E08 E08 E08 E07E06 E10A E09A E10A E09A E08 E08 E08 E08 E09A E10A E16 E18 E11 E11 E65 E11 SURG RECEIVING WK RM 141A E09A E10A E32 E23 E15 E32 E32 E01 E32 EXIST. EXIST. E09A E10A A4.10BE65 E11 E65 E11 E65 E11 E65 E11 E65 E11 E65 E11 E65 E11 E65 E11 E65 E11 E65 E11 E11 Y Z E09A E10A E65E65 E65 E11 E11 E07 3 2 M 3 M M PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A BCD 20297 FIRST FLOOR - TECHNOLOGY PLAN - AREA C 04 MARCH 2022 T2.01CStanley J. Kmonk Dustin J. Ruby Garrett W. Strauss MEDVET CARMEL - ANIMAL HOSPITAL650 MAYFLOWER PARK DRIVE|CARMEL, IN 46032RENOVATION AND ADDITIONN 0'2'4'1' FLOOR PLAN SCALE: 1/4" = 1'-0"1 FIRST FLOOR TECHNOLOGY PLAN - AREA C E ECR CRICAP 21 2.2 D F A C B E EX MRI CASSETTE 151 ELECT. 150 RECEIVING / MORGUE 149 READING RM 148 CORRIDOR X150 SHELL REHAB 146 ULTRASOUND 145 NEURO SHELL SPACE 144 xD xD E17 E46 E08 E06 E07 E08 E08 E07 E08 E25A ST-2 ST-2 ST-2 E25A E25A RR 147T E09A E10A A4.10C2 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A BCD 20297 FIRST FLOOR - TECHNOLOGY PLAN - AREA D 04 MARCH 2022 T2.01DStanley J. Kmonk Dustin J. Ruby Garrett W. Strauss MEDVET CARMEL - ANIMAL HOSPITAL650 MAYFLOWER PARK DRIVE|CARMEL, IN 46032RENOVATION AND ADDITIONN 0'2'4'1' FLOOR PLAN SCALE: 1/4" = 1'-0"1 FIRST FLOOR TECHNOLOGY PLAN - AREA D AP AP x5x8x10 CORRIDOR X220 OR 1 201 FLUOROSCOPY OR 206 OR 3 203 OR 2 202 CORRIDOR X210 OPEN TO BELOW xA xB xC xD E85 E67 E70E79A E72 E73 E71 E23A E01 CRAFTSMAN CART E01 CRAFTSMAN CART E74 E79A E70 CRAFTSMAN CART E67 E71 E72 E73 E74 E54 E23A E01 E23 E01 E79A E70 E67 E71 E72 E73 E74 CRAFTSMAN CART x2 E73 E70 MOBILE CART MOBILE CART MOBILE CART MOBILE CART M M M M PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A B CDE 20297 SECOND FLOOR - TECHNOLOGY PLAN - AREA A 04 MARCH 2022 T2.02AStanley J. Kmonk Dustin J. Ruby Garrett W. Strauss MEDVET CARMEL - ANIMAL HOSPITAL650 MAYFLOWER PARK DRIVE|CARMEL, IN 46032RENOVATION AND ADDITIONN 0'2'4'1' FLOOR PLAN SCALE: 1/4" = 1'-0"1 SECOND FLOOR TECHNOLOGY PLAN - AREA A AP x1x10 D x11 CORRIDOR X220 DIRTY STERILE PROCESSING 207A FLUOROSCOPY OR 206 CORRIDOR X210 DIRTY PROCEDURE 205 OR 4 204 XRAY 208 SURGERY SUITE 210 xD xE xF E17 E42A E32 E32 E32 E23 E23 E08 E08 E08 E72 E45 E01 E71 E79A E70 E67 E72 E73 E01 CLEAN STERILE PROCESSING 207B E59A E58B E71 E23A E85 E73 E72 E79AE70 E01 E79A E70 E73 E72 E71 E67 E13 E03 ST-2 ST-2 ST-2 ST-2 E23A E23A E56 E74 E74 E74 E89 CRAFTSMAN CART CRAFTSMAN CART E57 E55 (BELOW) (BELOW) ABOVE LEASH TIE E84 E13 E03 E17 E23 E23 LEASH TIE E84 E17 E07 E06 E08 E08E08 E08 E08 DOCTORS 210B TEAM WORK ROOM 210A E08 E08 E08 E08 E01 E01 E28 E29 x2 E57 E28 E55B Y Z MOBILE CART MOBILE CART 2 2MM M M M PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A B CDE 20297 SECOND FLOOR - TECHNOLOGY PLAN - AREA B 04 MARCH 2022 T2.02BStanley J. Kmonk Dustin J. Ruby Garrett W. Strauss MEDVET CARMEL - ANIMAL HOSPITAL650 MAYFLOWER PARK DRIVE|CARMEL, IN 46032RENOVATION AND ADDITIONN 0'2'4'1' FLOOR PLAN SCALE: 1/4" = 1'-0"1 SECOND FLOOR TECHNOLOGY PLAN - AREA B AP AP 876 D A C B CAT I-131 219A CLINCAL MANAGERS 217 OFFICE 216 OFFICE 215 CORRIDOR X230 RR 220T COMMUNICATIONS 211 OFFICE 212 OFFICE 213 WORK STATIONS 214 xF MARKETING CLOSET 218 CAT I-131 ANTE RM 219 E129 E128 E23 E11 E09A E10A E07E06 E08 E08 E08 E08 E08 E08 E09A E10A E03 E07 E08 E08 E08 E08A4.20DA4.20DE08 E10A E09A E10A E09A E29 22 22 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A B CDE 20297 SECOND FLOOR - TECHNOLOGY PLAN - AREA C 04 MARCH 2022 T2.02CStanley J. Kmonk Dustin J. Ruby Garrett W. Strauss MEDVET CARMEL - ANIMAL HOSPITAL650 MAYFLOWER PARK DRIVE|CARMEL, IN 46032RENOVATION AND ADDITIONN 0'2'4'1' FLOOR PLAN SCALE: 1/4" = 1'-0"1 SECOND FLOOR TECHNOLOGY PLAN - AREA C AP AP AP 2W 6 6 54 D A C B x5.5 CENTRAL SUPPLY 223 ELEVATOR 000 STAIR --- DENTISTRY 221 PRIVATE WORK 221A xF ST-2 ST-2 ST-2ST-2 ST-2 ST-2 ST-2ST-2 ST-2 ST-2 ST-2ST-2 ST-2 ST-2 ST-2 ST-2 ST-2 ST-2 ST-2 ST-2 ST-2 ST-2 E03A E08 E08 E08 E07 E121 E121 E121 E11 E23 E32 E08 E32 E32 E08 E08 E08 E08 E08 E08 E08 E08 E08 E07 E06 DENTISTRY WK RM 221B CT E102 E08 CHASE 00 A4.20CA4.20EA4.20BA4.20BA4.20CA4.20EDN E01 E98 E01 E13 E08 E08 E08E08E08 E08E08 J.C. 222 E121 E01 E01 E98 E23E23E23 2 2 M M M PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A B CDE 20297 SECOND FLOOR - TECHNOLOGY PLAN - AREA D 04 MARCH 2022 T2.02DStanley J. Kmonk Dustin J. Ruby Garrett W. Strauss MEDVET CARMEL - ANIMAL HOSPITAL650 MAYFLOWER PARK DRIVE|CARMEL, IN 46032RENOVATION AND ADDITIONN 0'2'4'1' FLOOR PLAN SCALE: 1/4" = 1'-0"1 SECOND FLOOR TECHNOLOGY PLAN - AREA D AP AP AP TV CRP 3 2 21 2.2 D A C B KITCHENETTE 231 BREAK ROOM 230 IT 226 MOTHERS ROOM 225 WELLNESS 229 RR 227T xF E04 E04 E03A E03A E05 E09A E10A E03 E61 E61 E09AE10A E09AE10A RR 228T LOCKER ROOM 224 A4.20DA4.20DCONFERENCE ROOM 232 E01 E09A E10AE01 PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: KEY PLAN 2021-0012 A B CDE 20297 SECOND FLOOR - TECHNOLOGY PLAN - AREA E 04 MARCH 2022 T2.02EStanley J. Kmonk Dustin J. Ruby Garrett W. Strauss MEDVET CARMEL - ANIMAL HOSPITAL650 MAYFLOWER PARK DRIVE|CARMEL, IN 46032RENOVATION AND ADDITIONN 0'2'4'1' FLOOR PLAN SCALE: 1/4" = 1'-0"1 SECOND FLOOR TECHNOLOGY PLAN - AREA E 2 GENERAL NOTES 1. ROOMS, QUANTITY OF FLOORS, AND EQUIPMENT SHOWN ARE REPRESENTATIONAL. 2. REFER TO ENLARGED ROOM PLAN(S) FOR ACTUAL EQUIPMENT COUNTS AND LOCATIONS. 3. BOND ALL RACKS, CONDUITS, CONDUIT SLEEVES, CABLE TRAYS, METALLIC CABLE SHEATHS, AND ALL EQUIPMENT PER CURRENT VERSION OF ANSI/TIA 607. 4. REFER TO FLOOR PLANS FOR TECHNOLOGY ROOM LOCATIONS. FLAT PANEL DISPLAY WALL BOX DUPLEX POWER RECEPTACLE AV OUTLET (HIGH) FLOOR FLAT PANEL TV / VIDEO MONITOR 20" AFFA/V OUTLET (LOW) PANEL BOARD ER TBBPRIMARY CABLE PROTECTION TGB SUSPENDED CEILING AREA BACKBONE PATHWAY RED IRON TBB WITHIN CONDUIT EF / MTR TMGBTBB TEBC (TYPICAL) TO LADDER RACK CABLE TRAY, EQUIPMENT RACK ACEG SLEEVE BC BCT; TO AC GROUNDING ELECTRODE SYSTEM EXTERIOR BUILDING WALL TR TBBTGB SUSPENDED CEILING AREA BACKBONE PATHWAY RED IRON TR TBBTGB TEBC (TYPICAL) TO LADDER RACK CABLE TRAY, EQUIPMENT RACK TR TGB SUSPENDED CEILING AREA BACKBONE PATHWAY RED IRON TR TGB ABBREVIATIONS ALTERNATING CURRENT EQUIPMENT GROUND BONDING CONDUCTOR BONDING CONDUCTOR FOR TELECOMMUNICATIONS ENTRANCE FACILITY EQUIPMENT ROOM GROUNDING EQUALIZER GROUNDING ELECTRODE CONDUCTOR TELECOMMUNICATIONS BONDING BACKBONE TELECOMMUNICATION EQUIPMENT BONDING CONDUCTOR TELECOMMUNICATIONS GROUNDING BUSBAR TELECOMMUNICATIONS MAIN GROUNDING BUSBAR TELECOMMUNICATIONS ROOM DIVISION 27 26 26 N/A N/A 26 27 26 27 26 26 N/A SIZE ACEG BC BCT EF ER GE GEC TBB TEBC TGB TMGB TR 4/0 AWG 26 05 27 N/A N/A 26 05 27 6 AWG 26 05 27 26 05 27 26 05 27 26 05 27 N/A 6 AWG MAIN TELECOMMUNICATIONS ROOM N/AMTR N/A WALL GE WITHIN CONDUITGE GEAC PANEL B DETAILS TYPICAL MONITOR OUTLETS WALL ELEVATION N.T.S.AV L AV H 1 2 A DETAIL TELECOMMUNICATIONS BONDING INFRASTRUCTURE N.T.S. AV H 1 DATA B1 B2 2A HDMI VGA 3.5 mm STEREO AV L ONE 1.5" C IN WALL ONE 1" C IN WALL ONE 0.75" C IN WALL ONE 1" C IN WALL ONE 0.75" C IN WALL MONITOR UP FROM CEILING BELOW PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: © 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 2021-0012 20297 TECHNOLOGY DETAILS 04 MARCH 2022 T4.01Stanley J. Kmonk Dustin J. Ruby Garrett W. Strauss MEDVET CARMEL - ANIMAL HOSPITAL650 MAYFLOWER PARK DRIVE|CARMEL, IN 46032RENOVATION AND ADDITION