royal del glenn, pe michigan license # 1301042186 … · ctr. counter cu copper dapw dens ......

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GENERAL NOTES SEALS LOCATION MAP ABBREVIATIONS PROJECT INFORMATION DRAWING INDEX OWNER'S REPRESENTATIVE PROJECT TEAM PROJECT MANUAL WITH SPECIFICATIONS AND SPECIFIC PRODUCT DETAILS SHALL BE DISTRIBUTED WITH THIS SET OF DRAWINGS AS PART OF THE CONTRACT DOCUMENTS. PLEASE REVIEW THIS DOCUMENT IN ITS ENTIRETY AS A SUPPLEMENT TO THE INFORMATION CONTAINED IN THIS SET. KEY PLAN AMERICANRENAL associates Lincoln Park Kidney Center, LLC 1491 Southfield Road Lincoln Park, MI 48146 @ AT ACOUS. ACOUSTICAL ADJ. ADJUSTABLE AL. OR ALUM. ALUMINUM A.F.F. ABOVE FINISHED FLOOR ANOD. ANODIZED B.L. BRICK LEDGE BITUM. BITUMINOUS BLDG. BUILDING BD. BOARD BRG. BEARING BUS/RCPT BUSINESS/RECEPTION BOT BOTTOM OF TRUSS C CONDUIT CAB. CABINET CI CAST IRON CER. T. CERAMIC TILE CH COAT HOOK CJ CONTROL JOINT CKT. CIRCUIT CL CARPET LINE CLG. CEILING CLO. CLOSET CMU CONCRETE MASONRY UNITS CNTR. COUNTER COL. COLUMN CONC. CONCRETE CONN. CONNECTION CONS. CONSULATION/OFFICE CONT. CONTINUOUS CONTR. CONTRACTOR CORR. CORRIDOR CP CHROME PLATED CR CRASH RAIL CRS COURSE CSBA COLOR SELECTED BY ARCHITECT CT CURTAIN TRACK CTR. COUNTER CU COPPER DAPW DENS ARMOR PLUS WALLBOARD DFP DRY FOG PAINT DN. DOWN DWG. DRAWING EC ELECTRICAL CONTRACTOR EDF ELECTRIC DRINKING FOUNTAIN EGG EGGSHELL PAINT EUH ELECTRIC UNIT HEATER EWH ELECTRIC WALL HEATER ELECT. ELECTRIC EJ EXPANSION JOINT EA. EACH EL. ELEVATION ELEV. ELEVATOR EMERG. EMERGENCY EP END PANEL ES END SUPPORT EQUIP. EQUIPMENT EXIST. EXISTING EXT. EXTERIOR EXAM EXAMINATION EXP. EXPANSION FACP FIRE ALARM CONTROL PANEL FBO-IBC FURNISHED BY OWNER - INSTALLED BY CONTRACTOR FD FLOOR DRAIN FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FG FIXED GLASS FHC FIRE HOSE CABINET FIN. FINISHED FLR. FLOOR FUT. FUTURE FTG. FOOTING FURR. FURRING GA. GAUGE GALV. GALVANIZED GB GRAB BAR GC GENERAL CONTRACTOR GWB GYPSUM WALLBOARD GYP GYPSUM HDCP. HANDICAPPED HDR. HEADER HM HOLLOW METAL HR. HOUR HGT. HEIGHT HVAC HEATING VENTILATING & AIR CONDITIONING ID INSIDE DIAMETER IE INVERT ELEVATION INSUL. INSULATION JB JUNCTION BOX JST. JOIST KS KNEE SPACE KW KILOWATT LAB LABORATORY LGW LEAD GLASS WINDOW LL LEAD LINED LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LP LIGHTPROOF MAX. MAXIMUM M MIRROR ME MECHANICAL CONTRACTOR MFR. MANUFACTURER MIN. MINIMUM M.0. MASONRY OPENING MRGWB MOISTURE RESISTANT GYPSUM WALLBOARD M/S MIRROR & SHELF MTP METAL TOILET PARTITION M/SURG. MINOR SURGERY MTG. MOUNTING NEC NATIONAL ELECTRICAL CODE NIC NOT IN CONTRACT N/S NURSE STATION O.C. ON CENTER O.D. OUTSIDE DIAMETER O.F. OVERFLOW O.F.I.C. OWNER FURNISHED, INSTALLED BY CONTRACTOR OFC. OFFICE OPP. OPPOSITE HAND OTS OPEN TO STRUCTURE PA PARTITION ANCHOR P.H. PANIC HARDWARE PB PASS BOX PC PLUMBING CONTRACTOR PD PENCIL DRAWER PD PERITONEAL DIALYSIS PL PLATE PLS PLASTIC LAMINATE SHELF PTD. PAINTED PLWD. PLYWOOD PT PRESSURE TREATED QT. QUARRY TILE RD ROOF DRAIN REF. REFRACTORY REFR. REFRIGERATOR REF. SP. REFRIGERATOR SPACE REINF. REINFORCING RM. ROOM R.O. ROUGH OPENING R&S ROD & SHELF RSA RENTAL SUITE AREA RX PRESCRIPTION DESK SIM. SIMILAR SHT. SHEET SFT. SOFFIT SG SEMI-GLOSS PAINT SGW SLIDING GLASS WINDOW SH. SHELF SP SUPPORT BRACKET S/P SPECIAL PROCEDURE STL. STEEL STRUCT. STRUCTURAL SS STAINLESS STEEL SSP SCALE SPACE SV SHEET VINYL SURG. SURGICAL TC TUBE COLUMN TOC TOP OF COLUMN TEL. TELEPHONE T&P TEMPERATURE & PRESSURE TEMJ TOP ELEVATION MATCHES JOIST TOS TOP OF STEEL TLT. TOILET TW TYPEWRITER SPACE TYP. TYPICAL UL UNDERWRITERS LABORATORIES URS UNDERCOUNTER REFRIGERATOR SPACE UNO UNLESS NOTED OTHERWISE VWC VINYL WALL COVERING VB VIEW BOX VERT. VERTICAL V.I.F. VERIFY IN FIELD W/ WITH WDW. WINDOW WG WIRE GLASS WL WARNING LIGHT WP WEATHERPROOF WWM WELDED WIRE MESH W.D. WRITING DESK XFMR. TRANSFORMER PROJECT SITE CKA Principal - in - Charge Christopher D. Kidd, A.I.A. CKA Project Number 16008-02 CKA Project Manager Thea M. Watters 1. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES. 2. THESE CONSTRUCTION DRAWINGS AND SPECIFICATIONS ARE A SET AND SHALL BE DISTRIBUTED INTACT. IF SETS ARE DISASSEMBLED TO OBTAIN BIDS FROM SUB-CONTRACTORS, GENERAL CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR SUB-CONTRACTOR COORDINATION. 3. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE NOT INDICATED ON THE DRAWINGS OR CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL REQUEST CLARIFICATION FROM THE ARCHITECT OR BID THE HIGHEST PRICED ALTERNATIVE. 4. 'PROVIDE' MEANS TO FURNISH AND INSTALL. 5. PRIOR TO THE NEGOTIATED BID, THE CONTRACTOR SHALL VISIT SITE TO VERIFY EXISTING CONDITIONS, PRODUCTS TO BE USED, AND QUANTITIES REQUIRED. ALL CONTRACTORS ARE REQUIRED TO FIELD VERIFY ALL EXISTING CONDITIONS FOR ALL TRADES INCLUDING DIMENSIONS, CONFIGURATION, AND UTILITY SYSTEMS. BIDS SHALL REFLECT ALL CONSTRUCTION NECESSARY TO COMPLETE THE WORK REQUIRED WITH CONSIDERATION GIVEN TO EXISTING CONDITIONS. 6. CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED BY STATE AND LOCAL AUTHORITIES. CONTRACTOR SHALL PICK UP PERMIT AND PAY SUBCONTRACTOR PERMITS. OWNER SHALL PAY FOR GENERAL BUILDING PERMIT. 7. CONTACT STATE DIGGING HOTLINE FROM THE ONE CALL DIRECTORY PRIOR TO PERFORMING ANY UNDERGROUND UTILITY OR EXCAVATION WORK. 8. GENERAL CONTRACTOR SHALL COORDINATE ALL SITE STAGING, DUMPSTER LOCATION, UTILITIES, EXCAVATION (WHERE APPLICABLE), ETC. WITH THE LANDLORD. 9. MECHANICAL CONTRACTOR SHALL INSTALL COMPLETE HVAC SYSTEM IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES (INCLUDING THE NFPA 101 LIFE SAFETY CODE, SPECIFICALLY CHAPTER 20) AND BUILDING STANDARDS. THE MECHANICAL CONTRACTOR SHALL REFER TO THE STRUCTURAL DRAWINGS FOR NECESSARY STRUCTURAL REINFORCEMENTS WHEN PLACING EQUIPMENT ON THE EXISTING STRUCTURE. THE MC SHALL BE RESPONSIBLE TO OBTAIN AND PAY FOR THE MECHANICAL PERMIT. 10. PLUMBING CONTRACTOR SHALL INSTALL PLUMBING SYSTEM IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES (INCLUDING THE NFPA 101 LIFE SAFETY CODE, SPECIFICALLY CHAPTER 20) AND BUILDING STANDARDS. THE PC SHALL BE RESPONSIBLE TO OBTAIN AND PAY FOR THE PLUMBING PERMIT. 11. ELECTRICAL CONTRACTOR SHALL INSTALL COMPLETE ELECTRICAL SYSTEM IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES (INCLUDING THE NFPA 101 LIFE SAFETY CODE, SPECIFICALLY CHAPTER 20) AND BUILDING STANDARDS. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY NECESSARY LOW-VOLTAGE PERMITS FOR THE PROJECT AND COORDINATING THE LOW VOLTAGE WORK WITH THE OWNER'S VENDOR. THE EC SHALL BE RESPONSIBLE TO OBTAIN AND PAY FOR THE ELECTRICAL PERMIT. 12. CONTRACTOR SHALL COORDINATE KEY SCHEDULE WITH THE OWNER PRIOR TO PROJECT SPACE COMPLETION. CLEARLY MARKED KEYS ORGANIZED IN THE SPECIFIED KEY CABINET SHALL BE TURNED OVER TO OWNER'S REPRESENTATIVE. 13. FIRE EXTINGUISHERS SHALL BE LOCATED PER LOCAL, STATE AND FEDERAL CODES. KNOX BOX SHALL BE LOCATED PER THE LOCAL FIRE MARSHAL. 14. ALL MILLWORK / CABINETRY SHALL BE PROVIDED BY THE OWNER'S MILLWORK VENDOR AND SHALL BE ASSEMBLED AND INSTALLED BY THE GENERAL CONTRACTOR. THE OWNER SHALL PROVIDE THE GENERAL CONTRACTOR WITH THE SHOP DRAWINGS FOR REFERENCE. 15. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COMMISSIONING THE DESIGN-BUILD OF THE NEW FIRE ALARM SYSTEM. LOCAL CERTIFIED FIRE ALARM CONTRACTOR (CFAC) SHALL DESIGN FIRE ALARM SYSTEM IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL CODES AND BUILDING STANDARDS INCLUDING THE NFPA 101 LIFE SAFETY CODE (SPECIFICALLY CHAPTER 20). CFAC SHALL WARRANT COMPLETE COMPLIANCE WITH LOCAL FIRE MARSHALL. CFAC IS RESPONSIBLE FOR ALL INCIDENTAL COSTS RELATIVE TO THE COMPLETE INSTALLATION OF THIS SYSTEM INCLUDING SYSTEM DESIGN, ENGINEERING, BATTERY CALCULATIONS, PLAN SUBMITTALS, FEES AND PERMITS. THE CFAC SHALL BE THE ENGINEER OF RECORD FOR THE FIRE ALARM SYSTEM. 16. THE DESIGN-BUILD FIRE SPRINKLER CONTRACTOR (FSC) SHALL DESIGN AND INSTALL A COMPLETE NEW, FULLY OPERATIONAL, CODE COMPLIANT (WHICH AT A MINIMUM SHALL INCLUDE NFPA 13 (STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS) AND NFPA 101 LIFE SAFETY CODE - SPECIFICALLY CHAPTER 20), APPROVED, HYDRAULICALLY DESIGNED AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT. (THE WATER SERVICE LATERAL, RISER AND MAIN BRANCHES SHALL BE PROVIDED BY LANDLORD) LINE & HEADS SHALL BE NEW AND THE FSC SHALL DESIGN AND PERMIT SYSTEM. THE (FSC) SHALL BE THE ENGINEER OF RECORD, RESPONSIBLE FOR PREPARING AND PROVIDING SIGNED AND SEALED DRAWINGS AND CALCULATIONS AS REQUIRED BY THE REVIEWING AUTHORITIES AS WELL AS THE CONTRACTOR FOR THE FIRE SPRINKLER SYSTEM AND ALL RELATED COMPONENTS. FSC SHALL SUBMIT TO AHJ WITHIN 14 DAYS TO NOT PROLONG PLAN REVIEW OR PERMITTING. THE DESIGN-BUILD FIRE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING WATER FLOW TESTS, PREPARING SIGNED AND SEALED PLAN REVIEW, CIVIL AS REQUIRED, AND INSTALLATION DRAWINGS, HYDRAULIC CALCULATIONS, ENGINEERING, AND COORDINATING WITH EXISTING CONDITIONS AND WITH OTHER TRADES. FSC SHALL SUBMIT ALL NECESSARY DOCUMENTS TO INSURANCE COMPANY AND OBTAIN APPROVAL AND NECESSARY PERMITS FROM STATE AND LOCAL AUTHORITIES HAVING JURISDICTION. THE DESIGN-BUILD FIRE SPRINKLER CONTRACTOR, BEFORE SUBMITTING THE BID, SHALL VISIT THE PROJECT SITE AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. AS A RESULT OF HAVING VISITED THE PREMISES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE WORK AS IT RELATES TO SUCH CONDITIONS. THE DESIGN-BUILD FIRE SPRINKLER CONTRACTOR (FSC), PRIOR TO SUBMITTING BID, SHALL VERIFY ACCURACY AND COMPLETENESS OF ELECTRICAL DRAWINGS AS THEY RELATE TO FIRE SPRINKLER SYSTEM ELECTRICAL REQUIREMENTS. FSC SHALL NOTIFY ELECTRICAL ENGINEER OF ANY ADDITIONAL ELECTRICAL REQUIREMENTS IN ADVANCE OF BID SO THAT A BID ADDENDA CAN BE ISSUED. SHOULD ELECTRICAL CHANGES TO ACCOMMODATE THE FIRE SPRINKLER SYSTEM BE NECESSARY AFTER CONTRACTS HAVE BEEN AWARDED, THE FIRE SPRINKLER DESIGN-BUILD CONTRACTOR SHALL PAY FOR THE ADDITIONAL ELECTRICAL COSTS. THE DESIGN-BUILD FIRE SPRINKLER CONTRACTOR SHALL INSTALL ALL PIPING CONCEALED ABOVE CEILINGS OR IN WALLS IN ALL AREAS WITH CEILINGS AND IN AREAS CONSIDERED TO BE FINISHED SPACE. SPRINKLER HEADS SHALL BE INSTALLED IN CENTER OF 2' x 2' HALF OF 2' x 4' CEILING TILES. THE DESIGN-BUILD FIRE SPRINKLER CONTRACTOR SHALL INSTALL DRY PIPE OR ANTI-FREEZE SYSTEMS IN UNHEATED AREAS (SUCH AS ATTIC) SUBJECT TO FREEZING. THE SPRINKLER SYSTEM SHALL BE A COMBINATION WET/DRY SYSTEM IF REQUIRED. THE FSC AND THE GENERAL CONTRACTOR SHALL VERIFY THE HEIGHTS OF THE SPRINKLER SYSTEM COMPONENTS IN RELATION TO STRUCTURAL ELEMENTS, HVAC, ETC., INCLUDING ALL MAIN LINES AND BRANCH LINES, TO ENSURE THAT THE SPECIFIED CEILING HEIGHTS ARE POSSIBLE. 17. (NOT APPLICABLE) Architect Christopher Kidd & Associates, PC N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 Phone: 262.901.0505 PM E Engineer Christopher Kidd & Associates, PC N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 Phone: 262.901.0505 RESPONSIBILITY MATRIX FURNISHED BY INSTALLED BY OWNER'S VENDOR NOTES ELECTRONIC SCALE ITEM 1. DESCRIPTION ALL BUILT-IN MILLWORK ITEMS MUSTEE SINKS LOCATED IN MILLWORK PT AND SOAP DISPENSERS IN MILLWORK STL. COUNTER SUPPORT BRACKETS CHAIR RAIL / WOOD BASE / TRIM BLOCKING FOR ALL MILLWORK ITEMS ALL BLOCKING IN WALLS AS REQUIRED ICE MACHINE AT STAFF LOUNGE INTERIOR SIGNAGE EXTERIOR SIGNAGE BACK-UP POWER GENERATOR FURNITURE APPLIANCES WATER TREATMENT / SDS EQUIPMENT 2. 3. 4. 5. 6. 7. 8. 9. 11. 12. 13. 14. 15. 16. 17. 18. 19. OWNER OWNER OWNER OWNER OWNER OWNER CONTRACTOR OWNER OWNER OWNER OWNER OWNER CONTRACTOR 20. AUTOMATIC TRANSFER SWITCH CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR OWNER OWNER OWNER SINK FAUCETS / FITTINGS BY G.C. FINISH BY G.C. (PAINT) CONTRACTOR OWNER OWNER MARCOR R/O AND SDS TUBING / PIPING OWNER OWNER MARCOR UNDERSLAB SLEEVES FOR SDS TUBING CONTRACTOR CONTRACTOR 21. VALVE BOXES OWNER CONTRACTOR MARCOR DRAIN CONNECTIONS AND DRAIN PIPING BY G.C. OTHER PAPER TOWELS BY G.C. IN REF., WATER BOX BY G.C. POWER TO BUILDING SIGNS BY G.C. G.C. COORDINATED STAPLES ELECTRICAL FOR WATER TREATMENT CONTRACTOR CONTRACTOR MARCOR COORDINATE W/ OWNER'S VENDOR ASSEMBLY AND INSTALLATION BY G.C. - SEE SHEET CS1 OWNER CONTRACTOR NARDONE CONDUIT, & CONNECTIONS BY G.C. SINK AT STAFF LOUNGE 10. OWNER CONTRACTOR SINK FAUCETS / FITTINGS BY G.C. G.C. COORDINATED TYP ROOM SIGNAGE, TOILET ROOMS MISKO MISKO OCCUPANCY CLASSIFICATION GROUP : - BUSINESS GROUP B (AMBULATORY HEALTH CARE FACILITY) CONSTRUCTION CLASSIFICATION : - TYPE IIB (EXISTING BUILDING) FIRE PROTECTION: - FULLY SPRINKLERED (DESIGN/BUILD SYSTEM PER CODE) (SEE GENERAL NOTE #16 THIS SHEET) - FIRE ALARM SYSTEM (DESIGN/BUILD NEW SYSTEM PER CODE) (SEE GENERAL NOTE #15 THIS SHEET) - FIRE EXTINGUISHERS LOCATED PER CODE NUMBER OF STORIES : - 1 ZONING: - CBD - CENTRAL BUSINESS DISTRICT PARKING : - 9 PARKING STALLS - 2 ACCESSIBLE PARKING STALLS - ADDITIONAL PARKING LOCATED IN PUBLIC LOT ON SOUTHFIELD ROAD PROJECT SQUARE FOOTAGE BUSINESS AREA: INCIDENTAL STORAGE / MECH: TOTAL BUILDING SQUARE FOOTAGE: 8,303 G.S.F. 2,357 G.S.F. 10,660 G.S.F. 83 OCC. 7 OCC. 90 OCC. PLUMBING FIXTURE CALCULATIONS MINIMUM NUMBER OF PLUMBING FIXTURES (per 2012 MICHIGAN PLUMBING CODE) BUSINESS CLASSIFICATION: TOTAL NUMBER OF TENANT OCCUPANTS: 90 (MALE OCCUPANT LOAD: 45 - FEMALE OCCUPANT LOAD: 45) WATER CLOSETS (MALE): REQUIRED: 2 PROVIDED: 2 WATER CLOSETS (FEMALE): REQUIRED: 2 PROVIDED: 2 LAVATORIES (MALE): REQUIRED: 2 PROVIDED: 2 LAVATORIES (FEMALE): REQUIRED: 2 PROVIDED: 2 UNISEX TOILETS: REQUIRED: NONE PROVIDED: 1 UNISEX PATIENT TOILET OTHER FIXTURES: REQUIRED: 1 SERVICE SINK PROVIDED: 1 SERVICE SINK WATER FOUNTAIN: REQUIRED: 1 PROVIDED: 2 (HIGH/LOW FIXTURE) PROJECT SCOPE OF WORK THIS PROJECT INCLUDES THE TENANT IMPROVEMENT OF AN APPROXIMATELY 10,660 S.F, 25 PATIENT STATION OUT PATIENT CLINIC IN LINCOLN PARK, MICHIGAN WITHIN AN EXISTING BUILDING. THIS PROJECT INCLUDES PLUMBING, MECHANICAL, AND ELECTRICAL WORK AS WELL AS NEW FIRE PROTECTION SYSTEM AND A NEW FIRE ALARM SYSTEM. Plan Review Set, Incorporating Addendum #4, dated March 13, 2017 Superceded (December 16, 2016) TENANT'S REPRESENTATIVE Bazzi Enterprises, LLC Rabih Bazzi, MD rbazzi&gmail.com OCCUPANT LOAD CALCULATIONS 1/100 G.S.F. FOR BUSINESS AREAS USE PER PERSON (8,303 G.S.F.): 1/300 G.S.F. FOR STORAGE / MECH AREAS USE PER PERSON (2,357 G.S.F.): TOTAL TENANT OCCUPANT LOAD: APPLICABLE CODES BUILDING: 2012 MICHIGAN BUILDING CODE PLUMBING: 2012 MICHIGAN PLUMBING CODE MECHANICAL: 2012 MICHIGAN MECHANICAL CODE ELECTRICAL: 2014 NATIONAL ELECTRICAL CODE FIRE: 2015 INTERNATIONAL FIRE CODE ACCESSIBILITY: 2009 ICC A117.1 ENERGY: 2009 MICHIGAN UNIFORM ENERGY CODE LIFE SAFETY: 2015 NFPA 101 LIFE SAFETY CODE (CHAPTER 20, AMBULATORY HEALTH CARE FACILITY) ARCHITECTURAL T TITLE SHEET A1.0 ARCHITECTURAL SITE PLAN LS2.0 LIFE SAFETY PLAN A2.0 NOTED FLOOR PLAN A2.1 DIMENSIONED FLOOR PLAN A2.2 ENLARGED PLANS A2.3 FINISH FLOOR PLAN A2.5 REFLECTED CEILING PLAN A2.6 DOOR SCHEDULE A2.7 HARDWARE SCHEDULE A2.8 FINISH SCHEDULE A6.0 DETAILS A6.1 DETAILS A6.2 DETAILS A6.3 UL PENETRATION DETAILS A9.0 INTERIOR ELEVATIONS A9.1 INTERIOR ELEVATIONS A9.2 INTERIOR ELEVATIONS MILLWORK CS1 AMERICAN RENAL MILLWORK SPECIFICATIONS (FOR REFERENCE ONLY) PLUMBING P1.0 WATER PLAN AND SCHEDULES P1.1 WATER ISOMETRIC P2.0 DRAIN PLAN AND SCHEDULES P2.1 DRAIN ISOMETRIC AND SCHEDULES P3.0 PROCESS PIPING PLAN P4.0 PLUMBING DETAILS P4.1 PROCESS DETAILS MECHANICAL M1.0 MECHANICAL SCHEDULES M2.0 MECHANICAL PLAN M3.0 MECHANICAL DETAILS ELECTRICAL E1.0 ELECTRICAL RISER AND NOTES E1.1 ELECTRICAL NOTES E1.2 ELECTRICAL PANELS E1.3 ELECTRICAL PANELS E2.0 ELECTRICAL LIGHTING PLAN E2.1 ELECTRICAL POWER PLAN E2.2 ELECTRICAL COMMUNICATIONS PLAN E4.0 ELECTRICAL DETAILS E4.1 LIGHTING DETAILS WATER TREATMENT VENDOR DRAWINGS (FOR REF. ONLY) ME-1 LP-1 UL-1 TS-1 American Renal Associates, LLC Project Management Phone: 978.778.6463 Contact: Carney McCandless, Project Manager MISKO MISKO MISKO MISKO J. GEISLER CLEOP HUS PKWY SOUTHFI ELD RD LA FA Y ETT E B L V D ARA - LINCOLN PARK # DATE REVISION DESCRIPTION --- T TMW JLR TITLE SHEET A1 A1 01-24-17 ADDENDUM #1 MMW A2 A2 A2 02-28-17 ADDENDUM #2 MMW A2 A2 A2 A2 A2 A2 A2 Prepared by: Architect Christopher D. Kidd, AIA, ALA, RIBA Michigan License # 1301042186 Expires: October 31, 2017 Date of Review: Seal: Prepared by: Engineer Royal Del Glenn, PE Michigan License # 6201049671 Expires: October 31, 2017 Date of Review: Seal: ARCHITECTS ENGINEERS PLANNERS Christopher Kidd and Associates, PC N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051-6630 P 262.901.0505 F 262.901.0510 [email protected] cka-ae.com Proposed ESRD Facility for: ARA Lincoln Park Kidney Center 1491 Southfield Road Lincoln Park, MI 48146 Drafted By: Checked By: Date Drafted: Project #: These drawings, as instruments of service, remain the property of the Architect or Engineer. Any changes, publication, or use of any kind is prohibited unless expressly authorized by said party. Copyright 2016 16008-03 02-28-2017 MICHIGAN ARCHITECTURAL BUSINESS LICENSE NUMBER : 444650 A3 A3 03-03-17 ADDENDUM #3 JLR A3 A4 A4 03-13-17 ADDENDUM #3 JLR

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GENERAL NOTES

SEALS

LOCATION MAP ABBREVIATIONS PROJECT INFORMATION

DRAWING INDEX OWNER'S REPRESENTATIVEPROJECT TEAMPROJECT MANUAL WITH SPECIFICATIONS AND SPECIFIC PRODUCT DETAILS SHALL BE DISTRIBUTED WITH THIS SET OF DRAWINGS ASPART OF THE CONTRACT DOCUMENTS. PLEASE REVIEW THIS DOCUMENT IN ITS ENTIRETY AS A SUPPLEMENT TO THE INFORMATIONCONTAINED IN THIS SET.

KEY PLAN

AMERICANRENAL a s s o c i a t e sLincoln Park Kidney Center, LLC

1491 Southfield RoadLincoln Park, MI 48146

@ ATACOUS. ACOUSTICALADJ. ADJUSTABLEAL. OR ALUM. ALUMINUMA.F.F. ABOVE FINISHED FLOORANOD. ANODIZEDB.L. BRICK LEDGEBITUM. BITUMINOUSBLDG. BUILDINGBD. BOARDBRG. BEARINGBUS/RCPT BUSINESS/RECEPTIONBOT BOTTOM OF TRUSSC CONDUITCAB. CABINETCI CAST IRONCER. T. CERAMIC TILECH COAT HOOKCJ CONTROL JOINTCKT. CIRCUITCL CARPET LINECLG. CEILINGCLO. CLOSETCMU CONCRETE MASONRY UNITSCNTR. COUNTERCOL. COLUMNCONC. CONCRETECONN. CONNECTIONCONS. CONSULATION/OFFICECONT. CONTINUOUSCONTR. CONTRACTORCORR. CORRIDORCP CHROME PLATEDCR CRASH RAILCRS COURSECSBA COLOR SELECTED BY

ARCHITECTCT CURTAIN TRACKCTR. COUNTERCU COPPERDAPW DENS ARMOR PLUS

WALLBOARDDFP DRY FOG PAINTDN. DOWNDWG. DRAWINGEC ELECTRICAL CONTRACTOREDF ELECTRIC DRINKING

FOUNTAINEGG EGGSHELL PAINTEUH ELECTRIC UNIT HEATEREWH ELECTRIC WALL HEATERELECT. ELECTRICEJ EXPANSION JOINTEA. EACHEL. ELEVATIONELEV. ELEVATOREMERG. EMERGENCYEP END PANELES END SUPPORTEQUIP. EQUIPMENTEXIST. EXISTINGEXT. EXTERIOREXAM EXAMINATION

EXP. EXPANSIONFACP FIRE ALARM CONTROL PANELFBO-IBC FURNISHED BY OWNER -

INSTALLED BY CONTRACTORFD FLOOR DRAINFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFG FIXED GLASSFHC FIRE HOSE CABINETFIN. FINISHEDFLR. FLOORFUT. FUTUREFTG. FOOTINGFURR. FURRINGGA. GAUGEGALV. GALVANIZEDGB GRAB BARGC GENERAL CONTRACTORGWB GYPSUM WALLBOARDGYP GYPSUMHDCP. HANDICAPPEDHDR. HEADERHM HOLLOW METALHR. HOURHGT. HEIGHTHVAC HEATING VENTILATING & AIR

CONDITIONINGID INSIDE DIAMETERIE INVERT ELEVATIONINSUL. INSULATIONJB JUNCTION BOXJST. JOISTKS KNEE SPACEKW KILOWATTLAB LABORATORYLGW LEAD GLASS WINDOWLL LEAD LINEDLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLP LIGHTPROOFMAX. MAXIMUMM MIRRORME MECHANICAL CONTRACTORMFR. MANUFACTURERMIN. MINIMUMM.0. MASONRY OPENINGMRGWB MOISTURE RESISTANT GYPSUM

WALLBOARDM/S MIRROR & SHELFMTP METAL TOILET PARTITIONM/SURG. MINOR SURGERYMTG. MOUNTINGNEC NATIONAL ELECTRICAL CODENIC NOT IN CONTRACTN/S NURSE STATIONO.C. ON CENTERO.D. OUTSIDE DIAMETERO.F. OVERFLOWO.F.I.C. OWNER FURNISHED,

INSTALLED BY CONTRACTOROFC. OFFICEOPP. OPPOSITE HANDOTS OPEN TO STRUCTURE

PA PARTITION ANCHORP.H. PANIC HARDWAREPB PASS BOXPC PLUMBING CONTRACTORPD PENCIL DRAWERPD PERITONEAL DIALYSISPL PLATEPLS PLASTIC LAMINATE SHELFPTD. PAINTEDPLWD. PLYWOODPT PRESSURE TREATEDQT. QUARRY TILERD ROOF DRAINREF. REFRACTORYREFR. REFRIGERATORREF. SP. REFRIGERATOR SPACEREINF. REINFORCINGRM. ROOMR.O. ROUGH OPENINGR&S ROD & SHELFRSA RENTAL SUITE AREARX PRESCRIPTION DESKSIM. SIMILARSHT. SHEETSFT. SOFFITSG SEMI-GLOSS PAINTSGW SLIDING GLASS WINDOWSH. SHELFSP SUPPORT BRACKETS/P SPECIAL PROCEDURESTL. STEELSTRUCT. STRUCTURALSS STAINLESS STEELSSP SCALE SPACESV SHEET VINYLSURG. SURGICALTC TUBE COLUMNTOC TOP OF COLUMNTEL. TELEPHONET&P TEMPERATURE & PRESSURETEMJ TOP ELEVATION MATCHES JOISTTOS TOP OF STEELTLT. TOILETTW TYPEWRITER SPACETYP. TYPICALUL UNDERWRITERS

LABORATORIESURS UNDERCOUNTER

REFRIGERATOR SPACEUNO UNLESS NOTED OTHERWISEVWC VINYL WALL COVERINGVB VIEW BOXVERT. VERTICALV.I.F. VERIFY IN FIELDW/ WITHWDW. WINDOWWG WIRE GLASSWL WARNING LIGHTWP WEATHERPROOFWWM WELDED WIRE MESHW.D. WRITING DESK

XFMR. TRANSFORMER

PROJECT SITE

CKA Principal - in - ChargeChristopher D. Kidd, A.I.A.

CKA Project Number16008-02

CKA Project ManagerThea M. Watters

1. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES.

2. THESE CONSTRUCTION DRAWINGS AND SPECIFICATIONS ARE A SET AND SHALL BE DISTRIBUTED INTACT. IF SETS ARE DISASSEMBLED TOOBTAIN BIDS FROM SUB-CONTRACTORS, GENERAL CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR SUB-CONTRACTOR COORDINATION.

3. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE NOT INDICATED ON THE DRAWINGS OR CONFLICTS ARE DISCOVERED, THE CONTRACTORSHALL REQUEST CLARIFICATION FROM THE ARCHITECT OR BID THE HIGHEST PRICED ALTERNATIVE.

4. 'PROVIDE' MEANS TO FURNISH AND INSTALL.

5. PRIOR TO THE NEGOTIATED BID, THE CONTRACTOR SHALL VISIT SITE TO VERIFY EXISTING CONDITIONS, PRODUCTS TO BE USED, ANDQUANTITIES REQUIRED. ALL CONTRACTORS ARE REQUIRED TO FIELD VERIFY ALL EXISTING CONDITIONS FOR ALL TRADES INCLUDINGDIMENSIONS, CONFIGURATION, AND UTILITY SYSTEMS. BIDS SHALL REFLECT ALL CONSTRUCTION NECESSARY TO COMPLETE THE WORKREQUIRED WITH CONSIDERATION GIVEN TO EXISTING CONDITIONS.

6. CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED BY STATE AND LOCAL AUTHORITIES. CONTRACTOR SHALL PICK UP PERMIT AND PAYSUBCONTRACTOR PERMITS. OWNER SHALL PAY FOR GENERAL BUILDING PERMIT.

7. CONTACT STATE DIGGING HOTLINE FROM THE ONE CALL DIRECTORY PRIOR TO PERFORMING ANY UNDERGROUND UTILITY OR EXCAVATIONWORK.

8. GENERAL CONTRACTOR SHALL COORDINATE ALL SITE STAGING, DUMPSTER LOCATION, UTILITIES, EXCAVATION (WHERE APPLICABLE), ETC.WITH THE LANDLORD.

9. MECHANICAL CONTRACTOR SHALL INSTALL COMPLETE HVAC SYSTEM IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERALCODES (INCLUDING THE NFPA 101 LIFE SAFETY CODE, SPECIFICALLY CHAPTER 20) AND BUILDING STANDARDS. THE MECHANICALCONTRACTOR SHALL REFER TO THE STRUCTURAL DRAWINGS FOR NECESSARY STRUCTURAL REINFORCEMENTS WHEN PLACING EQUIPMENTON THE EXISTING STRUCTURE. THE MC SHALL BE RESPONSIBLE TO OBTAIN AND PAY FOR THE MECHANICAL PERMIT.

10. PLUMBING CONTRACTOR SHALL INSTALL PLUMBING SYSTEM IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES(INCLUDING THE NFPA 101 LIFE SAFETY CODE, SPECIFICALLY CHAPTER 20) AND BUILDING STANDARDS. THE PC SHALL BE RESPONSIBLE TOOBTAIN AND PAY FOR THE PLUMBING PERMIT.

11. ELECTRICAL CONTRACTOR SHALL INSTALL COMPLETE ELECTRICAL SYSTEM IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, ANDFEDERAL CODES (INCLUDING THE NFPA 101 LIFE SAFETY CODE, SPECIFICALLY CHAPTER 20) AND BUILDING STANDARDS. THE ELECTRICALCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY NECESSARY LOW-VOLTAGE PERMITS FOR THE PROJECT AND COORDINATING THELOW VOLTAGE WORK WITH THE OWNER'S VENDOR. THE EC SHALL BE RESPONSIBLE TO OBTAIN AND PAY FOR THE ELECTRICAL PERMIT.

12. CONTRACTOR SHALL COORDINATE KEY SCHEDULE WITH THE OWNER PRIOR TO PROJECT SPACE COMPLETION. CLEARLY MARKED KEYSORGANIZED IN THE SPECIFIED KEY CABINET SHALL BE TURNED OVER TO OWNER'S REPRESENTATIVE.

13. FIRE EXTINGUISHERS SHALL BE LOCATED PER LOCAL, STATE AND FEDERAL CODES. KNOX BOX SHALL BE LOCATED PER THE LOCAL FIREMARSHAL.

14. ALL MILLWORK / CABINETRY SHALL BE PROVIDED BY THE OWNER'S MILLWORK VENDOR AND SHALL BE ASSEMBLED AND INSTALLED BY THEGENERAL CONTRACTOR. THE OWNER SHALL PROVIDE THE GENERAL CONTRACTOR WITH THE SHOP DRAWINGS FOR REFERENCE.

15. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COMMISSIONING THE DESIGN-BUILD OF THE NEW FIRE ALARM SYSTEM. LOCALCERTIFIED FIRE ALARM CONTRACTOR (CFAC) SHALL DESIGN FIRE ALARM SYSTEM IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE ANDFEDERAL CODES AND BUILDING STANDARDS INCLUDING THE NFPA 101 LIFE SAFETY CODE (SPECIFICALLY CHAPTER 20). CFAC SHALLWARRANT COMPLETE COMPLIANCE WITH LOCAL FIRE MARSHALL. CFAC IS RESPONSIBLE FOR ALL INCIDENTAL COSTS RELATIVE TO THECOMPLETE INSTALLATION OF THIS SYSTEM INCLUDING SYSTEM DESIGN, ENGINEERING, BATTERY CALCULATIONS, PLAN SUBMITTALS, FEESAND PERMITS. THE CFAC SHALL BE THE ENGINEER OF RECORD FOR THE FIRE ALARM SYSTEM.

16. THE DESIGN-BUILD FIRE SPRINKLER CONTRACTOR (FSC) SHALL DESIGN AND INSTALL A COMPLETE NEW, FULLY OPERATIONAL, CODECOMPLIANT (WHICH AT A MINIMUM SHALL INCLUDE NFPA 13 (STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS) AND NFPA 101 LIFESAFETY CODE - SPECIFICALLY CHAPTER 20), APPROVED, HYDRAULICALLY DESIGNED AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT.(THE WATER SERVICE LATERAL, RISER AND MAIN BRANCHES SHALL BE PROVIDED BY LANDLORD) LINE & HEADS SHALL BE NEW AND THE FSCSHALL DESIGN AND PERMIT SYSTEM. THE (FSC) SHALL BE THE ENGINEER OF RECORD, RESPONSIBLE FOR PREPARING AND PROVIDING SIGNEDAND SEALED DRAWINGS AND CALCULATIONS AS REQUIRED BY THE REVIEWING AUTHORITIES AS WELL AS THE CONTRACTOR FOR THE FIRESPRINKLER SYSTEM AND ALL RELATED COMPONENTS. FSC SHALL SUBMIT TO AHJ WITHIN 14 DAYS TO NOT PROLONG PLAN REVIEW ORPERMITTING.

THE DESIGN-BUILD FIRE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING WATER FLOW TESTS, PREPARING SIGNEDAND SEALED PLAN REVIEW, CIVIL AS REQUIRED, AND INSTALLATION DRAWINGS, HYDRAULIC CALCULATIONS, ENGINEERING, ANDCOORDINATING WITH EXISTING CONDITIONS AND WITH OTHER TRADES. FSC SHALL SUBMIT ALL NECESSARY DOCUMENTS TO INSURANCECOMPANY AND OBTAIN APPROVAL AND NECESSARY PERMITS FROM STATE AND LOCAL AUTHORITIES HAVING JURISDICTION.THE DESIGN-BUILD FIRE SPRINKLER CONTRACTOR, BEFORE SUBMITTING THE BID, SHALL VISIT THE PROJECT SITE AND FAMILIARIZEHIMSELF WITH ALL EXISTING CONDITIONS. AS A RESULT OF HAVING VISITED THE PREMISES, THE CONTRACTOR SHALL BE RESPONSIBLEFOR THE DESIGN AND INSTALLATION OF THE WORK AS IT RELATES TO SUCH CONDITIONS.THE DESIGN-BUILD FIRE SPRINKLER CONTRACTOR (FSC), PRIOR TO SUBMITTING BID, SHALL VERIFY ACCURACY AND COMPLETENESS OFELECTRICAL DRAWINGS AS THEY RELATE TO FIRE SPRINKLER SYSTEM ELECTRICAL REQUIREMENTS. FSC SHALL NOTIFY ELECTRICALENGINEER OF ANY ADDITIONAL ELECTRICAL REQUIREMENTS IN ADVANCE OF BID SO THAT A BID ADDENDA CAN BE ISSUED. SHOULDELECTRICAL CHANGES TO ACCOMMODATE THE FIRE SPRINKLER SYSTEM BE NECESSARY AFTER CONTRACTS HAVE BEEN AWARDED, THEFIRE SPRINKLER DESIGN-BUILD CONTRACTOR SHALL PAY FOR THE ADDITIONAL ELECTRICAL COSTS.THE DESIGN-BUILD FIRE SPRINKLER CONTRACTOR SHALL INSTALL ALL PIPING CONCEALED ABOVE CEILINGS OR IN WALLS IN ALL AREASWITH CEILINGS AND IN AREAS CONSIDERED TO BE FINISHED SPACE. SPRINKLER HEADS SHALL BE INSTALLED IN CENTER OF 2' x 2' HALF OF2' x 4' CEILING TILES.THE DESIGN-BUILD FIRE SPRINKLER CONTRACTOR SHALL INSTALL DRY PIPE OR ANTI-FREEZE SYSTEMS IN UNHEATED AREAS (SUCH ASATTIC) SUBJECT TO FREEZING. THE SPRINKLER SYSTEM SHALL BE A COMBINATION WET/DRY SYSTEM IF REQUIRED.THE FSC AND THE GENERAL CONTRACTOR SHALL VERIFY THE HEIGHTS OF THE SPRINKLER SYSTEM COMPONENTS IN RELATION TOSTRUCTURAL ELEMENTS, HVAC, ETC., INCLUDING ALL MAIN LINES AND BRANCH LINES, TO ENSURE THAT THE SPECIFIED CEILING HEIGHTSARE POSSIBLE.

17. (NOT APPLICABLE)

ArchitectChristopher Kidd & Associates, PCN48W16550 Lisbon RoadMenomonee Falls, Wisconsin 53051Phone: 262.901.0505

PME EngineerChristopher Kidd & Associates, PCN48W16550 Lisbon RoadMenomonee Falls, Wisconsin 53051Phone: 262.901.0505

RESPONSIBILITY MATRIXFURNISHED BY INSTALLED BY OWNER'S

VENDOR NOTES

ELECTRONIC SCALE

ITEM

1.

DESCRIPTION

ALL BUILT-IN MILLWORK ITEMS

MUSTEE SINKS LOCATED IN MILLWORK

PT AND SOAP DISPENSERS IN MILLWORK

STL. COUNTER SUPPORT BRACKETS

CHAIR RAIL / WOOD BASE / TRIM

BLOCKING FOR ALL MILLWORK ITEMS

ALL BLOCKING IN WALLS AS REQUIRED

ICE MACHINE AT STAFF LOUNGE

INTERIOR SIGNAGE

EXTERIOR SIGNAGE

BACK-UP POWER GENERATOR

FURNITURE

APPLIANCES

WATER TREATMENT / SDS EQUIPMENT

2.

3.

4.

5.

6.

7.

8.

9.

11.

12.

13.

14.

15.

16.

17.

18.

19.

OWNER

OWNER

OWNER

OWNER

OWNER

OWNER

CONTRACTOR

OWNER

OWNER

OWNER

OWNER

OWNER

CONTRACTOR

20.

AUTOMATIC TRANSFER SWITCH

CONTRACTOR

CONTRACTOR

CONTRACTOR

CONTRACTOR

CONTRACTOR

CONTRACTOR

CONTRACTOR

CONTRACTOR

CONTRACTOR

OWNER

OWNER

OWNER

SINK FAUCETS / FITTINGS BY G.C.

FINISH BY G.C. (PAINT)

CONTRACTOR

OWNER OWNER MARCOR

R/O AND SDS TUBING / PIPING OWNER OWNER MARCOR

UNDERSLAB SLEEVES FOR SDS TUBING CONTRACTOR CONTRACTOR

21.

VALVE BOXES OWNER CONTRACTOR MARCOR DRAIN CONNECTIONS AND DRAIN PIPING BY G.C.

OTHER PAPER TOWELS BY G.C.

IN REF., WATER BOX BY G.C.

POWER TO BUILDING SIGNS BY G.C.

G.C. COORDINATED

STAPLES

ELECTRICAL FOR WATER TREATMENT CONTRACTOR CONTRACTOR MARCOR COORDINATE W/ OWNER'S VENDOR

ASSEMBLY AND INSTALLATION BY G.C. - SEE SHEET CS1

OWNER CONTRACTOR NARDONE CONDUIT, & CONNECTIONS BY G.C.

SINK AT STAFF LOUNGE10. OWNER CONTRACTOR SINK FAUCETS / FITTINGS BY G.C.

G.C. COORDINATED

TYP ROOM SIGNAGE, TOILET ROOMS

MISKO

MISKO

OCCUPANCY CLASSIFICATION GROUP : - BUSINESS GROUP B (AMBULATORY HEALTH CARE FACILITY)

CONSTRUCTION CLASSIFICATION : - TYPE IIB (EXISTING BUILDING)

FIRE PROTECTION: - FULLY SPRINKLERED (DESIGN/BUILD SYSTEM PER CODE)(SEE GENERAL NOTE #16 THIS SHEET)

- FIRE ALARM SYSTEM (DESIGN/BUILD NEW SYSTEM PER CODE)(SEE GENERAL NOTE #15 THIS SHEET)

- FIRE EXTINGUISHERS LOCATED PER CODE

NUMBER OF STORIES : - 1

ZONING: - CBD - CENTRAL BUSINESS DISTRICT

PARKING : - 9 PARKING STALLS- 2 ACCESSIBLE PARKING STALLS- ADDITIONAL PARKING LOCATED IN PUBLIC LOT ON SOUTHFIELD

ROAD

PROJECT SQUARE FOOTAGEBUSINESS AREA:INCIDENTAL STORAGE / MECH:TOTAL BUILDING SQUARE FOOTAGE:

8,303 G.S.F. 2,357 G.S.F.10,660 G.S.F.

83 OCC.7 OCC.

90 OCC.

PLUMBING FIXTURE CALCULATIONSMINIMUM NUMBER OF PLUMBING FIXTURES (per 2012 MICHIGAN PLUMBING CODE)BUSINESS CLASSIFICATION: TOTAL NUMBER OF TENANT OCCUPANTS: 90(MALE OCCUPANT LOAD: 45 - FEMALE OCCUPANT LOAD: 45)

WATER CLOSETS (MALE): REQUIRED: 2 PROVIDED: 2WATER CLOSETS (FEMALE): REQUIRED: 2 PROVIDED: 2LAVATORIES (MALE): REQUIRED: 2 PROVIDED: 2LAVATORIES (FEMALE): REQUIRED: 2 PROVIDED: 2UNISEX TOILETS: REQUIRED: NONE PROVIDED: 1 UNISEX PATIENT

TOILETOTHER FIXTURES: REQUIRED: 1 SERVICE SINK PROVIDED: 1 SERVICE SINKWATER FOUNTAIN: REQUIRED: 1 PROVIDED: 2 (HIGH/LOW FIXTURE)

PROJECT SCOPE OF WORKTHIS PROJECT INCLUDES THE TENANT IMPROVEMENT OF AN APPROXIMATELY 10,660 S.F, 25 PATIENTSTATION OUT PATIENT CLINIC IN LINCOLN PARK, MICHIGAN WITHIN AN EXISTING BUILDING. THISPROJECT INCLUDES PLUMBING, MECHANICAL, AND ELECTRICAL WORK AS WELL AS NEW FIREPROTECTION SYSTEM AND A NEW FIRE ALARM SYSTEM.

Plan Review Set, IncorporatingAddendum #4, dated March 13,

2017Superceded (December 16, 2016)

TENANT'S REPRESENTATIVE

Bazzi Enterprises, LLCRabih Bazzi, MDrbazzi&gmail.com

OCCUPANT LOAD CALCULATIONS1/100 G.S.F. FOR BUSINESS AREAS USE PER PERSON (8,303 G.S.F.):1/300 G.S.F. FOR STORAGE / MECH AREAS USE PER PERSON (2,357 G.S.F.):TOTAL TENANT OCCUPANT LOAD:

APPLICABLE CODESBUILDING: 2012 MICHIGAN BUILDING CODEPLUMBING: 2012 MICHIGAN PLUMBING CODEMECHANICAL: 2012 MICHIGAN MECHANICAL CODEELECTRICAL: 2014 NATIONAL ELECTRICAL CODEFIRE: 2015 INTERNATIONAL FIRE CODEACCESSIBILITY: 2009 ICC A117.1ENERGY: 2009 MICHIGAN UNIFORM ENERGY CODELIFE SAFETY: 2015 NFPA 101 LIFE SAFETY CODE (CHAPTER 20, AMBULATORY HEALTH CARE FACILITY)

ARCHITECTURALT TITLE SHEETA1.0 ARCHITECTURAL SITE PLAN

LS2.0 LIFE SAFETY PLAN

A2.0 NOTED FLOOR PLANA2.1 DIMENSIONED FLOOR PLANA2.2 ENLARGED PLANSA2.3 FINISH FLOOR PLANA2.5 REFLECTED CEILING PLANA2.6 DOOR SCHEDULEA2.7 HARDWARE SCHEDULEA2.8 FINISH SCHEDULE

A6.0 DETAILSA6.1 DETAILSA6.2 DETAILSA6.3 UL PENETRATION DETAILSA9.0 INTERIOR ELEVATIONSA9.1 INTERIOR ELEVATIONSA9.2 INTERIOR ELEVATIONS

MILLWORKCS1 AMERICAN RENAL MILLWORK

SPECIFICATIONS (FOR REFERENCEONLY)

PLUMBINGP1.0 WATER PLAN AND SCHEDULESP1.1 WATER ISOMETRICP2.0 DRAIN PLAN AND SCHEDULESP2.1 DRAIN ISOMETRIC AND SCHEDULESP3.0 PROCESS PIPING PLANP4.0 PLUMBING DETAILSP4.1 PROCESS DETAILS

MECHANICALM1.0 MECHANICAL SCHEDULESM2.0 MECHANICAL PLANM3.0 MECHANICAL DETAILS

ELECTRICALE1.0 ELECTRICAL RISER AND NOTESE1.1 ELECTRICAL NOTESE1.2 ELECTRICAL PANELSE1.3 ELECTRICAL PANELSE2.0 ELECTRICAL LIGHTING PLANE2.1 ELECTRICAL POWER PLANE2.2 ELECTRICAL COMMUNICATIONS PLANE4.0 ELECTRICAL DETAILSE4.1 LIGHTING DETAILS

WATER TREATMENTVENDOR DRAWINGS(FOR REF. ONLY)ME-1LP-1UL-1TS-1 American Renal Associates, LLC

Project ManagementPhone: 978.778.6463

Contact: Carney McCandless,Project Manager

MISKO

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Prepared by:Architect

Christopher D. Kidd, AIA, ALA, RIBAMichigan License # 1301042186Expires: October 31, 2017

Date of Review:

Seal:

Prepared by:Engineer

Royal Del Glenn, PEMichigan License # 6201049671Expires: October 31, 2017

Date of Review:

Seal:

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Date Drafted:

Project #:

These drawings, as instrumentsof service, remain the propertyof the Architect or Engineer.Any changes, publication, oruse of any kind is prohibitedunless expressly authorized bysaid party.

Copyright 2016

16008-03

02-28-2017

MICHIGAN ARCHITECTURAL BUSINESSLICENSE NUMBER : 444650

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2' x 4' FLUORESCENTLIGHT FIXTURES

1' X 4' STANDARDFLUORESCENTSTRIP W/ DBL. LAMP

RECESSEDLIGHT FIXTURES

GWB SOFFIT

ACT CEILING

SLOTDIFFUSER

EGRESS LIGHT

EMERGENCYBACKUP LIGHT

EXIT SIGN

SMOKE DETECTOR

GWB - 5/8" GYPSUM WALL BOARD

O.T.S. - OPEN TO STRUCTURE

N.I.C. - NOT IN CONTRACT

B.O.T. - BOTTOM OF TRUSS

D.F.P. - DRY FOG PAINT

ACCESS PANEL, SEE SPEC09260

2' x 4' INDIRECTFLUORESCENT LIGHTFIXTURES

S

H HEAT DETECTOR

HVAC GRILLES

SUSPENDED 1' X 4'FLUORESCENT LIGHT

WALL MOUNTEDFLUORESCENT LIGHT

EXIT

EXTERIOREGRESS LIGHT

CEILING GENERAL NOTES

CEILING LEGEND(NOT ALL SYMBOLS NECESSARILY USED)

A ACCENT PAINTCOLOR

VACT CEILING(WASHABLE VINYLCOATED TILES)

SMOKE PARTITIONCARBON MONOXIDEDETECTOR

1. CEILING HVAC CONTRACTOR SHALL LOCATE ALL CEILING DIFFUSERS ANDCOORDINATE WITH ELECTRICAL CONTRACTOR AS REQUIRED. ANYDIFFUSERS LOCATED IN DRYWALL CEILINGS SHALL BE PAINTED TO MATCHTHE CEILING COLOR IF AN ACCENT COLOR IS SPECIFIED.

2. SUSPENDED CEILING SYSTEM SHALL BE 2'x2'x5/8" OR 2'x4'x5/8" LAY-INACOUSTICAL TILE STANDARD GRID AS SHOWN (SEE SPECIFICATIONS FORVARIOUS TYPES OF TILES USED).

3. REFLECTED CEILING PLAN IS SHOWN FOR SUSPENDED CEILING SYSTEMINSTALLATION ONLY. ELECTRICAL CONTRACTOR SHALL INSTALL ALLELECTRICAL ITEMS PER ELECTRICAL DRAWINGS.

4. CONTRACTOR SHALL COORDINATE REFLECTED CEILING PLAN WITHAPPROPRIATE TRADES INCLUDING MECHANICAL, ELECTRICAL, PLUMBING,FIRE PROTECTION, ETC.

5. CONTRACTOR SHALL PROVIDE SOUND BATT INSULATION ABOVE CEILINGEXTENDING OUT 4'-0" EACH SIDE OF ALL TYPE 'B' WALLS. PROVIDE SOUNDBATT INSULATION ABOVE THE ENTIRE CEILING IN THE FOLLOWING ROOMS:TOILETS, OFFICES, RECEPTION, STAFF LOUNGE, CONFERENCE, ANDPD/EXAM ROOM.

6. FIRE PROTECTION CONTRACTOR SHALL DESIGN FIRE PROTECTION SYSTEMTO MEET ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES (INCLUDINGNFPA 13 AND CHAPTER 20 OF THE NFPA 101). SPRINKLER HEADS SHALL BECENTERED IN TILES. COORDINATE WITH LANDLORD.

7. CONTRACTOR SHALL VERIFY IN FIELD IF DESIGNATED CEILING HEIGHTS INROOMS ARE POSSIBLE. IF NOT, NOTIFY ARCHITECT AND PROJECTMANAGER FOR APPROVAL BEFORE BIDDING. IF ARCHITECT AND PROJECTMANAGER ARE NOT NOTIFIED, IT IS ASSUMED THAT MEANS OF PROVIDINGTHE SPECIFIED CEILING HEIGHTS ARE INCLUDED IN THE BID. (i.e.INCLUDING RELOCATION OF SPRINKLER MAIN PIPING.)

8. AT SUSPENDED CLOUD SOFFIT AREAS, THE CONTRACTOR SHALL COORDINATE ALL TRADES TO ENSURE THAT WIRES,

CONDUITS, DUCTWORK, ETC. ARE NOT READILY VISIBLE ABOVE THE SOFFITAREA. (i.e. CONDUITS TO LIGHTING FIXTURES SHALL BE ROUTED ALONGTHE TOP SURFACE OF THE SOFFIT AND EXIT THROUGH THE CEILING ABOVEIN ONE CENTRAL POINT THAT IS NOT VISIBLE FROM FLOOR LEVEL. PAINTALL WIRES, DUCTWORK, ETC. THAT ARE EXPOSED WHITE.

PENDANT LIGHTFIXTURES

1 HOUR FIREBARRIER

1 HR FIRE/SMOKEBARRIER

AP

EXITEXIT

0 2'-0" 4'-0" 8'-0"

SCALE: 3/16" = 1'-0"

SMALL PENDANTLIGHTS (TYP)

OTSDFP

BULKHEADAT 8'-8" A.F.F.

TYP6

A6.2

WATERTREATMENT

149

STORAGE148

INFECTIOUSWASTE

111

DATAROOM

140

RISERROOM

151

CORRIDOR110

STAFFLOUNGE

147

DOCTOR/EXAM

108

DIETITIANOFFICE

109

COATS103

WAITINGROOM

101

CORRIDOR106

STAFFLOCKERS

144

CONFERENCE143

REPAIR/FTM141

MEN'SPUBLICTOILET

105

NOURISHMENTSTATION

102

VESTIBULE100

MEDPREP120

CLINICMANAGER

142

SCALE/H.C.HANDWASH

SINK126

WHEELCHAIRS/EQUIP.

STORAGE131

CLEANBLEACH

SINK134

NURSESTATION

124

HANDWASHSINK125

TREATMENTROOM

129

PATIENTTOILET

114

LABPREP117

JANITOR112

SOILEDHOLDING

113

MEN'SSTAFFTOILET

146

WOMEN'SSTAFFTOILET

145

DIRTYBLEACH

SINK133

HANDWASHSINK123

EQUIP.STORAGE

121

PRIVATEDIALYSIS

130

ELECTRICALALCOVE

150

EQUIP.STORAGE

116

NURSESTATION

119

CLEANBLEACH

SINK135

DIRTYBLEACH

SINK136

HANDWASHSINK118

WHEELCHAIRS/EQUIP.

STORAGE138

HANDWASHSINK132

HANDWASHSINK137

DIRTYBLEACH

SINK122

WOMEN'SPUBLICTOILET

104

CORRIDOR139

8'-0"DAPW

8'-0"DAPW

8'-0"DAPW

8'-0"DAPW

8'-0"DAPW

8'-0"DAPW

OTSDFP

OTSDFP

OTSDFP

RECEPTION127

MEDRECORDS

128

SOCIALWORKEROFFICE

107

9'-0"ACT-1

9'-0"ACT-1

9'-0"ACT-1

9'-0"ACT-1

9'-0"ACT-1

9'-0"ACT-1

9'-0"VACT

8'-0"DAPW

8'-0"DAPW

11'-0"ACT-1

11'-0"ACT-1

9'-0"ACT-1

9'-0"ACT-1

9'-0"ACT-1

11'-0"ACT-2

11'-0"ACT-1

11'-0"ACT-1

11'-0"ACT-1

10'-0"GWB

10'-0"GWB

10'-0"GWB

11'-0"ACT-2

11'-0"ACT-1

11'-0"ACT-1

11'-0"ACT-1

10'-0"GWB

10'-0"ACT-2

10'-0"ACT-2

11'-0"ACT-1/2

TYP5

A6.2

WORKCOUNTER/

CLEAN SUPPLY115

10'-9 1/2"26'-0"3'-7 1/2"

3'-2

"10

'-0"

3'-2

"

15'-2 1/2" 48'-0" 16'-3 1/2"

9'-8

"10

'-0"

22'-0

"10

'-0"

1'-0

"

48'-0" 15'-2 1/2"10'-2 1/2"

10'-0"GWB

10'-0"ACT-2

10'-0"ACT-2

8A6.2

LIGHT COVE

7A6.2

8A6.2

TYP

TYP

FINISH ALL VISIBLEAREAS OF SOFFIT

FINISH ALL VISIBLEAREAS OF SOFFIT

EXISTALUM

EXISTING ALUMINUMSOFFIT AND LIGHTING

BY LANDLORD

EXISTING ROOF STRUCTURE ABOVE

AP AP

AP

AP

AP

AP

AP

LED STRIP LIGHTING ONCLOUD TRIM. SEE DETAIL #6ON SHEET A6.2

OTSDFP

METAL LADDER TOROOF, BY LANDLORD

MC SHALL ROUTECONDENSATE FROM FC-1TO HUB DRAIN IN ROOM

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Drafted By:

Checked By:

Date Drafted:

Project #:

These drawings, as instrumentsof service, remain the propertyof the Architect or Engineer.Any changes, publication, oruse of any kind is prohibitedunless expressly authorized bysaid party.

Copyright 2016

16008-03

02-28-2017

MICHIGAN ARCHITECTURAL BUSINESSLICENSE NUMBER : 444650

Prepared by:Architect

Christopher D. Kidd, AIA, ALA, RIBAMichigan License # 1301042186Expires: October 31, 2017

Date of Review:

Seal:

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GENERAL NOTES - DOORS AND WINDOWS1. FIELD VERIFY ALL DIMENSIONS PRIOR TO SHOP DRAWINGS SUBMITTAL AND

SUBSEQUENT FABRICATION OF ALL DOORS AND WINDOWS

2. ALL INTERIOR DOORS ARE TO HAVE A GRADE 'A' FACE OVER A BONDED 7-PLY COREWITH A WHITE BIRCH VENEER FACTORY FINISH WITH A STAIN TO BE SELECTEDFROM THE MANUFACTURER'S STANDARD COLOR SELECTIONS. SAMPLES FORAPPROVAL MUST BE SUBMITTED TO ARCHITECT AND SUBSEQUENTLY APPROVED BYTHE OWNER.

3. ALL VISION PANELS IN FIRE RATED DOORS TO HAVE TECHNICAL GLASS PRODUCT'SFIRELITE NT GLAZING (NO WIRE GLASS IS PERMITTED).

4. ALL DOOR HARDWARE (STYLE AND FINISH) ON NEW AND EXISTING EXTERIOR DOORSTO MATCH EXISTING BUILDING STANDARD (FIELD VERIFY). GENERAL CONTRACTORSHALL FIELD VERIFY EXISTING DOORS TO REMAIN AND COORDINATE HARDWAREREPLACEMENT AS NECESSARY TO MEET FUNCTION OF SPECIFIED HARDWARE SETLISTED IN SCHEDULE.

5. INTERIOR WINDOW/LITE PRIVACY FILM SHALL BE 3M FASARA DECORATIVE WINDOWFILM. PATTERN SHALL BE SELECTED BY ARCHITECT/OWNER FROMMANUFACTURER'S STANDARD SELECTIONS. EXTERIOR REFLECTIVE PRIVACY FILMSHALL BE DELTA DUAL REFLECTIVE 10% ONE WAY FILM.

6. ALL INTERIOR HOLLOW METAL DOOR AND WINDOW FRAMES SHALL BE PAINTED THEFIELD WALL PAINT COLOR. ALL EXTERIOR DOOR AND WINDOW FRAMES SHALLMATCH THE EXISTING BUILDING STANDARD FINISH.

7. ALL INTERIOR DOOR FRAMES SHALL BE CAULKED TO THE FLOOR AT HARD SURFACEFLOORING AREAS.

8. PROVIDE 30" HIGH X 2" LESS WIDTH OF DOOR STAINLESS STEEL KICK PLATES ONALL INTERIOR DOORS EACH SIDE.

9. THE GENERAL CONTRACTOR AND DOOR HARDWARE SUPPLIER SHALL REVIEW THE'REMARKS' COLUMN OF THE SCHEDULE AND COORDINATE AS NECESSARY AS SOMEHARDWARE COMPONENTS NOT STANDARD TO A SPECIFIC HARDWARE SET MAY BEINDICATED.

10. NO DOORS SHALL BE ALLOWED TO HAVE THUMB TURN LOCKS, IF EXISTING ONEXTERIOR DOORS, THE HARDWARE MUST BE REPLACED BY THE CONTRACTOR.

11. CONTRACTOR SHALL PROVIDE KNOX BOX AS REQUIRED BY LOCAL FIREMARSHAL.SEE SPECICIATION SECTION 16400.

12. SEE SHEET A2.7 FOR KEYING SCHEDULE. GENERAL CONTRACTOR SHALLCOORDINATE KEYING BETWEEN OWNER AND DOOR HARDWARE SUPPLIER.

NOTE: SEE RECEPTION WINDOW ELEVATION #1 ONSHEET A9.0 AND RECEPTION WINDOW SECTIONS ONSHEET A6.1 FOR SLIDING RECEPTION WINDOW DETAILS

VERIFY DIMENSIONSOF WINDOWS FORPRIVACY FILM

TYPICAL DOOR APPROACH DETAILSSCALE: 1/4" = 1'-0"

12" MIN.

48"M

IN.

PUSH SIDE

PUSH SIDE

60"M

IN.

18"MIN.

PULL SIDE

PULL SIDE

24"MIN.

PUSH SIDE

24" MIN

PULL SIDE

36"MIN.

60"M

IN.

22" MIN.

* 12" MIN. CLEARANCEREQUIRED ONLY IF BOTHCLOSER AND LATCH AREPROVIDED.

** 54" MIN. CLEARANCEREQUIRED WHENCLOSER IS PROVIDED.

*** 48" MIN. IF BOTH CLOSERAND LATCH AREPROVIDED.

**** 48" MIN. IF CLOSER ISPROVIDED.

PULL SIDE

42" MIN.

54"M

IN.

12"MIN.

*

*

48"M

IN.

**

42"M

IN.

***

42"M

IN.

****

SCALE: 1/4" = 1'-0"

INTERIOR WINDOW FRAME TYPES

3'-0

"6"

V.I.F. 6"6"

W2

4'-0"

4'-7"

2" 5"

HOLLOW METAL FRAME -PAINT TO MATCH DOOR

FRAME COLOR

W4

1/4" TEMP.GLAZING(TYP.)

2'-0"

3'-6

"3'

-4"

2'-4"

2" 2"

HOLLOW METAL FRAME -PAINT TO MATCH DOOR

FRAME COLOR

TYPE BTYPE A

S.C. WOOD DOORW/ VISION PANEL

FRAME TYPES

TYPE 1

HOLLOW METAL ORALUM. FRAME

VARIES

2"

DETAIL J-1

2" ATDOORS (TYP)

1/4" TEMPEREDGLAZING

FINISHFLOOR

2'-6

"1'

-0"

6"10"

SE

ES

CH

ED

ULE

2"

2" SEESCHED.

2"

SCALE: 1/4" = 1'-0"

2"6'

-0"

8'-6

"

2"10

"

3'-6" 3'-2"

12'-11"

2" 2"

2"1'

-2"

2"OPEN TRANSOM(NO GLAZING.SEE DETAIL #15ON SHEET A6.1)(TYP.)

1/4" TEMPEREDGLAZING (TYP.)

TYPE 3

ALUMINUM FRAME -(CLEAR ANODIZEDALUMINUM FINISH),

OPEN TRANSOM AREA

FRAME

DOOR SCHEDULE

MAT'LTYPEWIDTHSIZEHGT THICK

DOORMAT'LLABEL

FRAMETYPE

HARDWARESET

HEAD &JAMB

GLASSPANEL REMARKS AND HARDWARE NOTES

LOCATION

DOOR TYPES

12"

SCALE: 1/4" = 1'-0"

OPEN TRANSOM(NO GLAZING.SEE DETAIL #15ON SHEET A6.1)(TYP.)

4'-0"4'-0" 5"2"2"

10"

6'-0

"2"

2"1'

-2"

2"

8'-6

"

TYPE C

S.C. WOOD DOORW/ VISION PANEL,

PROVIDE FROSTEDPRIVACY FILM ON

GLAZING

1/4" TEMPEREDGLAZING

TYPE E

INTERIORALUMINUM DOOR(CLEAR ANODIZEDALUMINUM FINISH)

S.C. WOOD DOOR

3'-2" 2"

W1

ALUMINUM FRAME -(CLEAR ANODIZED

ALUMINUM FINISH), OPENTRANSOM AREA

8'-9"

1/4" TEMP.GLAZING (TYP.)

HEAD SIMILAR

FINISHFLOOR

LATCH SIDE

HINGESIDE

7-B

8

5-A

CIPHER LOCK ON TREATEMENT ROOM SIDE, ALWAYS OPERABLE FROM CORRIDOR 139 SIDE FOR EGRESS, CONNECT TO FIRE ALARM FOR EGRESS,SEE WIRING SCHEMATIC ON SHEET A2.7 AND ELECTRICAL DRAWINGS

16-A CIPHER LOCK, PANIC BAR EXIT DEVICE, STAFF ENTRANCE

7-A -

18-B

5-B

10-A CIPHER LOCK, UNDERCUT DOOR 3/4" - SEE MECHANICAL DRAWINGS, TACTILE WARNING INSERT ON LEVER HANDLE

PROVIDE COAT HOOK

18-A TACTILE WARNING INSERT ON LEVER HANDLE

9 CIPHER LOCK, UNDERCUT DOOR 3/4" - SEE MECHANICAL DRAWINGS

3-A CIPHER LOCK ON WAITING ROOM SIDE, ALWAYS OPERABLE FROM TREATMENT ROOM SIDE FOR EGRESS, POWER OPERATOR, ELECTRIC STRIKE, CONNECTTO FIRE ALARM FOR EGRESS, SEE WIRING SCHEMATIC ON SHEET A2.7 AND ELECTRICAL DRAWINGS, PROVIDE FROSTED PRIVACY FILM ON GAZING

13 OPEN TRANSOM AREA FOR SOUND TRANSMITTANCE, NO LOCKING HARDWARE , PUSH/PULL BY DOOR SUPPLIER

UNDERCUT DOOR 3/4" - SEE MECHANICAL DRAWINGS, PROVIDE COAT HOOK

CIPHER LOCK ON CORRIDOR SIDE, ALWAYS OPERABLE FROM STORAGE SIDE, TACTILE WARNING INSERT ON LEVER HANDLE

17-A DELIVERY ENTRANCE

UNDERCUT DOOR 3/4" - SEE MECHANICAL DRAWINGS, PROVIDE COAT HOOK

UNDERCUT DOOR 3/4" - SEE MECHANICAL DRAWINGS, PROVIDE COAT HOOK

CIPHER LOCK, PROVIDE COAT HOOK, TACTILE WARNING INSERT ON LEVER HANDLE

UNDERCUT DOOR 3/4" - SEE MECHANICAL DRAWINGS, TACTILE WARNING INSERT ON LEVER HANDLE

100A VESTIBULE TO EXTERIOR

100B

104

105

106A

106B

107

108

109

110

111

112

113

114

127

128

129A

129C

129B

130

139

140

141

143

145

146

VESTIBULE TO WAITING ROOM

142

147

WOMEN'S PUBLIC TOILET

MEN'S PUBLIC TOILET

CORRIDOR TO WAITING ROOM

CORRIDOR 106 TO CORRIDOR 110

SOCIAL WORKER OFFICE

DOCTOR / EXAM

DIETITIAN OFFICE

CORRIDOR TO EXTERIOR

INFECTIOUS WASTE

JANITOR

SOILED HOLDING

PATIENT TOILET

RECEPTION

MED RECORDS

TREATMENT ROOM TO WAITING ROOM

TREATMENT ROOM TO CORRIDOR 110

TREATMENT ROOM TO CORRIDOR 139

PRIVATE DIALYSIS

CORRIDOR 139 TO CORRIDOR 110

DATA ROOM

REAPIR / FTM

CLINIC MANAGER

CONFERENCE

WOMEN'S STAFF TOILET

MEN'S STAFF TOILET

STAFF LOUNGE

148A

148B

149

150

151

STORAGE TO CORRIDOR

STORAGE TO EXTERIOR

WATER TREATMENT

NOT USED

RISER ROOM

3'-0" 7'-0" 1-3/4" A -

3'-0" 7'-0" 1-3/4" A -

3'-0" 7'-0" 1-3/4" B -

3'-0" 7'-0" 1-3/4" B 45 MIN.

3'-0" 7'-0" 1-3/4" A -

3'-0" 7'-0" 1-3/4" A -

3'-0" 7'-0" 1-3/4" A -

3'-0" 7'-0" 1-3/4" A 45 MIN.

3'-0" 7'-0" 1-3/4" A 45 MIN.

3'-0" 7'-0" 1-3/4" A SMOKE

3'-0" 7'-0" 1-3/4" A -

3'-0" 7'-0" 1-3/4" B -

3'-0" 7'-0" 1-3/4" A SMOKE

3'-6" 7'-0" 1-3/4"

3'-6" 7'-0" 1-3/4"

3'-0" 7'-0" 1-3/4"

C -

B 45 MIN.

B 45 MIN.

3'-6" 7'-0" 1-3/4" E -

3'-0" 7'-0" 1-3/4" B -

3'-0" 7'-0" 1-3/4" A 45 MIN.

3'-0" 7'-0" 1-3/4" A -

3'-0" 7'-0" 1-3/4" A -

3'-0" 7'-0" 1-3/4" A -

3'-0" 7'-0" 1-3/4" A -

3'-0" 7'-0" 1-3/4" A -

3'-0" 7'-0" 1-3/4" B -

SMOKE

-

3'-6" 7'-0" 1-3/4" B

-

-

VP

VP

-

-

-

-

-

-

-

VP

-

HALF

VP

VP

FULL

VP

-

-

-

-

-

-

VP

VP

-

J-4ALUM ALUM3

J-1WD HM1

J-1WD HM1

J-1WD HM1

J-1WD HM1

J-1WD HM1

J-1WD HM1

J-1WD HM1

J-1WD HM1

J-1WD HM1

J-1WD HM1

J-1WD HM1

J-1WD HM1

J-1WD HM1

J-1WD HM1

J-1WD HM1

J-1WD HM1

J-1WD HM1

J-1WD HM1

J-1WD HM1

J-1WD HM1

J-1WD HM1

J-1WD HM1

J-1WD HM1

J-1WD HM1

J-1WD HM1

J-1- --

5" 2'-0"

W3

4'-0"

2"3'

-4"

2"3'

-6"

4'-7"

7'-2

"

5" 2"

HOLLOW METAL FRAME -PAINT TO MATCH DOOR

FRAME COLOR

3 /16" FIRERATEDGLASS,FIRE LITENT, SEESPEC08800

2"3'

-4"

2"3'

-6"

7'-2

"

AUTOMATIC SLIDING DOOR, SENSOR REMOTE RELEASES, TRANSOM. SEE WIRING DIAGRAM ON SHEET A2.7, COORDINATE WIRING WITHINSTALLATION OF LANDLORD PROVIDED DOORPOWER OPERATOR, ELECTRIC STRIKE, PANIC BAR EXIT DEVICE, SEE WIRING SCHEMATIC ON SHEET A2.7 AND ELECTRICAL DRAWING, COORDINATE WIRINGWITH INSTALLATION OF LANDLORD PROVIDED DOORUNDERCUT DOOR 3/4" - SEE MECHANICAL DRAWINGS, PROVIDE COAT HOOK

UNDERCUT DOOR 3/4" - SEE MECHANICAL DRAWINGS, PROVIDE COAT HOOK

CIPHER LOCK ON WAITING ROOM SIDE, ALWAYS OPERABLE FROM CORRIDOR SIDE FOR EGRESS, CONNECT TO FIRE ALARM FOR EGRESS,SEE WIRING SCHEMATIC ON SHEET A2.7 AND ELECTRICAL DRAWINGSCIPHER LOCK ON CORRIDOR 106 SIDE, ALWAYS OPERABLE FROM CORRIDOR 110 SIDE FOR EGRESS, CONNECT TO FIRE ALARM FOR EGRESS,SEE WIRING SCHEMATIC ON SHEET A2.7 AND ELECTRICAL DRAWINGS

PROVIDE COAT HOOK

PROVIDE COAT HOOK

PROVIDE COAT HOOK

PROVIDE COAT HOOK

CIPHER LOCK, UNDERCUT DOOR 3/4" - SEE MECHANICAL DRAWINGS, TACTILE WARNING INSERT ON LEVER HANDLE

CIPHER LOCK ON CORRIDOR 110 SIDE, ALWAYS OPERABLE FROM CORRIDOR 139 SIDE FOR EGRESS, CONNECT TO FIRE ALARM FOR EGRESS,SEE WIRING SCHEMATIC ON SHEET A2.7 AND ELECTRICAL DRAWINGS

-

SLIDING GATE, SEE SPECIFICATION SECTION 10605 AND DETAIL #9 ON SHEET A9.1, CIPHER LOCK WITH LEVER HANDLE OUTSIDE,LEVER HANDLE INSIDE (NO THUMB TURN LOCK)

-

1-B

2-B

4-B

4-B

4-A

4-A

4-A

12

12

12

7-B

5-A

5-A

5-A

7-B

15

19-A

6

4'-0" 7'-0" - -

CIPHER LOCK ON CORRIDOR 110 SIDE, ALWAYS OPERABLE FROM TREATMENT ROOM SIDE FOR EGRESS, CONNECT TO FIRE ALARM FOR EGRESS,SEE WIRING SCHEMATIC ON SHEET A2.7 AND ELECTRICAL DRAWINGS

DETAIL J-4

VARIES

OPEN TRANSOM(NO GLAZING.SEE DETAIL #15ON SHEET A6.1)

HEAD SIMILAR(MATCH EXISTING

BUILDINGSTANDARD

CONSTRUCTION)

FRAME DETAILS

FINISHFLOOR

2"2"

7'-2

"

EX

EX

EX

EX EXISTEXIST EXIST EXIST EXIST EXIST EXISTEXIST EXISTEXIST

EXISTEXIST EXIST EXIST EXIST EXIST EXISTEXIST EXISTEXIST

EXISTEXIST EXIST EXIST EXIST EXIST EXISTEXIST EXISTEXIST

EXISTEXIST EXIST EXIST EXIST EXIST EXISTEXIST EXISTEXIST

EXISTEXIST EXIST EXIST EXIST EXIST EXISTEXIST EXISTEXIST 10-B

SCALE: 3" = 1'-0"INTERIOR DOOR DETAILS1

METAL STUD RUNNER

GYPSUM BOARD AS SPECIFIED

DOUBLE METAL STUDS

JAMB ANCHOR

JAMB

HEAD

SEE FLOOR PLAN ANDPARTITION TYPE DETAILSFOR PARTITION TYPE ANDTHICKNESS

METAL STUD SIZEVARIES - 3 5/8" (TYPICAL)

GYPSUM BOARD ASSPECIFIED

METAL DOOR FRAME FIRERATED WHERE REQUIRED

2"

VA

RIE

S

NOTE: CAULK ALL DOORFRAMES TO FLOOR IN ALLHARD SURFACE FLOORINGAREAS THROUGHOUT THEFACILITY WITH CLEARSILICONE OR CAULK TOMATCH DOOR FRAMECOLOR.

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Drafted By:

Checked By:

Date Drafted:

Project #:

These drawings, as instrumentsof service, remain the propertyof the Architect or Engineer.Any changes, publication, oruse of any kind is prohibitedunless expressly authorized bysaid party.

Copyright 2016

16008-03

02-28-2017

MICHIGAN ARCHITECTURAL BUSINESSLICENSE NUMBER : 444650

Prepared by:Architect

Christopher D. Kidd, AIA, ALA, RIBAMichigan License # 1301042186Expires: October 31, 2017

Date of Review:

Seal:

A2

A2

02-2

8-20

17A

DD

EN

DU

M#2

MM

W

A1

A4

03-1

3-20

17A

DD

EN

DU

M#4

MM

W

44 1/2" A.F.F.

1'-0"

10"

51/

2"

23/

4"

58 1/2" A.F.F.

3/4" CLEATS ATENDS ANDBETWEEN RACKS1" RADIUS ON

BOTTOM EDGEOF FACE

1-1/4" DIA. CHROMEDOWEL

3MM EDGEBAND

FACE OF WALL, FINISH ASSCHEDULED

SCREW CLEAT ENDS ANDBACK INTO SOLID FRT WOODBLOCKING BEHIND WALL

3/4" CLEAT ATBACK

3/4" SHELF

SCALE: 1 1/2" = 1'-0"COAT SHELF DETAIL8

48" A.F.F.(TOP OF SHELF)

NOTE:COAT SHELF SHALL BEFURNISHED BY OWNER'SMILLWORK VENDOR ANDINSTALLED BYCONTRACTOR

3'-8

"3'

-6"A

.F.F

.

CLINIC MANAGER SIDE TREATMENT ROOM SIDEBASE AS SCHEDULED

7'-2" (V.I.F.)

HOLLOW METAL FRAME- PAINT TO MATCHEXTERIOR ALUMINUMSTOREFRONT FRAMESYSTEM (BLACK OR DARKBRONZE, V.I.F.)

BASE AS SCHEDULED

5"

FRAME ANCHORS

HOLLOW METAL FRAME WITH 3ANCHORS MINIMUM PER JAMB

3 /16" FIRE RATED GLASS,FIRE LITE NT, SEE SPEC08800

3/4" X 3/4" APPLIED METAL STOP(PAINTED TO MATCH FRAME)

ALIGN TO DOOR HEAD HEIGHT

PROVIDE DOUBLE STUDSTYPICAL AT ALL HEADS

TYPICAL SECTION AT

SCALE: 1 1/2" = 1'-0"CLINIC MANAGER WINDOW14

PROVIDE BLINDS CLINICMANAGER SIDE

SEAL TOP OF MILLWORKTO WALL WITH CLEARSILICONE CAULK

SCALE: 1 1/2" = 1'-0"PRIVATE DIALYSIS WINDOWS15

TYPICAL SECTION AT

GYPSUM BOARD RETURN

2x4 FRT WOOD BLOCKING(TYP)

SEE SHEET A6.0 FORPARTITION TYPE

SEALANT AND BACKERROD EACH SIDE

7'-2

"

PRIVATE DIALYSIS SIDEDIALYSIS ROOM SIDE

8'-6"

ALIGN TO DOOR HEAD

ALUMINUM WINDOWFRAME - FACTORYFINISHED CLEARANODIZED ALUMINUM

4 7/8"

PROVIDE 1/4" CLEARTEMPERED GLAZING

10"A

.F.F

.

NO GLAZING IN TRANSOMAREA. SMOOTH FINISH, NORECESS FOR GLAZING.

2x4 FRT WOOD BLOCKING(TYP)

PROVIDE BLINDS ONOUTSIDE OF PRIVATEDIALYSIS

BASE AS SCHEDULED,EACH SIDE

SCALE: 1 1/2" = 1'-0"COFFEE STATION COUNTER4

KNEE SPACE

PLASTIC LAMINATEWORK SURFACE WITH3MM SELF EDGE BANDTO MATCH

FRT 2 X 4 WOODBLOCKING

PAINTED CHAIR RAIL, SEEDETAIL #5 ON THIS SHEET

PLASTIC LAMINATE TRANSACTIONCOUNTER/SILL WITH 3MM SELFEDGE BAND TO MATCH

NOTE:RECEPTION DESK ANDCOFFEE STATION COUNTERSHALL BE FURNISHED BYOWNER'S MILLWORKVENDOR AND INSTALLED BYCONTRACTOR

1'-3"

COFFEE STATION OPENING IS OPEN TOWAITING ROOM, INSTALL LOCKABLEHINGED PANEL PROVIDED BY OWNER'SMILLWORK VENDOR

ENSURE DOOR ISHELD UP FROMCOUNTER SURFACETO CLEAR THECOFFEE MAKERCORD

FRT 2 X 4 WOODBLOCKING

SCALE: 1 1/2" = 1'-0"SECTION AT TRANSACTION COUNTER2

KNEE SPACE

PLASTIC LAMINATEWORK SURFACE WITH3MM SELF EDGE BANDTO MATCH

FRT 2 X 4 WOODBLOCKING

PAINTED CHAIR RAIL, SEEDETAIL #5 ON THIS SHEET

PLASTIC LAMINATE TRANSACTIONCOUNTER/SILL WITH 3MM SELF EDGEBAND TO MATCH

LOCKABLE SLIDING TEMPERED GLASSBI-PASS WINDOW. SEE SPEC SECTION08800 FOR MORE INFORMATION

SET ALUMINUM DOUBLE GLAZING TRACKINTO PLASTIC LAMINATE SILL AT BOTTOMAND MECHANICALLY FASTEN TO HOLLOWMETAL WINDOW FRAME AT TOP. TOP OFALUMINUM GLAZING TRACK FLUSH WITHPLASTIC LAMINATE COUNTER

NOTE:RECEPTION DESK ANDTRANSACTION COUNTERSHALL BE FURNISHED BYOWNER'S MILLWORKVENDOR AND INSTALLEDBY CONTRACTOR

1'-3"

SECTION AT

SINGLE GANG BOX BY E.C.(FOR COAX CABLE)

SINGLE GANG BOX (110VRECEPTACLE) BY E.C.

2x12 FRT WOOD BLOCKING, GC SHALLVERIFY BRACKET WITHCOMMUNICATIONS SYSTEMS VENDORFOR PROPER BLOCKING SIZE

ANGLE BY SIMPSON STRONGTIE (TYPICAL AT EACH CORNER)

3/4" ELEC. CONDUIT TO 6" ABOVEFINISHED CEILING BY E.C.

2 x WOOD STUDS EACH SIDE OF(FULL DEPTH) WALL FRAMINGEXTEND TO STRUCTURE ABOVE1'-4"

60"A

.F.F

.@E

XA

M,

84"A

.F.F

.@C

ON

FER

EN

CE

/STA

FFLO

UN

GE

,72

"A.F

.F.@

WA

ITIN

G(V

ER

IFY

DE

SIR

ED

MO

UN

TIN

GH

EIG

HT

OF

TVW

ITH

OW

NE

R)

WALL MOUNTED TELEVISION ANDBRACKET (N.I.C.) BY OWNER'SCOMMUNICATIONS SYSTEM VENDOR.

C L

C L1'

-0"

SCALE: 3/4" = 1'-0"WALL MOUNTED TV DETAIL12

2'-8

"FR

OM

F.F.

TOTO

PO

FR

AIL2" X 2" PLASTIC CORNER

GUARD. INSTALLED LENGTHIS FROM TOP OF BASE TOUNDERSIDE OF CORNERBLOCK. INSTALL AT ALLOUTSIDE CORNERS OFWAITING ROOM DIRECTLYOVER WALL COVERING.

BASE AS SCHEDULED

ACCENT PAINT BELOW ATCONFERENCE, INPRO WALLPROTECTION BELOW ATWAITING ROOM AND LOUNGE

PAINTED CHAIR RAIL. REFERTO DETAIL #5 ON THIS SHEET,SEAL TOP OF CHAIR RAIL TOWALL WITH CLEAR SILICONECAULK THROUGHOUT, MITERCORNERS AS APPLICABLE

SCALE: 3/4" = 1'-0"CHAIR RAIL DETAIL7

WALL COVERINGABOVE IN WAITINGROOM WHEREINDICATED

SCALE: 3/4" = 1'-0"SECTION AT COFFEE STATION WINDOW3

KNEE SPACE

4'-0

"C

LEA

RO

PE

NIN

G3'

-0"

MA

X.

REFER TO DETAIL#4 ON THIS SHEET

PLASTIC LAMINATE WORKSURFACE WITH 3MM SELF EDGEBAND TO MATCH SCRIBE ANDSEAL TO WALL WITH SILICONE

2'-6

"M

AX

.

HEADER AS REQUIRED

2 X 4 FRT WOOD BLOCKING

PAINTED CHAIR RAIL, SEEDETAIL #5 ON THIS SHEET

PLASTIC LAMINATE ON PLYWOODWALL CAP/SILL WITH 3MM SELFEDGE BAND TO MATCH

7'-0

"

GYPSUM WALLBOARD - SEEFLOOR PLAN AND SHEETA6.0 FOR PARTITION TYPES

NOTE:RECEPTION DESK ANDCOFFEE STATIONCOUNTER SHALL BEFURNISHED BY OWNER'SMILLWORK VENDOR ANDINSTALLED BYCONTRACTOR

PAINTED WOOD TRIM

1'-3"

METAL CANTILEVER BRACKET,AS REQUIRED FORWORKSURFACE SUPPORT

COFFEE STATION OPENING, NOGLAZING, INSTALL LOCKABLE HINGEDPANEL, WOOD CASING PROVIDED BYOWNER'S MILLWORK VENDOR (I.B.C.)

2 X 4 WOOD BLOCKING

BASE AS SCHEDULED

SCALE: 3/4" = 1'-0"SECTION AT RECEPTION WINDOW1

KNEE SPACE

3'-6

"C

LEA

RO

PE

NIN

G3'

-6"

MA

X.

REFER TODETAIL #2 ONTHIS SHEET

2'-6

"

LOCKABLE SLIDINGGLASS BI-PASS WINDOW

TOP OF ALUM. GLAZING TRACKFLUSH WITH PLASTIC LAMINATETRANSACTION COUNTER

BASE AS SCHEDULED

2 X 4 WOOD BLOCKING

HEADER AS REQUIRED

2 X 4 FRT WOOD BLOCKING

PAINTED CHAIR RAIL,SEE DETAIL #5 ONTHIS SHEET

PLASTIC LAMINATE ONPLYWOOD WALL CAP/SILLWITH 3MM SELF EDGEBAND TO MATCH

7'-0

"

GYPSUM WALLBOARD - SEEFLOOR PLAN AND SHEETA6.0 FOR PARTITION TYPES

NOTE:RECEPTION DESKAND TRANSACTIONCOUNTER SHALLBE FURNISHED BYOWNER'SMILLWORKVENDOR ANDINSTALLED BYCONTRACTOR

WRITING SURFACESHELF BY OWNER'SMILLWORK VENDOR- INSTALLED BYCONTRACTOR

2'-1

0"

PAINTED WOOD TRIM

1'-3"

METAL CANTILEVERBRACKET, AS REQUIREDFOR WORKSURFACESUPPORT

PLASTIC LAMINATE WORKSURFACE WITH 3MM SELFEDGE BAND TO MATCHSCRIBE AND SEAL TOWALL WITH SILICONE

SCALE: 1" = 1'-0"COUNTER MOUNT TV (N.I.C.) DETAIL13

1'-0"

DIALYSIS CHASE CABINET ANDCOUNTERTOP PROVIDED BYOWNER'S MILLWORK VENDOR,INSTALLED BY CONTRACTOR

FACE OF GYPSUM BD. ATWALL BEYOND - SEE FLOORPLAN, SHEET A2.0 AND WALLTYPES SHEET A6.0 FOR WALLCONSTRUCTION TYPES

PLASTIC LAMINATE BACKSPLASH,PROVIDED BY OWNER'S MILLWORKVENDOR, INSTALLED BY CONTRACTOR

2"

5/8" DENS ARMOR PLUS TO48" A.F.F. OR TO UNDERSIDEOF WALL CAP BEHINDDIALYSIS CABINETS

CONTINUOUS FRT 2XBLOCKING @ TOP ANDBOTTOM OF WALLMOUNTED CABINET

TV SUPPORT ARM (N.I.C.)

TABLE MOUNT FOR TVSUPPORT ARM W/ BASEPLATE BOLTED THROUGHMDF AND PLYWOOD LAYERSOF COUNTERTOP (N.I.C.)

(2) K&V 208 8"X12" BRACKETS BENEATHEACH TV LOCATION, ANCHOR THROUGH BACKOF CHASE CABINET TO BLOCKING IN WALL- VERIFY WITH TV LOCATIONS, PROVIDED ANDINSTALLED BY CONTRACTOR (AT FUTURESTATIONS, COUNTERMOUNT BRACKETS SHALLSTILL BE PROVIDED FOR FUTURE TVINSTALLATIONS)

2X FRT BLOCKING AT TVBRACKET LOCATIONS

FRT WOOD BLOCKINGIN CABINET @ TVS BYOWNER'S TV VENDOR

NOTE:E.C. TO PROVIDE CONDUITTO TV LOCATIONS ATDIALYSIS COUNTERS. TVCONNECTIONS TOCONDUIT SHALL BE MADEBY THE OWNER'SCOMMUNICATIONVENDOR.

PRIMER (BOTH SIDES)

PRIME FLANGE OF LEADFLASHING WITH SPM METAL

VENT STACKPLUMBING

MEMBRANE

LAP SEALANT AT ALL SIDES

FLEXIBLE FLASHING ADHERED

MASTIC SEALANTSET LEAD FLANGE IN

MIN.

8"

MIN. DOWN INTO PIPEROLL LEAD FLASHING 1"

8" MIN.

ROOF MEMBRANE (V.I.F.)

SCALE: 1" = 1'-0"PLUMBING VENT FLASHING DETAIL (TYP.)16

MBR. FLASHING CEMENT,MBR. UTILITY CEMENTOR ASPHALT

INSULATION (VERIFYAND MATCH EXISTINGCONDITION)

11A6.1

2"

2"

DOUBLE STUDS

CONTINUOUS RETAINER

2"

2"

A6.111

CONTINUOUS RETAINER

SCALE: 3" = 1'-0"TYPICAL CORNER GUARD DETAIL9

SCALE: 3" = 1'-0"TYPICAL CORNER GUARD DETAIL10

TOP OF RAIL 32" AFF

PROVIDE 2x FRT WOODBLOCKING BEHIND CHAIR RAIL

PAINTED CHAIR RAIL, WITHPROFILE AS SHOWN, EQUAL TOLEWIS LUMBER LLP 0013

SCALE: 6" = 1'-0"CHAIR RAIL DETAIL5

PAINTED 3" X 1/2" BACKER

SCALE: 6" = 1'-0"WOOD BASE DETAIL6

HOLD GYPSUM BOARD1/4" ABOVE CONCRETESLAB. PROVIDEBACKER ROD ANDSEALANT EACH SIDE

PAINTED WALLBASE, WITHPROFILE AS SHOWN,EQUAL TO LEWISLUMBER LLP 0040

7/16"

3/4"

41/

2"

PAINTED SHOEMOLDING

NOTE:CHAIR RAIL SHALL BEFURNISHED PRIMED BYOWNER'S MILLWORKVENDOR AND PAINTED &INSTALLED BY CONTRACTOR- SEE SHEET A2.8

NOTE:WOOD BASE SHALL BEFURNISHED PRIMED BYOWNER'S MILLWORKVENDOR AND PAINTED &INSTALLED BYCONTRACTOR - SEESHEET A2.8

PROVIDE 2x FRT WOODBLOCKING BEHIND BASE

CLEAR SILICONE CAULK

2"TY

PIC

AL

2" TYPICAL

WALL FINISHESSHALL BE APPLIEDPRIOR TOCORNERGUARDINSTALLATION

WALL STUDS

SCREWS AT 18"STAGGEREDVERTICALLY

CONTINUOUSSHOCK CUSHION CONTINUOUS

RETAINER

NOTE: SETBOTTOM OFCORNER GUARDDIRECTLY AT TOPOF BASE (TYPICAL)

TEXTURED HIGHIMPACT SNAP-ONCOVER

GYPSUM BOARD

SCALE: 1:1CORNER GUARD DETAIL11

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Drafted By:

Checked By:

Date Drafted:

Project #:

These drawings, as instrumentsof service, remain the propertyof the Architect or Engineer.Any changes, publication, oruse of any kind is prohibitedunless expressly authorized bysaid party.

Copyright 2016

16008-03

02-28-2017

MICHIGAN ARCHITECTURAL BUSINESSLICENSE NUMBER : 444650

Prepared by:Architect

Christopher D. Kidd, AIA, ALA, RIBAMichigan License # 1301042186Expires: October 31, 2017

Date of Review:

Seal:

A2

A2

02-2

8-20

17A

DD

EN

DU

M#2

MM

WA

403

-13-

2017

AD

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ND

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#4M

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A4

SCALE: 3/4" = 1'-0"RATED WALL STENCILS11

1 HOUR RATED WALLPROTECT ALL OPENINGS AND PENETRATIONS

SMOKE PARTITIONPROTECT ALL OPENINGS AND PENETRATIONS

3"(T

YP

ICA

L)

NOTES:1. STENCILS SHALL BE APPLIED TO EACH AND EVERY RATED WALL IN THE FACILITY.2. SOME JURISDICTIONS MAY HAVE A SPECIFIC HEIGHT REQUIREMENT FOR THE

LETTERING AND SPACING, ADJUST ACCORDINGLY.3. SOME JURISDICTIONS MAY HAVE A SPECIFIC WORDING/PHRASING

REQUIREMENTS FOR THE STENCIL, ADJUST ACCORDINGLY.4. STENCILS SHALL BE APPLIED SO THAT THE BOTTOM OF THE LETTERS ARE 6"

ABOVE THE CEILING GRID AND AT EVERY 10'-0" ON CENTER ALONG THE LENGTHOF THE WALL.

(TYPICALLY ON TENANT DEMISING WALLS)

(TYPICALLY ON STORAGE ROOMS, MED RECORDS, MEDWASTE, JANITOR CLOSET, WATER TREATMENT, ETC.)

SCALE: 1 1/2" = 1'-0"PARTITION 'A'1

A

SCALE: 1 1/2" = 1'-0"PARTITION 'B'2

B B6

SCALE: 1 1/2" = 1'-0"PARTITION 'C'3

C

SCALE: 1 1/2" = 1'-0"PARTITION 'D' - 1 HOUR FIRE RATED WALL5

D

1 HR FIRE RATED ASSEMBLYUL DESIGN NO. U465

'B6' DENOTES6" METAL STUD

NOTES:1. DAPW REQUIRED AT ALL TOILET

ROOMS, LOUNGE "WET WALL"AREAS, AND ALL WALL AREASADJACENT TO SINKSTHROUGHOUT.

2. PROVIDE CONTROL JOINTS INGYPSUM BOARD AT 30'-0" O.C.MAXIMUM, SEE SPECIFICATIONMANUAL SECTION 09260 FORMORE INFORMATION

3. CONTRACTOR SHALL VERIFYLIMITING HEIGHTS OF METALSTUDS WITH MANUFACTURERPRIOR TO COMPLETION OF BIDS.CONTRACTOR SHALL PROVIDETHICKER GAUGE STUD ASREQUIRED.

NOTES:1. DAPW REQUIRED AT ALL TOILET

ROOMS, LOUNGE "WET WALL"AREAS, AND ALL WALL AREASADJACENT TO SINKSTHROUGHOUT.

2. PROVIDE CONTROL JOINTS INGYPSUM BOARD AT 30'-0" O.C.MAXIMUM, SEE DETAIL #4 ON THISSHEET, SEE SPECIFICATIONMANUAL SECTION 09260 FORMORE INFORMATION

3. CONTRACTOR SHALL VERIFYLIMITING HEIGHTS OF METALSTUDS WITH MANUFACTURERPRIOR TO COMPLETION OF BIDS.CONTRACTOR SHALL PROVIDETHICKER GAUGE STUD ASREQUIRED.

4. PROVIDE SMOKE SEALS FORSMOKE PARTITION - VERIFYLOCATION ON PLANS. ALLPENETRATIONS THROUGH SMOKEPARTITIONS SHALL BE FILLEDWITH A MATERIAL THAT ISCAPABLE OF MINIMIZING THETRANSFER OF SMOKE ANDPROTECTED BY AN APPROVEDDEVICE THAT IS DESIGNED FORTHE SPECIFIC PURPOSE.EQUIVALENT TO STI SMOKE ‘N’SOUND SEALANT.

5. SEE DETAIL #10 FOR PARTITIONHEAD ANCHORAGE. TYPICAL ATALL PARTITIONS.

NOTES:1. DAPW REQUIRED AT ALL TOILET

ROOMS, LOUNGE "WET WALL"AREAS, AND ALL WALL AREASADJACENT TO SINKSTHROUGHOUT.

2. PROVIDE CONTROL JOINTS INGYPSUM BOARD AT 30'-0" O.C.MAXIMUM, SEE SPECIFICATIONMANUAL SECTION 09260 FORMORE INFORMATION

3. CONTRACTOR SHALL VERIFYLIMITING HEIGHTS OF METALSTUDS WITH MANUFACTURERPRIOR TO COMPLETION OF BIDS.CONTRACTOR SHALL PROVIDETHICKER GAUGE STUD ASREQUIRED.

NOTES:1. DAPW REQUIRED AT WALLS AND

CEILINGS IN ALL TOILET ROOMS ANDLOUNGE "WET WALL" AREAS, ANDALL WALL AREAS ADJACENT TO SINKSTHROUGHOUT.

2. CONTRACTOR SHALL APPLYELASTOMERIC FIRE STOP COATINGAT ALL ROOF/CEILING ORROOF/FLOORING INTERSECTIONS.ELASTOMERIC FIRE STOP COATINGMUST BE WATER BASED AND BEAPPLIED EITHER BY SPRAY OR BRUSHAPPLICATION AT ALL CONSTRUCTIONJOINTS AT TOP OF WALL: SEE SPECS

3. CONTROL JOINTS IN GYPSUM BOARDSHALL BE 30'-0" O.C. MAXIMUM ANDSHALL BE RATED, SEE DETAIL #4 ONTHIS SHEET AND SPECIFICATIONMANUAL SECTION 09260 FOR MOREINFORMATION.

4. CONTRACTOR SHALL VERIFY LIMITINGHEIGHTS OF METAL STUDS WITHMANUFACTURER PRIOR TOCOMPLETION OF BIDS. CONTRACTORSHALL PROVIDE THICKER GAUGESTUD AS REQUIRED.

5. VERIFY LOCATION ON PLAN OF FIRERATED WALLS AND FIRE/SMOKEBARRIER WALLS, ALL PENETRATIONSSHALL BE SEALED TO PREVENT THEPASSAGE OF FIRE.

6. SEE DETAIL #10 FOR PARTITION HEADANCHORAGE. TYPICAL AT ALLPARTITIONS.

NOTE: 1 HR FIRE RATED WALL SHALL RUNCONTINUOUS FROM FLOOR SLAB BELOW TOUNDERSIDE OF ROOF DECK ABOVE

HOLD GYPSUM BOARD 1/4" ABOVE CONCRETE SLAB.PROVIDE BACKER ROD AND SEALANT EACH SIDE

OPTION: EXTEND 18GA. STEEL STUD TOSTRUCTURE AT 4'-0"O.C. MAXIMUM3 5/8"-20GA. STEEL STUD BRACINGAT 48" O.C., ALTERNATE SIDES

BATT INSULATION

(4) #8 x 1/2" METAL SCREWS,BRACING TO RUNNER

CEILING AS SCHEDULED

3 5/8"-20GA. STEEL FRAMING AT 16"O.C. MAXIMUM WITH 1-LAYER 5/8"TYPE 'X' GYPSUM BOARD OR DAPWEACH SIDE

.177 X 1" MINIMUM SHOT-INANCHOR AT 24" O.C. MAXIMUMSEALANT EACH SIDE - HOLDGYPSUM BOARD 1/2" OFF FINISHFLOOR

45°-

60°

OPTION: EXTEND 18GA. STEELSTUD TO STRUCTURE AT4'-0"O.C. MAXIMUM

3 5/8"-20GA. STEEL STUD BRACINGAT 48" O.C., ALTERNATE SIDES

(4) #8 x 1/2" METAL SCREWS,BRACING TO RUNNER

SOUND BATT INSULATION

CEILING AS SCHEDULED

3 5/8"-20GA. STEEL FRAMING AT16" O.C. MAXIMUM WITH 1-LAYER5/8" TYPE 'X' GYPSUM BOARD ORDAPW EACH SIDE

.177 X 1" MINIMUM SHOT-INANCHOR AT 24" O.C. MAXIMUM

SEALANT EACH SIDE

45°-

60°

SEALANT EACH SIDEPARTITION HEAD ANCHORAGE(SEE DETAIL #9 ON THIS SHEET)(TYPICAL ALL PARTITIONS)

SOUND BATT INSULATION

SOUND BATT INSULATION

CEILING AS SCHEDULED

.177 X 1" MINIMUM SHOT-INANCHOR AT 24" O.C. MAXIMUM

3 5/8"-18GA. STEEL FRAMINGAT 16" O.C. MAXIMUM WITH1-LAYER 5/8" TYPE 'X' GYPSUMBOARD OR DAPW EACH SIDE

SEALANT EACH SIDE

FILL EXPOSED FLUTES AND VOIDS WITHFIRE-SAFING INSULATION - CUT BACKEXISTING ROOF INSULATION TO ACHIEVERATING TO STRUCTURAL DECK ANDPATCH AS NECESSARY

NOTE: PROVIDE SMOKESEALS FOR SMOKE WALLLOCATIONS

SOUND BATT INSULATION

SOUND BATT INSULATION

EXISTING STRUCTURE

CEILING AS SCHEDULED

1-LAYER 5/8" TYPE 'X' GYPSUMBOARD OVER 3 5/8"-18GA. STEELFRAMING AT 16" O.C.

.177 X 1" MINIMUM SHOT-INANCHOR AT 24" O.C. MAXIMUM

SEALANT EACH SIDE

BOTTOM OF STRUCTURE ABOVE(V.I.F.)

BOTTOM OF STRUCTURE ABOVEELEV. ~18'-0" TO 20'-0"

BOTTOM OF STRUCTURE ABOVEELEV. ~18'-0" TO 20'-0"

BOTTOM OF STRUCTURE ABOVEELEV. ~18'-0" TO 20'-0"

HOLD GYPSUM BOARD 1/4" ABOVE CONCRETE SLAB.PROVIDE BACKER ROD AND SEALANT EACH SIDE

HOLD GYPSUM BOARD 1/4" ABOVECONCRETE SLAB. PROVIDE BACKERROD AND SEALANT EACH SIDE

EXISTING FLOOR SLAB

EXISTING FLOOR SLAB

EXISTING FLOOR SLAB

EXISTING FLOOR SLAB

EXISTING STRUCTURE

EXISTING STRUCTURE

EXISTING STRUCTURE

SCALE: 1 1/2" = 1'-0"PARTITION 'E'6

E

SOLID SURFACE CAP PROVIDED BYOWNER'S MILLWORK VENDOR ANDINSTALLED BY CONTRACTOR

1-LAYER 5/8" GYPSUM BOARD (DENS ARMORPLUS WHERE REQUIRED IN TREATMENT ANDPRIVATE DIALYSIS ROOMS ONLY) EACH SIDE 35/8"-20 GA. STEEL FRAMING AT 16" O.C. MAXIMUM

PROVIDE 3 1/2" TUBE STEEL SUPPORTSSECURED TO CONCRETE SLAB WITHCONCRETE EXPANSION BOLTS AT 4'-0" O.C.AND AT ENDS OF LONG PARTIAL-HEIGHTWALL RUNS - POSITION TO LIMITINTERFERENCE WITH PLUMBING ANDELECTRICAL RUNS.

.177 X 1" MINIMUM SHOT-INANCHOR AT 24"O.C. MAXIMUM

SEALANT EACH SIDE

7"

TOP OF CAP ELEV. = 103'-6" OR 104'-0"(SEE FLOOR PLAN SHEET A2.0)

FINISH FLOOR ELEV. = 100'-0"

HOLD GYPSUM BOARD 1/4"ABOVE CONCRETE SLAB.PROVIDE BACKER RODAND SEALANT EACH SIDE

PROVIDE FRT WOOD BLOCKINGIN WALL AT DIALYSIS CHASELOCATIONS

EXISTING FLOOR SLAB

NOTE: THE CONTRACTORMUST PROVIDE TUBE STEELSUPPORTS SIMILAR TO THISDETAIL AT ALL MILLWORKAND METAL STUD FRAMEDHALF-WALLS.

C6

'C6' DENOTES6" METAL STUD

6"6"

SCALE: 1 1/2" = 1'-0"PARTITION 'G'8

G

BOTTOM OF STRUCTUREABOVE (V.I.F.)

CEILING AS SPECIFIED

PROVIDE 3 5/8" FURRING, VAPORBARRIER, AND 5/8" GYP BOARD(DENS ARMOR PLUS WHEREREQUIRED) AT ALL EXTERIORWALLS, BY LANDLORD

SOUND BATT INSULATION

EXISTING STRUCTURE

SEALANT, BYLANDLORD

EXISTING FLOOR SLAB

HOLD GYPSUM BOARD 1/2" ABOVEFLOOR SLAB. PROVIDE BACKERROD AND SEALANT, BY LANDLORD

NOTES:1. DAPW REQUIRED AT ALL TOILET

ROOMS, LOUNGE "WET WALL"AREAS, AND ALL WALL AREASADJACENT TO SINKSTHROUGHOUT.

2. PROVIDE CONTROL JOINTS INGYPSUM BOARD AT 30'-0" O.C.MAXIMUM, SEE DETAIL #4 ON THISSHEET, SEE SPECIFICATIONMANUAL SECTION 09260 FORMORE INFORMATION

3. CONTRACTOR SHALL VERIFYLIMITING HEIGHTS OF METALSTUDS WITH MANUFACTURERPRIOR TO COMPLETION OF BIDS.CONTRACTOR SHALL PROVIDETHICKER GAUGE STUD ASREQUIRED.

THERMAL BATT INSULATION,BY LANDLORD

.177 X 1" MINIMUM SHOT-INANCHOR AT 24" O.C. MAXIMUM,BY LANDLORD

EXTEND GYPSUM BOARD, VAPORBARRIER, AND INSULATION TOSTRUCTURAL DECK ABOVE, BYLANDLORD

EXISTING EXTERIOR WALLASSEMBLY, VERIFY DEPTH OFWALL IN FIELD

EXTERIOR

SCALE: 1 1/2" = 1'-0"PARTITION 'F'7

F

BOTTOM OF STRUCTUREABOVE (V.I.F.)

CEILING AS SPECIFIED

SOUND BATT INSULATION

EXISTING STRUCTURE

SEALANT

EXISTING FLOOR SLAB

HOLD GYPSUM BOARD 1/2" ABOVEFLOOR SLAB. PROVIDE BACKERROD AND SEALANT

NOTES:1. DAPW REQUIRED AT ALL TOILET

ROOMS, LOUNGE "WET WALL"AREAS, AND ALL WALL AREASADJACENT TO SINKSTHROUGHOUT.

2. PROVIDE CONTROL JOINTS INGYPSUM BOARD AT 30'-0" O.C.MAXIMUM, SEE DETAIL #4 ON THISSHEET, SEE SPECIFICATIONMANUAL SECTION 09260 FORMORE INFORMATION

3. CONTRACTOR SHALL VERIFYLIMITING HEIGHTS OF METALSTUDS WITH MANUFACTURERPRIOR TO COMPLETION OF BIDS.CONTRACTOR SHALL PROVIDETHICKER GAUGE STUD ASREQUIRED.

4. CONTRACTOR SHALL BERESPONSIBLE FOR INSTALLINGTHE EIFS SYSTEM PER THEMANUFACTURERSRECOMMENDATIONS.CONTRACTOR SHALL BERESPONSIBLE FOR INCLUDINGITEMS NOT INDICATED IN THESEDRAWINGS, BUT SPECIFIED BYTHE MANUFACTURER IN THE BID,SHOP DRAWINGS, ANDCONSTRUCTION OF THISPROJECT.

EXTERIOR

EXISTING EXTERIOR WALL BYLANDLORD. ENSURE DENS ARMORPLUS WALL WHERE REQUIRED.

34" TREATED PLYWOOD BLOCKING

EXTEND FROM 3'-0" TO 7'-0" A.F.F.SEE FLOOR PLAN FOR LOCATION

NOTES:1. FIRE RETARDANTTREATED (FRT) BLOCKINGIS REQUIRED FOR ALLWALL MOUNTED/ WALLHUNG ITEMS.

2. ALL WOOD BLOCKINGAND BACKING MUST BEFIRE RETARDANT,TREATED & FACTORYSTAMPED.

SCALE: 3" = 1'-0"PLYWOOD BLOCKING DETAIL9

FIRE RETARDANT WOOD BLOCKING (SEEWALL TYPE FOR BLOCKING SIZE

5/8" GYPSUM BOARD ORDAPW ON METAL STUDS (SEEWALL TYPE FOR STUD SIZE)

SCALE: 3" = 1'-0"IN RATED PARTITION4

5/8" TYPE 'X'GYPSUM BOARD

STEEL STUD(TYPICAL)

5/8" GAP

1/2" (MAXIMUM)GAP

1-5/8" SCREWS AT24" O.C.

(2) 5/8" TYPE 'X'GYPSUM BOARDSTRIPS

METAL OR VINYLCONTROL JOINT

SCALE: 3" = 1'-0"PARTITION HEAD ANCHORAGE10

1"MIN.

5/8" DEFLECTION GAP

LINE OF STRUCTURE ABOVE,CONTRACTOR SHALL VERIFYCONSTRUCTION TYPE.

SLIPTRACK SYSTEMSLOTTED TRACK

11/

4"

PROVIDE 2" x 20 GA STEELSTRAPS OR Z-BARS AT EACHBRACING MEMBER, WHENWALL RUN IS PARALLEL TOFLUTES IN METAL DECK.

FASTENERS AT 16"OC (MAXIMUM)(TYPICAL) STUD WALL

WIDTH VARIES

FRAMING SCREWS, TIGHTENAPPROPRIATELY TO ALLOW PROPERSLIP TRACK DEFLECTION (TYPICAL)

1"MIN.

STEEL STUD PARTITIONBRACING

LINE OF STRUCTURE ABOVE,CONTRACTOR SHALL VERIFYCONSTRUCTION TYPE.

PROVIDE 2" x 20 GA STEELSTRAPS OR Z-BARS AT EACHBRACING MEMBER, WHENWALL RUN IS PARALLEL TOFLUTES IN METAL DECK.

CLASS 'A' FIRE RATED FRP PANEL / INPROWALL PROTECTION PANEL. SET PANEL 1"BELOW RUBBER BASE AND SET INCONTINUOUS BEAD OF SILICONESEALANT AT TOP AND BOTTOM4" OR 6" RUBBER BASE SET IN SILICONE SEALANT ANDTHOROUGHLY GLUED TO PANEL (OVERLAP INPRO WALLPANEL BY 1/4", PER MANUFACTURER'S INSTALLATIONDIRECTIONS. USE ADHESIVE AS RECOMMENDED BYMANUFACTURER)

5/8" TYPE X DAPW

CLASS 'A' FIRE RATED FRPPANEL / INPRO WALLPROTECTION PANEL. SETPANEL 1

4" ABOVE BASE AND SETIN CONTINUOUS BEAD OFSILICONE SEALANT AT TOP ANDBOTTOM

6" 1/8" THICK RESINOUS FLOORINGOVER PREPARED CONCRETE SLAB(APPLY W/ INTEGRAL COVE BASEAS SHOWN)

RESINOUS FLOORING

LVT/SV/SC FLOORING

SCALE: 3" = 1'-0"BASE WALL PROTECTION BASE DETAIL12

5/8" TYPE X DAPW

E.G. INFECTIOUS WASTE ROOMAND FTM/REPAIR ROOM

E.G. @ PATIENT SCALE AREAAND CORRIDORS

NOTE: PROVIDE MOLDEDOUTSIDE CORNER PIECES FORRUBBER BASE AT ALL OUTSIDECORNER CONDITIONS.

BEAD OF SILICONE SEALANT ATTOP AND BOTTOM OF BASE.

NOTE: STOP INPRO VERTICALSEAM TRIMS @ 4" AFF BEHINDRUBBER BASE TO PREVNETBULGING OF BASE.

CORNER BEAD ANDJOINT COMPOUND

5/8" GYPSUM BOARDON METAL STUDS

TAPE AND JOINTCOMPOUND OVER CORNERREINFORCEMENT

SEE FLOOR PLANS FORPARTITION TYPE

NOTE: ONE HOURPARTITION IS SIMILARWITH TYPE 'X' GYPSUMBOARD AND FIRESEALANT AT ALLPENETRATIONS ANDSEAMS

5" NOMINAL WALLTHICKNESSTYPICAL U.N.O.

SCALE: 3" = 1'-0"TYPICAL PARTITION CORNER15

5/8" TYPE 'X' GYPSUMBOARD ON METAL STUDS

TAPE AND JOINT COMPOUNDOVER JOINT REINFORCEMENT

TAPE AND JOINTCOMPOUND OVER CORNERREINFORCEMENT

5" NOMINAL WALLTHICKNESS TYPICALUNLESS NOTED OTHERWISE

NOTE: ONE HOURPARTITION SHALL BECONSTRUCTED WITHTYPE 'X' GYPSUM BOARDAND FIRE SEALANT ATALL PENETRATIONS ANDSEAMS

TYPE 'X' GYPSUM BOARD - VARYNUMBER OF LAYERS FOR REQUIREDFIRE RATING (1 HOUR PARTITIONSHOWN)

NON-RATEDPARTITION

SMOKEPARTITION ORRATED WALL

SMOKE PARTITION/RATED

SCALE: 3" = 1'-0"WALL TO TYPICAL PARTITION INTERSECTION16

5/8" GYPSUM BOARDON METAL STUDS

TAPE AND JOINT COMPOUNDOVER JOINT REINFORCEMENT

TAPE AND JOINTCOMPOUND OVER CORNERREINFORCEMENT

SEE FLOOR PLANS FORPARTITION TYPE

5" NOMINAL WALLTHICKNESS TYPICALUNLESS NOTED OTHERWISE

NOTE: ONE HOURPARTITION IS SIMILARWITH TYPE 'X' GYPSUMBOARD AND FIRE SEALANTAT ALL PENETRATIONSAND SEAMS

SCALE: 3" = 1'-0"TYPICAL PARTITION INTERSECTION14

SMOKEPARTITIONOR RATED

WALL

WATER TREATMENT

SCALE: 3" = 1'-0"RESINOUS FLOORING WATERPROOF DETAIL13

BASE MUST BE ADHEARED TOWALL NOT PANEL

HOLD GYPSUM BOARD 1/4"ABOVE CONCRETE SLAB.PROVIDE BACKER ROD ANDSEALANT EACH SIDE

WATER TREATMENT ROOM STORAGE ROOM

6"

5/8" TYPE 'X' GYPSUM BOARD(OR CLASS 'A' FIRE RATEDFRP ON 5/8" DAPW WHEREOCCURS) ON 3 5/8" METALSTUDS AT 16" O.C., MAXIMUM

3 1/2" SOUND ATTENUATIONBLANKETS TO DECK

CONTINUOUS J-MOLD EA.SIDE

8'-0" HIGH, 5/8" A-C FRTPLYWOOD

5/8" DENS ARMOR PLUSWALLBOARD

RESINOUS FLOORINGOVER PREPAREDCONCRETE SLAB (APPLYWITH INTEGRAL COVE BASEAS SHOWN)

HOLD GYPSUM BOARD 1/4" ABOVECONCRETE SLAB. PROVIDE BACKERROD AND SEALANT EACH SIDE

CLASS 'A' FIRE RATED FRP(ALL WALLS) TO 8'-6" A.F.F., SETIN CONTINOUS BEAD OFSILICONE SEALANT

CAULK ALL JOINTS WITHSEALANT (TOP ANDBOTTOM)

DUROCK CEMENTBOARD TO 12" A.F.F.PERIMETER OF ROOM.

RESINOUS FLOORINGOVER PREPAREDCONCRETE SLAB

BASE AS SCHEDULED

CLASS 'A' FIRE RATED FRP(ALL WALLS) TO 8'-6" A.F.F., SETIN CONTINOUS BEAD OFSILICONE SEALANT

NOTE: IF WATER TREATMENT ROOMOCCURS AT AN EXTERIOR WALL,CONTRACTOR MUST COORDINATEREQUIRED INTERIOR WALL FINISHES

PROVIDE 6" STRIP OF 5/8"MARINE BOARD BEHIND 6"RESINOUS COVE BASE

CONTROL JOINT

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Drafted By:

Checked By:

Date Drafted:

Project #:

These drawings, as instrumentsof service, remain the propertyof the Architect or Engineer.Any changes, publication, oruse of any kind is prohibitedunless expressly authorized bysaid party.

Copyright 2016

16008-03

02-28-2017

MICHIGAN ARCHITECTURAL BUSINESSLICENSE NUMBER : 444650

Prepared by:Architect

Christopher D. Kidd, AIA, ALA, RIBAMichigan License # 1301042186Expires: October 31, 2017

Date of Review:

Seal:

A2

A2

02-2

8-20

17A

DD

EN

DU

M#2

MM

W

A4

A4

03-1

3-20

17A

DD

EN

DU

M#4

MM

W

1" DIAMETER FLEXIBLE CONDUITINSTALLED BY ELECTRICALCONTRACTOR UNDER SLAB

3'-6

"

1'-0

"

5'-2"

SEE DETAIL OF SCALESECTION AT FLOOR

PROVIDE DEPRESSED CONCRETESLAB AREA 42" X 62" X 6" (VERIFY)MINIMUM CENTER SCALE IN PITAND PARALLEL TO WALL.

32" X 50" SCALE

PLANSCALE: 3/4"=1'-0"

COORDINATE INTSALLATION OFGRAB BAR AND SCALE ELECTRONICREADOUT AND CONDUITS UP FROMFLOOR SLAB IN WALL

PLASTIC LAMINATE PATIENTSHELF. SEE DETAIL #2 THISSHEET

3'-0

"

1" DIAMETER FLEXIBLECONDUIT INSTALLED BYELECTRICAL CONTRACTOR

32" X 50" ELECTRONIC SCALE(VERIFY SIZE, MAKE AND MODELOF SCALE W/ OWNER)

ELEVATIONSCALE: 3/4"=1'-0"

42" GRAB BAR (WITH PEENEDSAFETY GRIP), PROVIDE FRTBLOCKING IN WALL

RECESSED ELECTRONIC READOUT BOX (O.F.I.C.) OFFSETFROM SCALE AND FASTENED TO 2 X 4 FRT WOOD STUDSEACH SIDE OF BOX - VERIFY DEPTH OF READOUT BOX (IFDEPTH OF WALL FURRING WILL NOT ACCOMODATE BOX,MOVE READOUT LOCATION TO SIDE WALL, VERIFY FINALLOCATION WITH ARA PROJECT MANAGER)

METAL STUD FRAMINGEACH SIDE OF FRTWOOD STUDS

BASE AS SCHEDULED

3'-6"CLEAR

3'-6"CLEAR

INPRO WALL PROTECTIONTO UNDERSIDE OF WALL CAP

2'-1

0"TO

TOP

OF

PA

TIE

NT

SH

ELF

4"

6"

EXISTING CONCRETEFLOOR SLAB

PARTIAL HEIGHT WALL BYGENERAL CONTRACTOR

MODERN FLAMES AL60CLX2 ELECTRICFIREBOX W/ NO HEAT ELEMENT

CONTRACTOR TO PROVIDEPOWER AS REQUIRED

STACK STONE (FP-1 - SEE SHEETA2.8) OVER 5/8" CEMENT BOARDOR APPROVED EQUAL ON 2 1/2"METAL STUD FRAMING

CONTRACTOR SHALLCOORDINATE FRAMINGGAUGE AND SPACINGWITH STONE VENEERAND SHEATHING.

CONTRACTOR TO PROVIDEPOWER / DATA, AS REQUIRED,TO IN-WALL MOUNT - SEEELECTRICAL PLANS

STEEL SHELF ANGLE BYCONTRACTOR TO CARRYMILLWORK MANTLE BYMILLWORK VENDOR

FLAT PANEL TV W/ IN-WALLMOUNT (O.F.O.I.)

5"

6"

PROVIDE GAP FOR VENTING ASREQUIRED BY FIREBOX MFR.

1'-6

"2'

-11/

2"4"

VIF

WIT

HO

WN

ER

PR

OV

IDE

DTV

SCALE: 1" = 1'-0"TV/FIREPLACE SECTION10

STONE VENEER OVER 5/8" CEMENTBOARD OR APPROVED EQUAL ON 2 1/2"METAL STUD FRAMING

SEE FLOOR PLANFOR WALL TYPE

IN-WALL FLAT PANEL TV MOUNT(O.F.O.I.): GC SHALL VERIFYEXACT MODEL WITH OWNER'S TVCOMMUNICATION VENDOR, ANDOBTAIN CUT SHEET OF MOUNTFROM VENDOR BEFOREINSTALLATION (GLOSS BLACK)

5/8" GYPSUM BOARD AT TVRECESS. CONTRACTORSHALL PAINT TO MATCHSTONE VENEER COLOR

5/8" GYPSUM BOARD AT TVRECESS. CONTRACTOR SHALLPAINT TO MATCH STONEVENEER COLOR

A-1

FINISHEDFLOOR

MILLWORK BYOWNER'S MILLWORKVENDOR, LAYOUTMAY VARY

SEE DETAIL #7 ON THIS SHEETFOR LIGHT COVE DETAIL

SCALE: 1" = 1'-0"PATIENT SHELF DETAIL2

ISOMETRIC

SECTION

1'-6"

1'-0"

1" RADIUSCORNERS(TYPICAL)

34" A.F.F.

FACE OF WALL, FINISHAS SCHEDULED

SCREW CLEAT ENDSAND BACK INTO SOLIDBLOCKING BEHIND WALL

PLASTIC LAMINATECLEAT AT BACK

PLASTIC LAMINATEWRITING SURFACE

PLASTIC LAMINATEANGLED BRACE

NOTE:SHELF SHALL BEFURNISHED BY OWNER'SMILLWORK VENDOR ANDINSTALLED BYCONTRACTOR

PAINT GRADEPLYWOOD - PAINTEDTO MATCH WALL

EXTERIORINTERIOR

SOLID SURFACEWALL CAP BYOWNER'S MILLWORKVENDOR, I.B.C.

PARTIAL HEIGHTWALL BY GENERALCONTRACTOR, SEEDETAIL #6 ON SHEETA6.0. (DENS ARMORPLUS WHEREREQUIRED.)

PRE-FINISHED INSULATEDMETAL PANEL BELOWMULLION TO MATCHSTOREFRONT COLOR, BYLANDLORD

1'-1

1/2"

SCALE: 1" = 1'-0"SILL AT CABINET DETAIL12

3'-6

"

EXTERIORINTERIOR

SOLID SURFACEWALL CAP BYOWNER'S MILLWORKVENDOR, I.B.C.

PRE-FINISHED INSULATEDMETAL PANEL BELOWMULLION TO MATCHSTOREFRONT COLOR, BYLANDLORD

1'-1

1/2"

SCALE: 1" = 1'-0"SILL AT HALF WALL DETAIL13

3'-6

"

LAMINATE SILL BYOWNER'S MILLWORKVENDOR, I.B.C.

EXTERIORINTERIOR

PRE-FINISHED INSULATEDMETAL PANEL BELOWMULLION TO MATCHSTOREFRONT COLOR, BYLANDLORD

1'-1

1/2"

SCALE: 1" = 1'-0"SILL DETAIL14

1'-2

3/4"

1" INSULATED GLAZING,BY LANDLORD

1" INSULATEDGLAZING, BYLANDLORD

1" INSULATED GLAZING,BY LANDLORD

V.I.F.

V.I.F.

V.I.F.

PAINT GRADEPLYWOOD - PAINTEDTO MATCH WALL

NOTE: REFER TO PARTITIONTYPE 'E' FOR STRUCTURALTUBE STEEL SUPPORTSREQUIRED IN HALF WALL

PARTIAL HEIGHTWALL BY GENERALCONTRACTOR, SEEDETAIL #6 ON SHEETA6.0. (DENS ARMORPLUS WHEREREQUIRED.)

PARTIAL HEIGHT WALL BYGENERAL CONTRACTOR(DENS ARMOR PLUSWHERE REQUIRED.)

SCALE: 1 1/2" = 1'-0"PLUMBING SLAB CUT DETAIL4

COMPACTED FILL

CONCRETE SLAB WITH W.W.M.OVERCUT SLAB BY 4" ALL SIDE

V.I.

F.

COMPACTED PEA GRAVEL

POUR BACK CONCRETE SHALL BEEQUAL TO THAT OF FLOOR SLABWITH VAPOR BARRIER ANDINSTALLED PER MANUFACTURER'SINSTRUCTIONS

#4 REBAR AT 120.C. STAGGERED

SCALE: 1 1/2" = 1'-0"SECTION @ ACT CLOUD SOFFIT6

SUSPENDED ACOUSTICALCEILING SYSTEMTHROUGHOUT ROOM ATSPECIFIED HEIGHT

EXTRUDED "AXIOM"ALUMINUM TRIM PIECE BYACOUSTICAL CEILING"CLOUD" GRIDMANUFACTURER - SEESPECIFICATIONS (PROVIDEIN ACCENT COLOR)

6"

SUSPENDED ACOUSTICALCEILING SOFFIT "CLOUD"SYSTEM WITH HEAVY DUTYGRID - SEE SPECIFICATIONS

VA

RIE

S

SEE SPECIFICATIONS FORACOUSTICAL CEILING TILESTO BE UTILIZED IN "CLOUD"

4"TYP.

6" TYP

.

4" TRENCH DRAIN, SETFLUSH WITH SLAB, SEEFLOOR PLAN ANDPLUMBING DRAWINGS

OPENING BEYOND,RUN BASE TO OUTEREDGE OF OPENING ANDPROVIDE S.S. 'J' CORNER

RESINOUS FLOORINGBASE BEYOND

RESINOUS FLOORING

BEVEL LAST 4" ADJACENT TOTRENCH DRAIN TO A DEPTH OF1/2" TO ALLOW FLOORING TOSLOPE TOWARD THE DRAIN

4"TYP.

4" TYP

.

4"TYP.

4" TYP

.

CORNERGUARDS (TYPICAL)

4'-0" MIN.

STORAGEWATERTREATMENTROOM

SCALE: 1 1/2" = 1'-0"WATER TREATMENT DRAIN/THRESHOLD3

PLAN

SECTION

10 MIL POLY VAPOR BARRIERTAPED TO EXISTING VAPORBARRIER

SCALE: 3" = 1'-0"TYPICAL BULKHEAD DETAIL5

3-5/8" METAL STUDS

CEILING SYSTEM ASSPECIFIED

3-5/8" METAL STUDS KICKER4'-0" O.C. FASTENED TO ROOFSTRUCTURE ABOVE

5"

2" TYP

.6"

CEILING HEIGHTS VARY -SEE PLAN FOR MOREINFORMATION

CORNER BEAD (TYPICAL)

4"V

.I.F.RUBBER BASE. G.C.

SHALL TRIM TO FITAT TOE KICK.

MILLWORK BYOWNER'S MILLWORKVENDOR

A-1

SCALE: 3" = 1'-0"TOE KICK / BASE DETAIL11 SCALE: 3" = 1'-0"

LIGHT COVE DETAIL AT FIREPLACE7

5"

AT FIREPLACE

WALL PARTITION ASNOTED ON SHEET A2.0

CEILING SYSTEM ASSPECIFIED

MINI LED COVE FIXTURE - SEEELECTRICAL DRAWINGS

STONE VENEER - EXTENDSTONE VENEER INTOLIGHT POCKET AREA

5"

2"

5"

METAL STUD RUNNER CHANNEL

5/8" GYPSUM BOARD

SCALE: 3" = 1'-0"WALL AT WINDOW MULLION DETAIL9

WINDOW MULLION

1"

5/8" TYPE 'X' GYPSUM BOARD ONBOTH SIDES OF METAL STUDS (SEEA2.0 FOR WALL TYPE DETAILS)

PREFINISHED BREAK-MTL. CLOSURETO MATCH WINDOW SYSTEM

3/8" THICK CLOSED CELL NEOPRENEFILLER

NOTE: DO NOTMECHANICALLYFASTEN WALL TOWINDOW MULLION

3"3"

3" REF.

MIN

.

FRAME ANCHOR BOLTS(O.F.I.C.) SET FRAME LEVEL.

ALUMINUM RIM KIT. BUTT JOINTALUMINUM RIM TO ADJACENTFLOORING PROVIDING A FLUSHTRANSITION

FLOORING TO EDGE OFSUBFRAME

EXISTINGCONCRETE SLAB

3" 'Z' CHANNEL SCALE SUBFRAME(O.F.I.C.). SET INTO CONCRETE PRIORTO INSTALLATION OF SCALE.CHANNELS FOR SCALE

FRAME (O.F.I.C.)DETAIL AT SUBFRAMESCALE: 3"=1'-0"VAPOR BARRIER

SCALE: VARIESIN-FLOOR SCALE DETAIL1

SR INSTRUMENTS 463

CONCRETE SLAB

32" X 50" SCALE (O.F.I.C.)

SCALE TOP PLATE (O.F.I.C.)6"

VARIESSEE SHEET A2.5

CEILING SYSTEM ASSPECIFIED

ACT CEILING

(VARIES - SEESHEET A2.5)

5/8" GYPSUM BOARD ON3 5/8" METAL STUDS AT16" O.C. PROVIDEBRACING AS REQUIRED.

GYP BOARD SOFFIT

SCALE: 3" = 1'-0"TYPICAL SOFFIT DETAIL8

VA

RIE

SS

EE

SH

EE

TA

2.5

SEE FLOOR PLAN SHEETA2.0 AND DETAILS ONSHEET A6.0 FORPARTITION TYPES

KICK TO WALL ORSTRUCTURE ABOVE 4'-0"O.C. WITH 3 5/8" METALSTUDS

(VARIES - SEESHEET A2.5)

A6.2

TMW

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Drafted By:

Checked By:

Date Drafted:

Project #:

These drawings, as instrumentsof service, remain the propertyof the Architect or Engineer.Any changes, publication, oruse of any kind is prohibitedunless expressly authorized bysaid party.

Copyright 2016

16008-03

02-28-2017

MICHIGAN ARCHITECTURAL BUSINESSLICENSE NUMBER : 444650

Prepared by:Architect

Christopher D. Kidd, AIA, ALA, RIBAMichigan License # 1301042186Expires: October 31, 2017

Date of Review:

Seal:

A2

02-2

8-20

17A

DD

EN

DU

M#2

MM

W

A2

A2

A2

A2A2

A4

A4

A4

A4

03-1

3-20

17A

DD

EN

DU

M#4

MM

W

POWER AND DATA- SEE ELECTRICAL

14" x 14" REMOVABLEACCESS PANEL INCOUNTERTOP,CENTERED ABOVEVALVE BOX

G.F.I. ELEC.RECEPTACLEAT 48" A.F.F.

HINGED ACCESSPANEL

REMOVABLEPLASTIC LAMINATEPANEL FRONT

3'-0

"1'

-6"

2'-6

"

LOCKABLE PLASTICLAMINATE CABINETSWITH WIRE PULLS (TYP.)

CLEAR SILICONE CAULK (TYP.)

COUNTERTOP BACKSPLASHAND SIDESPLASH

LINE OF MOISTURERESISTANT GYPSUMWALLBOARD BEHINDCABINETS TO 48" A.F.F.

EMERGENCY EYE WASH SEEPLUMBING DRAWINGS FORMORE INFORMATION.INSTALLATION SHALL NOTIMPEED FAUCET LOCATION.CAUTION - PROPER LOCATIONMUST BE DETERMIND BEFOREDRILLING HOLE FOREMERGENCY EYE WASH.

BASE AS SCHEDULED

INSTALL TRANSFORMER,SENSOR CONTROLS,MIXING VALVES, AND ELEC.RECEPT. 24" AFF.

REMOVABLE PLASTICLAMINATE PANEL TOMATCH CABINET

OFFSET PIPING AS REQUIRED TOFIT BEHIND REMOVABLE PANEL

W3030

141SCALE: 3/8" = 1'-0"REPAIR / FTM4

LIGHT VALANCE

CONTRACTOR SHALLPROVIDE 2X4 FRTBLOCKING. SEE GENERALNOTE #4 THIS SHEET

2'-0"1'-3"1'-2"2'-6"

1" FILLER

DB14 DB15B30

PTD

144SCALE: 3/8" = 1'-0"STAFF LOCKERS5

1'-1"2'-0"

CLEAR SILICONECAULK (TYP.)

LOCKABLE PLASTICLAMINATE CABINETS WITHWIRE PULLS (TYP.)

COUNTERTOP W/BACKSPLASH ANDSIDESPLASH

LINE OF DENS ARMORPLUS WALLBOARD BEHINDCABINETS TO 48" A.F.F.

127SCALE: 3/8" = 1'-0"RECEPTION DESK1

14'-0"

GENERAL NOTES:1. LOCKERS ARE FURNISHED BY OWNER'S MILLWORK VENDOR.

GENERAL CONTRACTOR SHALL COORDINATE INSTALLATION.2. GENERAL CONTRACTOR SHALL VERIFY SIZE, MANUFACTURER,

BLOCKING, AND ASSEMBLY REQUIREMENTS WITH OWNER.3. CONTRACTOR SHALL PROVIDE 2X4 FRT BLOCKING4. PER MICHIGAN BHS 2007 MINIMUM DESIGN STANDARDS, ANY

FIXED HORIZONTAL SURFACE BELOW 68" AFF IS NOT REQUIREDTO HAVE A SLOPED TOP OR SOFFIT.

G.F.I. ELECTRICALOUTLET AT 42" A.F.F.(TYP. FOR 2)

RECESSED WATERBOX FOR REFRIG. ICEMAKER AT 30" A.F.F.

ELECTRICAL OUTLETAT 42" A.F.F.

INSTALL INLINEFILTER IN BASECABINET FOR ICEMAKER

INSTALL REMOVABLELAMINATED PANELTO MATCH CABINETS.SET PANEL TOMAINTAIN ADAREQUIREMENTS FORCLEAR SPACE

CLEAR SILICONECAULK (TYP.)

ELEC. RECEPTACLE60" A.F.F.RECESSED IN WALLBEHINDMICROWAVE SHELF

BASE AS SCHEDULED

CONTRACTOR SHALLPROVIDE 2X4 FRTBLOCKING. SEEGENERAL NOTE #4THIS SHEET

LINE OF DENSARMOR PLUSWALLBOARDBEHIND CABINETSTO 48" A.F.F.

COUNTERTOP W/BACKSPLASH ANDSIDESPLASH

147SCALE: 3/8" = 1'-0"STAFF LOUNGE8

W3030 W3030 W3030

130SCALE: 3/8" = 1'-0"PRIVATE DIALYSIS2

POWER AND DATA(TYP.) - SEEELECTRICAL

REMOVABLEPLASTIC LAMINATEPANEL FRONT (TYP.)

BASE AS SCHEDULED

SURFACE MOUNTED GFIELECTRICAL RECEPTACLEINSIDE BASE CABINETFOR ELECTRIC EYEFAUCET (TYP.)

SENSOR CONTROL FAUCET (TYP.)

1" FILLER

PTD

BASE ASSCHEDULED

DESIGNATEDHANDICAPPEDLOCKER STICKER -VERIFY LOCATIONWITH ARA PROJECTMANAGER

GENERAL NOTES - MILLWORK1. ALL MILLWORK INCLUDING CABINETS, COUNTERTOPS, DIALYSIS CHASE

CABINETS AND COUNTERTOPS, IN CABINET SOAP AND PAPER TOWELDISPENSER, WALL CAPS, WOOD TRIM, ETC. IS PROVIDED BY THEOWNER'S MILLWORK VENDOR AND INSTALLED BY THE G.C. (HOLES MUSTBE CUT TO INSTALL THE SOAP DISPENSERS BY G.C.)

2. THE G.C. SHALL RECEIVE SHOP DRAWINGS FROM THE OWNER'SMILLWORK VENDOR AFTER ARCHITECT'S REVIEW FOR USE INCOORDINATING BLOCKING, ROUGH OPENINGS, ETC. PRIOR TO THEINSTALLATION OF THE MILLWORK.

3. CONTRACTOR SHALL VERIFY THAT ALL COUNTERTOPS INCLUDINGDIALYSIS COUNTER TOPS ARE SECURELY MOUNTED TO THE WALL ORBASE FRAME.

4. CONTRACTOR SHALL PROVIDE 2X4 FRT BLOCKING FOR ALL WALLMOUNTED ITEMS.

5. MILLWORK RECEIVED FROM OWNER'S MILLWORK VENDOR WILL COME INPIECES, AND SHALL BE ASSEMBLED BY G.C. IN FIELD.

6. SEND RFI TO OWNER / ARCHITECT IF MILLWORK SHOP DRAWINGSDIFFER FROM A9 SERIES ELEVATIONS.

7. CONTRACTOR SHALL SEAL TOP OF MILLWORK TO WALLS,BACKSPLASHES AND COUNTER TOPS WITH CLEAR SILICONE CAULK.

2'-6

"M

AX

.

KNEE SPACE

15'-0"

2" GROMMET (TYP.)

PLASTIC LAMINATEDESKTOP, SCRIBED ANDSEALED TO WALL,PROVIDE REAR AND SIDECLEATS WITH BLOCKING INWALL AS REQUIRED

LOCKABLE SLIDINGTEMPERED GLASSTRANSACTION WINDOWIN RECESSED ALUMINUMTRACK TOP AND BOTTOM

BASE AS SCHEDULED

POWER AND DATAAT 18" A.F.F. (TYP.)

PLASTIC LAMINATETRANSACTIONCOUNTERS (TYP.)

ROLL-OUT KEYBOARDTRAY (TYP.)

METAL SUPPORTBRACKET (TYP.)

INSTALL P.LAM. HINGEDDOOR ON COFFEEWINDOW (PROVIDED BYOWNER'S MILLWORKVENDOR - I.B.C.)

4'-0" R.O.

VERIFY W/ OWNER'SMILLWORK VENDOR

2'-0" 2'-0"

POWER ANDDATA AT 18" A.F.F.

BASE ASSCHEDULED

PAPERSHRED(N.I.C.)

COPYMACHINE

(N.I.C.)

POWER AT 18" A.F.F.

W3624W3624LOCKABLE PLASTICLAMINATE CABINETSWITH WIRE PULLS (TYP.)

CONTRACTOR SHALLPROVIDE 2X4 FRTBLOCKING. SEE GENERALNOTE #4 THIS SHEET

5'-0

"2'

-0"

CLEAR SILICONECAULK (TYP.)

3'-6

"M

AX

.3'

-6"

3A6.1

1A6.1

3'-6

"

3'-10 1/2"

7'-0

"

126SCALE: 3/8" = 1'-0"SCALE / H.C. HANDWASH SINK3

SINK "P-3H"

OPEN

3'-0" 1'-8"

PTD

1" FILLER

2'-1

0"

3'-0" 2'-6"2'-6"

6"

3'-0

"

3'-6

"

COUNTER MOUNTED TV BY OWNERSCOMMUNICATIONS VENDOR - SEEELECTRICAL DRAWINGS

CENTRIFUGE(N.I.C.)

GFI RECEPTACLE AT48" A.F.F. LOCATEDON SIDE WALL

SURFACE MOUNTED GFIELECTRICAL RECEPTACLEINSIDE BASE CABINET FORELECTRIC EYE FAUCET (TYP.)

DIVIDER PANEL

CLEAR SILICONE CAULK (TYP.)

SENSOR CONTROLFAUCET (TYP.)

COUNTERTOP W/ BACKSPLASHAND SIDESPLASH

B30

DIRTY

BLANK

1" FILLER

2'-3" 1'-3" 1'-3" 2'-6" 2'-6" 1'-0"

1" FILLER

3'-0

"

3'-6

"

B30B27 DB15 DB15

PARTIAL HEIGHT PARTITION BYG.C. AND WALL CAPS BY OWNER'SMILLWORK VENDOR, I.B.C.

SENSOR CONTROL FAUCET (TYP.)

COUNTERTOP W/ BACKSPLASH

CLEAR SILICONE CAULK (TYP.)

BASE AS SCHEDULED

PARTIAL HEIGHT PARTITIONSAND WALL CAPS BY OWNER'SMILLWORK VENDOR, I.B.C.

DIVIDER PANELS (TYP.)

3'-0

"

LOCKABLE PLASTICLAMINATE CABINETS WITHWIRE PULLS (TYP.)

SURFACE MOUNTED GFIELEC. RECEPTACLE INSIDEBASE CABINET FORELECTRIC EYE FAUCET

4'-0

"

3'-6

"

ACOUSTIC CLOUD SOFFITABOVE - SEE SHEET A2.5

GLASS SPLASH PANEL (TYP.)

BLANK

4"2'

-6"

2'-6

"

REFRIG.(N.I.C.)

OPEN

MICROWAVE

W2815

PTD

COFFEE

W2830W2730 W2830 W2830

1" FILLER

2'-4" 2'-4" 2'-4" 1'-6" 3'-1" 3'-2 1/2"

B28

2'-1

0"1'

-9"

2'-5

"

B28 B28 DB18

134SCALE: 3/8" = 1'-0"HAND WASH SINK / DIRTY BLEACH SINK / CLEAN BLEACH SINK6

133132

137SCALE: 3/8" = 1'-0"CLEAN BLEACH SINK / DIRTY BLEACH SINK / HAND WASH SINK7

136135

PTD

PTD

3"

2'-6" 2'-6" 1'-5" 1'-4" 2'-8" 2'-8" 2'-6"

3"

CHASE FINISHED ON FOUR SIDESBY OWNER'S MILLWORK VENDOR,INSTALLED BY CONTRACTOR

B30

DIRTY

B30 B32 B32 B30B16

LOCKABLE PLASTIC LAMINATECABINETS WITH WIRE PULLS (TYP.)

SENSOR CONTROLFAUCET (TYP.)

COUNTERTOP W/BACKSPLASH

CLEAR SILICONECAULK (TYP.)

BASE ASSCHEDULED

PARTIAL HEIGHTPARTITIONS AND WALLCAPS BY OWNER'SMILLWORK VENDOR, I.B.C.

DIVIDER PANELS (TYP.)

3'-0

"

LOCKABLE PLASTICLAMINATE CABINETS WITHWIRE PULLS (TYP.)

SURFACE MOUNTED GFIELEC. RECEPTACLE INSIDEBASE CABINET FORELECTRIC EYE FAUCET

4'-0

"

3'-6

"

ACOUSTIC CLOUD SOFFITABOVE - SEE SHEET A2.5

GLASS SPLASH PANEL (TYP.)

BLANK

PTD

PTD

3"

2'-6"2'-6"1'-5"1'-4"2'-8"2'-8"2'-6"

3"

CHASE FINISHED ON FOURSIDES BY OWNER'SMILLWORK VENDOR,INSTALLED BY CONTRACTOR

B30

DIRTY

B30B32B32B30 B16

EMERGENCY EYE WASH SEEPLUMBING DRAWINGS FOR MOREINFORMATION. INSTALLATION SHALLNOT IMPEED FAUCET LOCATION.CAUTION - PROPER LOCATION MUSTBE DETERMIND BEFORE DRILLINGHOLE FOR EMERGENCY EYE WASH.

12A6.2

TRACK MOUNTINGBRACKET MOUNT TOWALL AND FLOOR(TYPICAL)

SLIDING DOORTRACK

TROLLEYASSEMBLY

HOOK RECEIVER

GATE HOOK

SINGLE CIPHERLOCK WITH ADAHARDWARE ONOPPOSITE SIDE

FLOOR/WALLMOUNTED POST

FLOOR/WALLMOUNTEDPOST

FLOOR MOUNTINGANGLE

FLOOR/WALLMOUNTED POST (3)

BOTTOM GUIDE

WALLMOUNTINGANGLE(3 PER POST, SUPPLIEDBY CONTRACTOR)

SLIDING DOORTRACK

5'-0" WIDESLIDING GATE

ELEVATION

OPENING INTOWATER

TREATMENTROOM

BOTTOM GUIDE

WALL MOUNTING ANGLE(3 PER POST, SUPPLIEDBY CONTRACTOR)

NOTES:1. WHEN ORDERING THE GATE KIT, THE 3 POSTS MUST

ALSO BE ORDERED, THEY ARE NOT INCLUDED WITHTHE GATE.

2. SEE SPEC SECTION 10605 FOR MORE INFORMATION.

PLAN

149SCALE: 3/8" = 1'-0"SLIDING WATER ROOM GATE9

SLOPED TOP BYOWNER'S MILLWORKVENDOR, I.B.C.

SLOPED TOP BYOWNER'S MILLWORKVENDOR, I.B.C.

SLOPED TOP BYOWNER'S MILLWORKVENDOR, I.B.C.

5'-0"

PROVIDE FRPCORNER TRIMSON ALL CORNERS

COUNTER TOP BYOWNER'S MILLWORKVENDOR, I.B.C.

5'-5

1/2"

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Drafted By:

Checked By:

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These drawings, as instrumentsof service, remain the propertyof the Architect or Engineer.Any changes, publication, oruse of any kind is prohibitedunless expressly authorized bysaid party.

Copyright 2016

16008-03

02-28-2017

MICHIGAN ARCHITECTURAL BUSINESSLICENSE NUMBER : 444650

Prepared by:Architect

Christopher D. Kidd, AIA, ALA, RIBAMichigan License # 1301042186Expires: October 31, 2017

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A2

A2

02-2

8-20

17A

DD

EN

DU

M#2

MM

W

A4

A4

A4

03-1

3-20

17A

DD

EN

DU

M#4

MM

W