INTERNATIONAL BUILDING CODE INTERNATIONAL PLUMBING CODE INTERNATIONAL MECHANICAL CODE INTERNATIONAL ELECTRICAL CODE N.F.P.A. 101, LIFE SAFETY CODE EXCEPT CHAPTER 5 N.F.P.A. NATIONAL FIRE CODES (INCL. BUT NOT LIMITED TO): N.F.P.A. 10- PORTABLE FIRE EXTINGUISHERS N.F.P.A. 13- SPRINKLER SYSTEM N.F.P.A. 70- NATIONAL ELECTRIC CODE N.F.P.A. 72- FIRE/SMOKE ALARM SYSTEM N.F.P.A. 90A- HVAC SYSTEM N.F.P.A. 99 HEALTHCARE FACILITIES CODE (CMS ADOPTION) N.F.P.A. 220- TYPES OF BUILDING CONSTRUCTION NATIONAL FIRE CODE INTERNATIONAL ENERGY CONSERVATION CODE INTERNATIONAL FUEL GAS CODE ADA STANDARDS GUIDELINES FOR DESIGN & CONSTRUCTION OF HOSPITALS & OUTPATIENT FACILITIES, ONLY FOR HOSPITALS, AMBULATORY SURGICAL TREATMENT FACILITIES & FREESTANDING EMERGENCY DEPARTMENTS 2015 EDITION 2015 EDITION 2015 EDITION 2011 EDITION 2012 EDITION 2010 EDITION 2010 EDITION 2011 EDITION 2010 EDITION 2012 EDITION 2012 EDITION 2012 EDITION 2012 EDITION 2015 EDITION 2015 EDITION 2010 EDITION 2014 EDITION 2015 EDITION 2015 EDITION 2015 EDITION 2014 EDITION 2015 EDITION APPLICABLE CODES ADPH CITY OF BIRMINGHAM AL. STATE BD. OF HEALTH CH. 420-5-5 DIALYSIS TREATMENT AND TRANSPLANT CENTER 11 ACTIVE STATIONS AND 1 ISOLATION RULES OF AL. STATE BD. OF HEALTH SUBMISSION OF PLANS & SPECS FOR HEALTHCARE FACILITIES *NOTE: WHEN CONFLICTS BETWEEN CODE REFERENCES ARISE, THE MORE STRINGENT SHALL APPLY. CH. 420-5-5 AMENDED 12-18-07 CH. 420-5-2-.02(5)6 & .03 AMENDED 1-29-17 TYPE OF CONSTRUCTION: IBC TABLE 602.3 TYPE IIB - NON-SPRINKLERED NFPA TYPE II(000) CONTENT OF OCCUPANCY: LOW HAZARD BUSINESS OCCUPANCY GROUP B B OCCUPANCY: 1 PARKING SPACE PER 300 SF PROJECT AREA = 6,480/300 = 22 PARKING SPACES ISSUED FOR: DATE PROJECT SITE PLAN - NOT TO SCALE Dialysis Center: Project Owner c/o DaVita Healthcare Partner Inc. - Legal Department 2000 16th St. Denver, CO 80202 Sheet Index General Architectural Plumbing and Fire Protection Electrical Building Statistics: *Governing Codes: Project Data * All work shall be performed in accordance with all Federal, State, and Local codes. All work shall be done in a first class manner using standard construction practicies. Mechanical AT DAVITA, ENVIRONMENTAL STEWARDSHIP IS INGRAINED IN OUR BUSINESS PRACTICES. WE AGGRESSIVLEY PURSUE SOLUTIONS THAT REDUCE OUR ENVIRONMENTAL FOOTPRINT WITHOUT COMPRIMISING PATIENT CARE. EACH YEAR, OUR TEAMMATES RAISE THE BAR FOR CONSERVATION, STEWARDSHIP AND SUSTAINABILITY MEASURES IN OUR NOW MORE THAN 2,000 DIALYSIS FACILITIES AND OFFICES. COMMENCEMENT OF WORK: NO CONSTRUCTION WORK MAY COMMENCE WITHOUT DAVITA EXCEPTION APPROVAL UNTIL ALL AIA CONTRACTS HAVE BEEN FULLY EXECUTED. THIS APPLIES TO DEMOLITION WORK, TENANT IMPROVEMENT, SITE WORK FOR ALL DENOVOS, RELOCATIONS/EXPANSIONS, FM PROJECTS AND RENOVATIONS. PRINTING REMINDER: DAVITA USES AN ALL-ELECTRONIC BIDDING PROCESS. NO DRAWINGS OR BID DOCUMENTS ARE REQUIRED TO BE PRINTED DURING THE BID PHASE. THIS HELPS TO SAVE TIME AND REDUCE PRINTING AND SHIPPING COSTS. Structural PROJECT LOCATION MAP - NOT TO SCALE Civil ISSUED DATE DRAWN CHECKED P.O. Box 240456 Montgomery, AL 36124 voice: 334.271.3015 fax: 334.271.6797 ISSUED FOR: PROJECT # STAMPS SHEET NO. SHEET TITLE PROJECT OWNER DAVITA INC. DIALYSIS CENTER DVA Healthcare Renal Care, Inc. c/o DaVita Healthcare Partners, Inc. - Legal Department 2000 16th Street Denver, CO 80202 ISSUED FOR BIDS 9.15.21 KBW DCM Use Group: Site Use: Construction Classification: Building Occupancy: Cherry McNab Architects TI X NO VENDORS TO BE USED ON THIS PROJECT - ALL MATERIALS AND INSTALLITION SHALL BE PROVIDED BY GENERAL CONTRACTOR 1809 AVENUE H BIRMINGHAM, AL 35218 DVA Healthcare Renal Care, Inc 2019 1809 AVENUE H BIRMINGHAM, AL 35218 STEEL CITY DIALYSIS G000 SHEET INDEX G000 SHEET INDEX G101 LIFE SAFETY PLAN AND DETAILS Edmonds Engineering, Inc. Adam Cone HVAC Designer Riverchase Office Plaza No. 2, Suite 205 Hoover, AL 35244 PH: 205.988.2069 EMAIL: [email protected]Edmonds Engineering, Inc. Scott Carlisle Plumbing Designer Riverchase Office Plaza No. 2, Suite 205 Hoover, AL 35244 PH: 205.988.2069 EMAIL:[email protected]Edmonds Engineering, Inc. Jonathan Spann Electrical Designer Riverchase Office Plaza No. 2, Suite 205 Hoover, AL 35244 PH: 205.988.2069 EMAIL:[email protected]Cherry McNab Architects Katelyn Wasser Project Manager P.O. Box 240456 Montgomery, Al 36117 PH: 334.271.3015 EMAIL: [email protected]CLINIC AREA: 6,480 SF - PROJECT SCOPE: 390 SF NO. OF STORIES: 1 STORY IBC - (B) Business NFPA - Ambulatory THIS DIALYSIS FACILITY IS AN OUTPATIENT CLINIC CLASSIFIED AS AMBULATORY HEALTH CARE BY THE FEDERAL CENTERS FOR MEDICARE AND MEDICAID SERVICES (CMS). THE DIALYSIS TREATMENT PROCESS DOES NOT RENDER THE PATIENT INCAPABLE OF SELF PRESERVATION AND DOES NOT MAKE USE OF ANESTHESIA NOR ANY LIFE SUPPORT EQUIPMENT OCCUPANCY CLASSIFICATION: AMBULATORY HEALTH CARE (NFPA 101) (B) BUSINESS (IBC) BUILDING AREA TO REMAIN UNCHANGED: CLINIC: 6,480 SF OCCUPANCTS CLINIC: 6,480 SF/150 SF FOR OCCUPANT TOTAL: 43 OCCUPANTS DVA PM: Wade McKnight [email protected](615) 887-6788 A101 FLOOR PLANS A401 MILLWORK AND FINISH DETAILS M001 M100 MECH. SCHEDULES & LEGENDS MECHANICAL FLOOR PLANS P100 PLUMBING SCHEDULES, NOTES LEGEND, DETAILS AND FLOOR PLANS E001 E100 LEGENDS, NOTES ABBREV. ELECTRICAL FLOOR PLAN Cherry McNab Architects Katelyn Wasser Project Manager P.O. Box 240456 Montgomery, Al 36117 PH: 334.271.3015 EMAIL: [email protected]
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INTERNATIONAL BUILDING CODE
INTERNATIONAL PLUMBING CODE
INTERNATIONAL MECHANICAL CODE
INTERNATIONAL ELECTRICAL CODE
N.F.P.A. 101, LIFE SAFETY CODE EXCEPT CHAPTER 5
N.F.P.A. NATIONAL FIRE CODES (INCL. BUT NOT LIMITED TO):
F.E.C. 4A:80B:C, WALL HUNG FIRE EXTINGUISHER, PROVIDE SEMI-RECESSED FIRE
EXTINGUISHER CABINETS WITH FLUSH HANDLES IN PATIENT AREAS, MOUNT
SO NOZZLE IS 42" AFF. PROVIDE SURFACE MOUNTED FIRE EXTINGUISHERS IN
THE BACK OF HOUSE AREAS. MOUNT BRACKET AT 42" AFF.
F.E.
NOTES1. EMERGENCY LIGHTING IS PROVIDED IN ACCORDANCE WITH NFPA 101-7.9 AND IBC 1006.3.
2. THE DESIGN OF THIS SPACE COMPLIES WITH CHAPTERS 20 AND 38 OF NFPA 101.
3. 20.3.7.2 EXCEPTION NO.2 (LSC)
THIS DIALYSIS FACILITY IS AN OUTPATIENT CLINIC CLASSIFIED AS AMBULATORY HEALTH CARE BY THE FEDERAL CENTERS FOR MEDICARE AND MEDICAID SERVICES (CMS). THE DIALYSIS
TREATMENT PROCESS DOES NOT RENDER THE PATIENT INCAPABLE OF SELF PRESERVATION AND DOES NOT MAKE USE OF ANESTHESIA NOR ANY LIFE SUPPORT EQUIPMENT
EXIT LIGHT (SEE
ELECTRICAL PLAN)
EMERGENCY 2x4
LAY-IN FIXTURE
EMERGENCY 2x2
LAY-IN FIXTURE
EMERGENCY RECESSED
DOWNLIGHTEGRESS DISTANCE IN
FEETXXX
FIRE ALARM
ANNUCIATOR PANEL
FAAP
FIRE ALARM
CONTROL PANEL
FACP
AREA OF WORK
01AIRLOCK
02WAITING
03P.T.-1
S.W.
05& D.06
CONF.
09T.T.-1
10T.T.-2
BUS.
04OFF.
CHARTS
FAC.
12ADMIN.
CLINICAL
13COORD.
OFFICE
15I.T.
16JAN.-1
17LOUNGE
19I.W.
21RO-BICARB
23STORAGE
22BIOMED
20P.T.-2
TRMNT
25FLOOR
PRIV.
27TRMENT.
24JAN.-2
26P.T.-3
CHARTS
082
CORR.18
2
CORR.07
LIFE SAFETY WALL LEGEND
EXISTING EXTERIOR WALL
EXISTING 1HR RATED PARTITION W/ 1 LAYER 5/8" TYPE "X" FIRE RATED GYP. BD. EA. SIDE TO BOTTOM OF ROOF DECK. UL DESIGN 465 - GC TO VERIFY AND REPAIR IF NECESSARY
EXISTING NON RATED PARTITION
NEW 1 HOUR RATED PARTITION METAL STUD WITH (1) LAYER 5/8" TYPE "XP" FIRE RATED GYP. BOARD EA. SIDE TO RATED BOTTOM OF ROOF DECK . UL DESIGN U465FINISH PER SCHEDULE TO MATCH EXISTING
FE
NEW 1 HR
FE
FACP
FE
FE
FAAP
97
70
4
5
2
2G101
1"
1"
1"
1"
METAL PIPES & CONDUITS
INSULATED PIPES
PLASTIC PIPE THROUGH GYPSUM WALL ASSEMBLY (1-HR.)
METAL WITH AB/PVC INSULATION THROUGH GYPSUM WALL ASSEMBLY (1-HR.)
METAL PIPE THROUGH GYPSUM WALL ASSEMBLY (1-HR.)
FIRE STOPPING DETAILS
FIRE STOPPING DETAILS
T INTERSECTION
FIRE RATED CONTROL JOINT
1-1/2" = 1'-0"
1-1/2" = 1'-0"
1 HR RATED: UL SYSTEM W-L2226
1 HR RATED: UL SYSTEM C-AJ-5149
INSULATION
FORMING
MATERIAL
FILLER MATERIAL
INTUMESCENT WRAP STRIP
(1/2" THICK)
INSULATED PIPE
INTUMESCENT SEALANT
WALL
INTUMESCENT SEALANT
WALL OR CEILING
PIPE OR CONDUIT
(1/2" THICK)
SCALE: 1 1/2" = 1'-0"
5/8" GYPSUM WALLBOARD
ON 3 1/2" METAL STUDS
RATED WALL SHALL
BE CONSTRUCTED
BEFORE ADJACENT
WALLS
RATED WALL SHALL
BE CONSTRUCTED
BEFORE ADJACENT
WALLS
SINGLE LAYER 5/8" TYPE "X"
GYPSUM WALLBOARD ON EA. SIDE
5/8" GYPSUM WALLBOARD
ON 3 5/8" METAL STUDS
5/8" TYPE "X" GYPSUM
WALLBOARD
1/2" MAXIMUM GAP
STEEL STUD
1 5/8" TYPE "S" SCREWS 24" O.C.
2 LAYERS 5/8" TYPE "X" GYPSUM
BOARD STRIPS
STEEL STUD
METAL CONTROL JOINT
SINGLE LAYER 5/8" TYPE"X" GYPSUM
WALLBOARD ON EA.
SIDE
EXISTING WALL
FIRE STOP SEALANT
NOT TO SCALE
INSTALL PER UL SYSTEM W-L-2128USE HILTI FS-ONE MAX FIRESTOP SEALANT
INSTALL PER UL SYSTEM W-L-5028USE HILTI FS-ONE MAX FIRESTOP SEALANT
METAL PIPE
TYPE MAX. DIA.
STEEL PIPE (SCH. 40OR HEAVIER)
4"
COPPER PIPE ORTUBING
2"
AB/PVC INSULATION
SLEEVE OPTIONAL
PLASTIC PIPE
TYPE MAX. DIA.
PVC PIPE (SCH. 40)(CELLULAR OR SOLID
CORE)2"
CPVC PIPE (SDR 13.5)(CLOSED PIPING
SYSTEMONLY)
2"
INSTALL PER UL SYSTEM W-L-1054USE HILTI FS-ONE MAX FIRESTOP SEALANT
METAL PIPE
TYPE MAX. DIA.STEEL PIPE (SCH.
10OR HEAVIER)
30"
CAST IRON PIPE 30"
COPPER PIPE 6"
STEEL CONDUIT 6"
EMT 4"
SINGLE LAYER 5/8" TYPE
"X" GYPSUM
WALLBOARD ON EA.
SIDE
G101
G101
G101
6"
G101 G101
A BTYPICAL INTERIOR PARTITION FIRE-RATED PARTITIONONE HOUR
ACOUS. TILELAY-IN CEILING
VARIES
+/-12'-0"
5/8" FIRECODE GYP. BD. EA. SIDE - (UL DESIGN U465)
METAL STUD@ 16" O.C.
ROOF DECK. PACK GAPS W/ MINERAL WOOL & FIRE CAULK CONTINUOUS.
SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0"
FIN. FLR
PROJECT #
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ED
P.O. Box 240456Montgomery, AL 36124voice: 334.271.3015fax: 334.271.6797
Cherry McNab Architects
ISS
UE
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OR
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c/o
DaV
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LIF
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AF
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1/8" = 1'-0"G101
1 LIFE SAFETY PLAN
1 1/2" = 1'-0"G101
3 CORNER DETAIL
1 1/2" = 1'-0"G101
6 EXTERIOR WALL DTL
GENERAL FLOOR PLAN LEGEND
SD-X ROLLER WINDOW SHADE DEVICE
XXX DOOR NO.
XXX WINDOW NO.
XXXX
XXXX
INTERIOR ELEVATION
DETAIL
1. PROVIDE SOUND BATT INSULATION AT ALL WALLS OF TOILET ROOMS, PRIVATE OFFICES, LOUNGE, CONFERENCE ROOM, BIOMED, STORAGE, AND RO/BICARB.2. PROVIDE SOLID BLOCKING BEHIND ALL GRAB BARS, PAPER TOWEL & SOAP DISPENSERS, PAPER HOLDERS, TV'S, SHELVING MOUNTING BRACKETS, MILLWORK, ETC. FIRE RATED PLYWOOD TO BE USED IN SMOKE PARTITIONS AND ANY RATED WALLS.
NOTES:
24" X 24" ACOUSTIC CEILING TILE SYSTEM (ACT-1)
GYPSUM BOARD CEILING (GYP BD)
SUPPLY AIR DIFFUSER
LARGE RETURN AIR REGISTER
2x4 LAY-IN FIXTURE
2x4 LAY-IN FIXTURE (EM)
RCP LEGEND
1. ALL DEMOLITION SHALL BE IN ACCORDANCE WITH THE APPLICABLE BUILDING CODE AND ALL LOCAL ORDINANCES.
2. DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION, THE GENERAL CONTRACTOR SHALL MAINTAIN INTEGRITY TO THE STRUCTURE TO BE DEMOLISHED AND ADJACENT AREAS TO REMAIN WITH INTERIOR OR EXTERIOR SHORING, BRACING, OR SUPPORT TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF STRUCTURE. EXISTING STRUCTURE TO REMAIN SHALL BE SAFED OFF AND PROTECTED FROM ELEMENTS AT ALL TIMES.
3. WHERE THE EXISTING WORK IS TO BE CUT, UNDERPINNED, AND/OR SHORED, CONTRACTOR SHALL PROVIDE ALL SHORING, NEEDLING, BRACING, WEDGING, AND DRY PACKING, AND BE RESPONSIBLE FOR THE SAFETY OF THE STRUCTURE DURING THESE OPERATIONS.
4. AREA OF WORK SHALL BE KEPT CLEAN AT ALL TIMES.5. ANY MATERIALS DEEMED AS HAZARDOUS, SUCH AS BUT NOT
LIMITED TO ASBESTOS OR LEAD PAINTS SHALL BE REMOVED AS REQUIRED BY FEDERAL, STATE, OR LOCAL CODES. CONTRACTOR SHALL UTILIZE THE APPROPRIATE TECHNIQUES, PROCEDURES, AND DISPOSAL METHODS AS PER STANDARD PRACTICE AND ALL FEDERAL, STATE, AND LOCAL CODES.
6. CONTRACTOR SHALL REMOVE ALL EXISTING MECHANICAL EQUIPMENT, DUCTWORK, PLUMBING FIXTURES, PIPING SYSTEMS, ETC. NOT BEING REUSED. DO NOT ABANDON. CAP OFF AND SEAL ALL PENETRATIONS FROM DEMOLISHED PLUMBING, MECHANICAL AND ELECTRICAL WORK.
7. DEMOLISH AND REMOVE ANY REMAINING SUSPENDED CEILING COMPONENTS.
8. EXISTING CONCRETE FLOOR SLAB SHALL BE LEVELED, BROOM CLEAN WITH NO REMAINING ADHESIVE RESIDUES, AND SEALED.
9. REMOVAL OF ALL DEMOLITION AND CONSTRUCTION DEBRIS SHALL BE COORDINATED BETWEEN THE GENERAL CONTRACTOR AND THE LANDLORD AND SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES.
10. GENERAL CONTRACTOR TO PROVIDE MEANS OF EGRESS AT ALL TIMES DURING HOURS OF OPERATION.
GENERAL DEMOLITION NOTES FLOOR SLAB MOISTURE
EMISSION TESTING NOTES
1. GENERAL CONTRACTOR SHALL USE A MINIMUM OF FOUR (4) CALCIUM CHLORIDE TESTS KITS TO DETERMINE MOISTURE VAPOR EMISSIONS IN CONCRETE SLAB. MOISTURE VAPOR EMISSION TESTS SHALL BE LESS THAN 3-LBS. OF MOISTURE PER 1,000 SF PER 24 HOURS EMITTED PER EACH TEST RESULT.
MOLD REMOVAL AND
PREVENTION NOTES
1. GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ALL EXISTING MOLD THAT MAY BE ENCOUNTERED DURING CONSTRUCTION USING BLEACH OR APPROVED EQUAL. AFTER BEING CLEANED, AFFECTED AREAS SHALL BE ALLOWED TO DRY THOROUGHLY BEFORE COVERING. APPLY MOLD/MILDEW REMOVER OR APPROVED EQUAL TO ALL EXPOSED WOODEN STRUCTURE COMPONENTS THROUGHOUT.
GENERAL DEMOLITION KEY NOTES
1
2
3
4
FLOORING AND BASE TO BE REMOVED
MILLWORK TO BE PROTECTED AND NEW PANEL WHERE WALL WAS DEMOLISHED
CEILING GRID TO BE ADJUSTED
PREP FLOOR FOR NEW FLOORING
DEMOLITION FLOOR & SLAB PLAN LEGEND
EXISTING WALL TO REMAIN
EXISTING WALL TO BE REMOVED
EXISTING OPERATING CLINICTO REMAIN -- NO WORK THIS AREA
EXISTING OPERATING CLINICTO REMAIN -- NO WORK THIS AREA
TV
CHASE MOUNTED TV - TO MATCH EXISTING
GENERAL CONSTRUCTION NOTES WALL PROTECTION & TRIM: PROVIDE RIGID SHEET WALL PROTECTION AS INDICATED IN THE DESIGN DETAILS. WALL PROTECTION SHALL EXTEND BEHIND BASE TYPES B-1 AND B-2. WALL PROTECTION SHALL SIT ABOVE RESINOUS FLOOR BASE AT 4" AFF. USE ACCESSORIES AS RECOMMENDED BY WALL PROTECTION MANUFACTURER FOR COMPLETE INSTALLATION.
WALL CONSTRUCTION W/ MOISTURE CONTROL: INSTALL MOLD & MOISTURE RESISTANT GYPSUM BOARD IN ALL WALL CONSTRUCTION. INSTALL FIRE-RESISTANT MOLD & MOISTURE RESISTANT GYPSUM BOARD AT WALLS SCHEDULED TO MAINTAIN A FIRE-RESISTANCE RATING. INSTALL GLASS MAT BOARD AT ALL WALLS W/ WALL PROTECTION. PROVIDE SEALANT AS INDICATED IN WALL SECTIONS.
OCCUPANCY SENSORS: UTILIZE OCCUPANCY SENSOR LIGHT SWITCHES TO CONTROL GENERAL LIGHTING AT ALL OCCUPIABLE SPACES UNLESS NOTES OTHERWISE.
DOORS: ALL NEW INTERIOR DOORS SHALL BE ASSA ABLOY MAIMAN THERMAL FUSED DOORS
PLASTIC PLAM GRAIN: GRAIN ORIENTATION AT MILLWORK SHALL BE:• VERTICAL AT ALL DOORS, DRAWERS, & CABINET FRONTS• SIDE-TO-SIDE AT ALL OPEN SHELVING• LENGTHWISE AT ALL CHASE TOPS
EMERGENCY LIGHTING: MAINTAIN MINIMUM LIGHT LEVELS AS REQUIRED BY CODE FOR EMERGENCY SITUATIONS AND EGRESS.
PROCESS PIPING: PRIMARY ACID, SECONDARY ACID, AND BICARBONATE LINES SHALL BEVISUALLY IDENTIFIED THROUGH THE USE OF INTEGRAL COLOR PIPE OR COLOR-CODEDATGS AS FOLLOWS (UNLESS OTHERWISE REQUIRED BY AHJ):
- PRIMARY ACID: YELLOW- SECONDARY ACID: RED- BICARBONATE BLUE
ELECTRICAL WIRING DEVICES: IN ADDITION TO OTHER LOCATIONS REQUIRED BY CODE, ALL RECEPTACLES SERVING TREATMENT CHAIRS ARE TO BE GFCI RECEPTACLES ON DEDICATED CIRCUITS. ALL RECPTACLES INTENDED FOR "PATIENT CARE" ARE TO BE HOSPITAL GRADE.
ARCHITECTURAL NOTES 1. ALL CONTRACTORS SHALL REVIEW ALL DRAWINGS & ARE RESPONSIBLE FOR A COMPLETE REVIEW
& SITE VISIT. ITEMS AFFECTING ALL TRADES ARE PLACED THROUGHOUT SET & NO "EXTRAS" FOR MISSED ITEMS IN OTHER SECTIONS WILL BE PERMITTED. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY ARCHITECT OF ANY AMBIGUITY, INCONSISTENCY OR ERRORS WHICH THEY DISCOVER UPON EXAMINATION OF DOCUMENTS, THE SITE OR LOCAL CONDITIONS.
2. FIELD VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES IMMEDIATELY TO THE ARCHITECT. DO NOT SCALE DRAWINGS USE FIGURED DIMENSIONS ONLY.
3. ANY MATERIAL OR LABOR NEITHER SHOWN ON THE DRAWINGS NOR SPECIFIED, BUT WHICH IS OBVIOUSLY NECESSARY TO COMPLETE THE WORK OF A SIMILAR NATURE SHALL BE FURNISHED WITHOUT ADDITIONAL COST TO THE OWNER.
4. ALL MATERIALS FURNISHED AND INSTALLED BY THE GENERAL CONTRACTOR SHALL BE FREE FROM DEFECTS. ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF (1) YEAR FROM DATE OF ACCEPTANCE OF WORK. DURING THIS PERIOD THE GENERAL CONTRACTOR SHALL CORRECT ANY PROBLEMS DUE TO DEFECTIVE MATERIALS OR FAULTY WORKMANSHIP AT NO COST TO THE OWNER. ANY PROBLEM THAT OCCURS DURING CONSTRUCTION SHALL IMMEDIATELY BE CORRECTED TO THE SATISFACTION OF THE OWNER.
5. WORK INDICATED IS TO BE EXECUTED IN ACCORDANCE WITH THE LATEST EDITIONS OF ALL APPLICABLE CODES AND LOCAL REQUIREMENTS.THE GENERAL CONTRACTOR SHALL CONFORM TO ALL OWNER'S CONSTRUCTION REQUIREMENTS.
6. DURING AND AT THE COMPLETION OF THE CONTRACTOR'S DAILY WORK, CONTRACTOR IS RESPONSIBLE FOR THE CLEANING UP AND REMOVAL OF ALL RUBBISH AND DEBRIS OUTSIDE OF CONSTRUCTION AREA.
7. ALL WORK SHALL BE DONE IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA). THE FOLLOWING ARE STRICTLY PROHIBITED WORK PRACTICES: (A) ANY COMBUSTIBLE MATERIALS ABOVE FINISHED CEILING OR IN ANY NON-SPRINKLED LOCATIONS. (B) IMPOSING ANY STRUCTURAL LOAD, TEMPORARY OR PERMANENT ON ANY PART OF THE OWNERS WORK OR STRUCTURE WITHOUT PRIOR WRITTEN APPROVAL. (C) CUTTING ANY HOLES IN OWNER'S EXISTING FLOOR SLABS, WALLS OR ROOF WITHOUT PROPER APPROVAL'S FROM OWNER. BEFORE STARTING ANY UNDERSLAB WORK CONTRACTORS MUST CHECK WITH THE OWNER TO DETERMINE IF ANY COMMON UTILITY OR OTHER UTILITY LINES EXIST WITHIN THE SPACE.
8. FIRE EXTINGUISHERS SHALL BE PROVIDED BY G.C. AND INSTALLED PER THE FIRE MARSHALL'S INSTRUCTIONS.
9. ALL REQUIREMENTS OF ANSI A117.1 AND THE AMERICAN'S WITH DISABILITIES ACT SHALL BE MAINTAINED.
10. ALL OPENINGS THROUGH WALLS & CEILING FOR PLUMBING & ELECTRICAL CONDUIT SHALL BE SEALED TIGHT AND FINISHED PROPERLY BY G.C. W/ U.L. APPROVED FIRE RETARDANT MATERIALS.
11. THE CONTRACTOR BY COMMENCING WORK ACCEPTS THE CONDITIONS OF THE SITE & THE COMPLETENESS OF CONTRACT DOCUMENTS.
12. ALL FIRE CODE GYPSUM BOARD SHALL BE " TYPE "X" (U.L. LABEL).13. GENERAL CONTRACTOR SHALL OBTAIN "ALL RISK" INSURANCE AND ALL CUSTOMARY STATUTORY
INSURANCES FOR COMPREHENSIVE GENERAL LIABILITY, ETC. AS REQUIRED BY OWNER.14. GENERAL CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION OF WORK, MATERIALS,
FIXTURES, ETC. IN EXISTING SPACE FROM LOSS OR DAMAGE FROM FIRE, THEFT OR VANDALISM.15. NO SUBSTITUTIONS OF SPECIFIED MATERIAL OR EQUIPMENT WILL BE ACCEPTED UNLESS WRITTEN
REQUEST FOR APPROVAL HAS BEEN RECEIVED BY THE ARCHITECT AND CONTRACTOR HAS RECEIVED WRITTEN APPROVAL FROM ARCHITECT.
16. ALL METHODS AND MATERIALS SHALL CONFORM TO LOCAL BUILDING CODES, LATEST EDITION.17. ANY CONTRACTOR OR SUBCONTRACTOR BY SUBMITTING A BID WARRANT'S THAT HE HAS VISITED
THE SITE AND IS AWARE OF ANY AND ALL SITE CONDITIONS AFFECTING HIS BID.18. ALL DIMENSIONS ARE TO ACTUAL FINISH WALL SURFACES OR CENTERLINE OF WALL UNLESS
NOTED OTHERWISE. HEIGHT DIMENSIONS INDICATED (A.F.F.) ARE ABOVE CONCRETE SLAB UNLESS NOTED OTHERWISE. METAL STUDS SHALL BE 20 GA. UNLESS NOTED OTHERWISE.
19. ALL PERIMETER PARTITIONS SHALL BE PARALLEL WITH PERIMETER WALLS UNLESS OTHERWISE NOTED.
20. ALL PARTITIONS THAT APPEAR TO SHARE THE SAME CENTERLINE WITH COLUMNS, WINDOW MULLIONS, OR PILASTERS, SHALL BE CONSTRUCTED CENTERED ON THESE RESPECTIVE CENTERLINES UNLESS OTHERWISE NOTED.
21. DIMENSIONS NOTED AS "HOLD" OR "CLEAR" SHALL NOT VARY MORE THAT 1/16" FROM SIDE TO SIDE FRONT TO REAR, FINISH FACE TO FINISH FACE. "MIN" (MINIMUM) AND "ALIGN" DIMENSIONS ARE CRITICAL. SHOULD ANY EXISTING CONDITIONS NOT PERMIT CONSTRUCTION OF DESIGN AS INTENDED, G.C. IS TO NOTIFY ARCHITECT IMMEDIATELY.
22. "TYPICAL" OR "TYP." MEANS THE CONDITION INDICATED IS THE SAME OR REPRESENTATIVE FOR ALL SIMILAR CONDITIONS UNLESS NOTED OTHERWISE.
23. IT IS THE RESPONSIBILITY OF THE MILLWORK AND GLAZING CONTRACTORS TO VERIFY ALL CONDITIONS AND OPENINGS PRIOR TO FABRICATION AND INFORM G.C. OF ANY DISCREPANCIES IMMEDIATELY.
24. ALL VERTICAL DIMENSIONS ARE TO BE ESTABLISHED FROM A LEVEL PLANE, BENCH MARK ON THE CEILING SYSTEM. VERTICAL DIMENSIONS ARE NOT TO BE TAKEN FROM THE FLOOR SLAB.
25. CONTRACTOR IS TO BE AWARE OF ALL LEAD TIMES FOR FINISH MATERIALS AT TIME OF PRICING TO ASSURE AVAILABILITY OF MATERIALS FOR PROJECT SCHEDULE. IF THE CONTRACTOR FAILS TO ORDER MATERIALS IN A SUFFICIENT TIME FOR ORDERLY INSTALLATION THE ARCHITECT WILL NOT ACCEPT ANY REQUEST FOR MATERIAL SUBSTITUTION. ANY COST FOR SPECIAL HANDLING OR AIR FREIGHT OF MATERIALS IN ORDER TO MEET REQUIRED DEADLINES IS THE RESPONSIBILITY OF THE CONTRACTOR.
26. ALL PARTITIONS SHALL BE CONSTRUCTED OF FIRE RETARDANT MATERIALS IN ACCORDANCE WITH LOCAL BUILDING CODES.
27. FLAME SPREAD RATINGS: ALL MATERIALS USED FOR INTERIOR WALL, CEILING, AND FLOOR FINISH (INCLUDING TRIM) SHALL HAVE THE FOLLOWING: (A) STAIRWAYS, LOBBIES PUBLIC CORRIDORS CLASS 0-25 (B) INTERIOR OFFICES AND SPACES CLASS 27-75.
28. ALL GLAZING WHERE INDICATED SHALL CONFORM TO THE LOCAL BUILDING CODE. ALL GLAZING IS TO BE TEMPERED SAFETY GLASS WITH TEMPER MARKS LOCATED SO AS TO BE CONCEALED WHEN GLASS IS SET IN PLACE UNLESS OTHERWISE NOTED.
29. ALL WOOD BLOCKING SHALL BE FIRE RETARDANT AS REQUIRED BY LOCAL BUILDING CODE.30. ALL WOOD BLOCKING REQUIRED FOR BOTH BASE BUILDING AND ABOVE STANDARD MILLWORK,
CABINETRY, SHELVING ETC. TO BE INSTALLED BY CONTRACTOR -COORDINATE LOCATION OF EQUIPMENT W/ OWNER.
31. DEFLECTIONS FOR ALL PARTITIONS SHALL BE LIMITED TO 1/240TH OF THE SPAN MAXIMUM.32. COORDINATE WITH MECHANICAL CONTRACTOR AND ENGINEERS FOR OPENINGS REQUIRED IN ALL FULL
HEIGHT PARTITIONS (SLAB TO SLAB).33. USE GALVANIZED CORNER BEADS AND EDGE TRIM IN ALL EXPOSED WORK.34. PROVIDE FOR VERTICAL MOVEMENT AT THE HEAD OF ALL PARTITIONS AS INDICATED IN THE NOTES OR
ON THE DRAWINGS. IN DRYWALL CONSTRUCTION CONNECT HEAD RUNNER CHANNEL TO UNDERSIDE OF STRUCTURE, CUT STUDS TO ALLOW FOR VERTICAL MOVEMENT. DO NOT FASTEN TO RUNNER CHANNEL, FASTEN DRYWALL TO STUDS ONLY.
35. HORIZONTAL CONTROL JOINTS AT 12'-0" OVER CEILING IN THE VERTICAL DIRECTION.36. VERTICAL CONTROL JOINTS AT 30'-0" IN THE HORIZONTAL DIRECTION WHERE INDICATED OR AS
REQUIRED.37. COMPLETELY SEAL WITH ACOUSTICAL SEALANT HEADS, BASES, ENDS, PLUS ALL PENETRATIONS
INCLUDING BUT NOT LIMITED TO MECHANICAL, ELECTRICAL AND PLUMBING WORK ETC.38. ALL DOORS AND FRAMES TO BE INSTALLED PLUMB AND TRUE AND SHALL OPERATE FREELY WITHOUT
BINDING, FRAMES SHALL BE SECURED RIGIDLY IN PLACE AND BRACED TO THE FLOOR, AND STRUCTURE ABOVE TO PREVENT BREAKOUT PARTITIONS. ALL DOORS SHALL BE SOUND GASKETED.
39. ALL TELEPHONE & LOW VOLTAGE DATA CABLE TO BE IN CONDUIT OR SHALL BE LOW SMOKE RATED PLENUM CABLE.
40. G.C. IS RESPONSIBLE TO LOCATE ALL FIRE ALARM COMPONENTS AS REQUIRED COORDINATE WITH OWNER AND FIRE MARSHALL.
EXISTING OPERATING CLINICTO REMAIN -- NO WORK THIS AREA
F.E.
TVT
V
12 11
EXISTINGSTORAGE
EXISTING TREATMENT
ELEC. PANELS
NEW STORAGE
6'-2
"11
'-1"
EXISTING
+/- 17'-9"
A401
1
REPAIR MILLWORK AND
ADD NEW PANELS TO MATCH EXISTING TO
UNCOVERED SIDE AFTER WALL DEMOLITION
3
G101 6
G101
WALL LEGENDEXISTING EXTERIOR WALL
EXISTING 1HR RATED PARTITION W/ 1 LAYER 5/8" TYPE "X" FIRE RATED GYP. BD. EA. SIDE TO BOTTOM OF ROOF DECK. UL DESIGN 465 - GC TO VERIFY AND REPAIR IF NECESSARY
EXISTING NON RATED PARTITION
NEW 1 HOUR RATED PARTITION METAL STUD WITH (1) LAYER 5/8" TYPE "XP" FIRE RATED GYP. BOARD EA. SIDE TO RATED BOTTOM OF ROOF DECK . UL DESIGN U465FINISH PER SCHEDULE TO MATCH EXISTING
9' - 0" AFF
9' - 0" AFF
EXISTINGSTORAGE
EXISTING TREATMENT
NEW STORAGE
F.E.
DN
STORAGE
BIOMED
P.T.-2
ELEC. PANELS
DEMOLISH EXISTING WALL - KEEP TEMPORARY DUST AND
DEBRIS SEPERATION BETWEEN OPERATING CLINIC
1
23
4
1
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P.O. Box 240456Montgomery, AL 36124voice: 334.271.3015fax: 334.271.6797
Cherry McNab Architects
ISS
UE
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OR
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care
Par
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s, I
nc.
2000
16t
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.202
1K
BW
DM
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218
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A101
FL
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LA
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1/4" = 1'-0"A101
2 ANNOTATED FLOOR PLAN1/4" = 1'-0"A101
3 REFLECTED CEILING PLAN1/4" = 1'-0"A101
1 DEMOLITION PLAN
1/64" = 1'-0"A101
4 KEY PLAN
4'-8" 1'-6" 4'-0" 1'-6" 6'-1"RUBBER BASE
FRP PANEL CONT.
BELOW CHASESSTATION STATION
PAINTED GYP. ABOVE
P.LAM CHASES TO MATCH EXISTING2
A401
3
A401
4
A401
3/4" THK. HINGED PLYWOOD
PANEL - PLAM ON ALL
SURFACES
3/4" THK PLYWOOD
BLUM CONCEALED HINGE -
W/IN 9" OF TOP & BOTT OF
PANEL & @CENTER
1" DIA ELEC CONDUIT
1-1/2" THK WOOD BLOCKING
3/4" THK PLYWOOD W/ PLAM
FINISH (TYP ALL EXPOSED
SURFACES & EDGES)
1'-0"
3"
BIC
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NC
ENTR
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. WA
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PROVIDE CAM LOCK
1'-1
"
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P.O. Box 240456Montgomery, AL 36124voice: 334.271.3015fax: 334.271.6797
2. MILLWORK SHALL BE HARDWOOD PLYWOOD. THE USE OF ARTICLE BOARD,HARDBOARD OR SIMILAR WOOD PRODCTS IS PROHIBITED.
3. OPERABLE TOPS, WHERE INDICATED SHALL HAVE CONCEALED HINGES
4. ACOSTICAL CEILING TILE "ACT" - MATCH EXISTING
5. FRP TO START AT THE TOP OF THE RUBBER BASE. SEAL CONTINOUSLY ALONG JOINTS BETWEEN BASE AND PANELS. USE FRP ACCESSORIES AS DIRECTED BY MANFACTURER FOR
COMPLETE INSTALLATION.
6. FINISH FOR PAINTED WALL: SEMI GLOSS LATEX.
7. WINDOW TREATMENTS - PROVIDE WINDOW BLINDS AT THE 2 WINDOWS TO MATCH EXISTING - PROVIDE LEVELOR/MARK 1 3/8" METAL BLINDS - COLOR " 2814 SANDSTONE"
8. ACRYLIC CONCRETE PENETRATING SEALER - CLEAR
9. ADD WINDOW SILLS TO MATCH EXISTING TO TWO EXTERIOR WINDOWS
EXISTING TREATMENT
NEW STORAGE
ROOM
VCT - EXTEND PATTERN
SEALED CONCRETE
FLOORING
RUBBER
RUBBER
BASE
PAINTED GYP/FRP
PAINTED GYP/FRP
WALL FINISHES
ACT - CONT.
EXISTING GRID
ACT
CEILINGS
FRP AS INDICATED BENEATH HORIZONTAL CHASES ON
MOISTURE RESISTANT GYP. BD. AT CHASE WALLS
FRP TO 8'-0" AFF AND FIELD PAINT ABOVE AT EXCEPT AT
MATCH EXISTING FINISHES WHERE POSSIBLE. PROVIDE MATCH EXISTING FINISHES WHERE POSSIBLE. PROVIDE MATCH EXISTING FINISHES WHERE POSSIBLE. PROVIDE MATCH EXISTING FINISHES WHERE POSSIBLE. PROVIDE
ALTERATIVES TO MATCH EXISTING ONLY IN NECESSARY BECAUSE ALTERATIVES TO MATCH EXISTING ONLY IN NECESSARY BECAUSE ALTERATIVES TO MATCH EXISTING ONLY IN NECESSARY BECAUSE ALTERATIVES TO MATCH EXISTING ONLY IN NECESSARY BECAUSE
OF DISCONTINUED PRODUCTSOF DISCONTINUED PRODUCTSOF DISCONTINUED PRODUCTSOF DISCONTINUED PRODUCTS
1) ALL DUCTWORK TO BE GALVANIZED SHEET METAL CONSTRUCTION ACCORDING TO CURRENT
ADDITION OF SMACNA HVAC DUCT CONSTRUCTION STANDARDS. SIZES SHOWN ARE INSIDE
INSULATION.
A. LOW PRESSURE: SUPPLY AIR, RETURN AIR, AND EXHAUST AIR
DUCTWORK: 2" PRESSURE CLASS, "B" SEAL.
2) ALL SUPPLY DUCTWORK SHALL BE EXTERNALLY WRAPPED WITH 2" THICK FLEXIBLE GLASS
CONNECT TO EXISTING, FIELD VERIFY EXACT SIZE AND LOCATION.
EXISTING DUCTWORK, PIPING, OR EQUIPMENT TO REMAIN.
EXISTING DUCTWORK, PIPING, OR EQUIPMENT TO BE REMOVED.
ø
SUPPLY
AIRFLOW
RETURN
AIRFLOW
D = W/4, (4" MIN.)
L = W (WIDTH OF DUCT)
L
45° ENTRY FITTING
MANUAL DAMPER
W
D
BRANCH DUCT.
MAIN TRUNK DUCT.
DUCT BRANCH CONNECTION
NO SCALE
NO SCALE
DUCT TAKE-OFF CONNECTION DETAIL
ROUNDTAKE-OFF
D
D = W/4, 4" MIN.
L = W
MANUAL DAMPER
L
W
RECTANGULARTAKE-OFF
D
D = W/4, 4" MIN.
L = W
MANUAL DAMPER
L
= 45 DEGREE ENTRY
SU
PP
LY
/OS
A
W
RE
TU
RN
/EX
HA
US
T
RECTANGULAR DUCT TAKE-OFF
ROUND DUCT TAKE-OFF
SU
PP
LY
/RE
TU
RN
/E
XH
AU
ST
/OS
A
MIN. CENTER LINE BEND LINE RADIUS IS ONE DIA. (OR INSIDE RADIUS OF D/2).
DUCTS ARE FLEXIBLE WITH EXTERNAL INSULATION AND VAPOR BARRIER JACKETING.
SUPPORT SYSTEM MUST NOT DAMAGE DUCT OR CAUSE OUT OF ROUND SHAPE.
CONNECTION BEFORE BENDING.
FOR TWO FEET FROM A
* DUCT SHOULD EXTEND STRAIGHT
FLEXIBLE DUCT LENGTH SHALL NOT EXCEED 5 LINEAR FEET.
NO SCALE
MAX. SAG 1/2"PER FOOT OFSUPPORTSPACING
FLEXIBLE DUCT SUPPORT DETAIL
SEAL JOINTS
NO INSULATION ILLUSTRATED
1" MIN.SEE NOTE 2
1" BAND CLAMP
1" MIN.
SEE NOTE 2
WIRE HANGER
NOTES:
1.
2.
3.
4.
NO SCALE
DELETE INSULATION STAND-OFF ON DUCTWORK WITHOUT EXTERIOR INSULATION.
DETAIL SHOWS SINGLE BLADE DAMPER. DAMPER INSTALLATION SHALL BE SIMILAR
FOR MULTI-BLADE DAMPERS & ROUND DAMPERS.
MANUAL DAMPERS SHALL BE EQUAL TO RUSKIN MD35 (FOR RECTANGULAR DUCTS)
AND SHALL BE EQUAL TO RUSKIN MDRS25 (FOR ROUND DUCTS).
MANUAL DAMPER DETAIL
INSULATION SEE SPECIFICATIONDUCT
DAMPER BLADE
1/2" ROUND ROD PIN
STIFFEN BLADE AS REQUIRED
HANDLE WITH LOCKING QUADRANT
INSIDE END BEARING
OUTSIDE END BEARING
1/8" CLEARANCE ALL AROUND
SECTION
1.
2.
3.
NOTE:
APPROVED SEALANT.MANUFACTURERS(TYPICAL)
DAMPER COLLARTACK WELDED TOSIDES BOLTED ORANGLE ON ALL FOUR1-1/2"x1-1/2"x1/8"
14 GA. STEEL SLEEVE
1" ANGLE STOP
FUSIBLE LINK CORROSION RESISTANT BEARING FOR DAMPERS
1" LAP
BLADE WIDTH TO BE 6" MAX W/FORMED EDGES-16 GA. UP TO 48" LONG18 GA. UP TO 36" LONG
1" ANGLE STOP
WEIGHTED BAR HINGED TO LOUVERS
FUSIBLE LINK
SPRING CATCH
MANUFACTURERS APPROVED SEALANT. (TYPICAL)
STEEL BLADES W/ INTERLOCKING JOINTS - 22 GA. MIN.
ONE PIECE ROLL FORMED STEEL FRAME - 22 GA. MIN.
NO SCALE
TYPICAL FIRE DAMPER ARRANGEMENTS DETAIL
2 Riverchase Office PlazaSuite 205
Hoover, AL 35244(205) 988-2069
Project Number :
www.dewberry.com
PROJECT #
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P.O. Box 240456Montgomery, AL 36124voice: 334.271.3015fax: 334.271.6797
Cherry McNab Architects
ISS
UE
D F
OR
:
c/o D
aV
ita H
ealth
care
Part
ners
, In
c.
2000 1
6th
Str
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Denve
r, C
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0202
9.2
2.2
021
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50144917
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RB
GW
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B AAL
A A
MNSEECI D
L
N E E RIGNE
No. 29121
P R O F E S S I O N A L
W
IL I A M A D A M
CO
NE
L
09-22-21
T.V
.
F.E.
F.E.
F.E.
F.E.DN
DN
TV
TV
TV
TV
TV
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TVT
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LA
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CHART CART
CH
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12 11
01AIRLOCK
02WAITING
03P.T.-1
S.W.
05& D.06
CONF.
09T.T.-1
10T.T.-2
BUS.
04OFF.
CHARTS
FAC.
12ADMIN.
CLINICAL
13COORD.
14
OFFICE
15I.T.
16JAN.-1
17LOUNGE
19I.W.
21RO-BICARB
EXISTINGSTORAGE
P.T.-2
TRMNT
25FLOOR
PRIV.
27TRMENT.
24JAN.-2
26P.T.-3
CHARTS
082
CORR.
182
CORR.07
1
2
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7
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PAT. PREP.
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PREP
E.W.
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D.F.
DN
NEW STORAGE
F.E.
STORAGE
BIOMED
P.T.-2
ELEC. PANELS
F.E.
TVT
V
12 11
EXISTINGSTORAGE
P.T.-2
ELEC. PANELS
NEW STORAGE
SCOPE OF WORK
(X)1
6x12
(X)FD TO BE REMOVED.
(X)FD TO BE REMOVED.
(X)14x14
(X)TAG
(X)1
6x12
(X)CD
160S
240S
6x10
8x12
(X)14x14
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2 Riverchase Office PlazaSuite 205
Hoover, AL 35244(205) 988-2069
Project Number :
www.dewberry.com
PROJECT #
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DA
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NC
HE
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ED
P.O. Box 240456Montgomery, AL 36124voice: 334.271.3015fax: 334.271.6797
Cherry McNab Architects
ISS
UE
D F
OR
:
c/o D
aV
ita H
ealth
care
Part
ners
, In
c.
2000 1
6th
Str
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Denve
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0202
9.2
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021
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15037-0010
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1/16" = 1'-0"1
KEY PLAN
1/4" = 1'-0"2
MECHANICAL - DEMOLITION PLAN1/4" = 1'-0"
3MECHANICAL - FLOOR PLAN
DEMO GENERAL NOTES
1. REMOVE ALL EXISTING DUCTWORK AND AIR DEVICES, SHOWN SHADED. PATCH,SEAL, AND INSULATE TO MATCH EXISTING.
B AAL
A A
MNSEECI D
L
N E E RIGNE
No. 29121
P R O F E S S I O N A L
W
IL I A M A D A M
CO
NE
L
09-22-21
T.V
.
F.E.
F.E.
F.E.
F.E.DN
DN
TV
TV
TV
TV
TV
TV
TV
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TV
TV
TVT
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LA
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CHART CART
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LA
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01AIRLOCK
02WAITING
03P.T.-1
S.W.
05& D.06
CONF.
09T.T.-1
10T.T.-2
BUS.
04OFF.
CHARTS
FAC.
12ADMIN.
CLINICAL
13COORD.
14
OFFICE
15I.T.
16JAN.-1
17LOUNGE
19I.W.
21RO-BICARB
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27TRMENT.
24JAN.-2
26P.T.-3
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F.E.
TVT
V
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EXISTINGSTORAGE
P.T.-2
ELEC. PANELS
NEW STORAGE
F.E.
TVT
V
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EXISTINGSTORAGE
P.T.-2
ELEC. PANELS
NEW STORAGE
PLUMBING FIXTURE SCHEDULE WASTE CW HW
DB-1 DIALYSIS BOX - - FURNISHED BY OTHERS BUT ALL FINAL CONNECTIONS TO BE BY THIS CONTRACTOR. - - -
SCOPE OF WORK
DB-1 DB-1
EX VENT
2"ø
EX WASTE
DB-1 DB-1
4
52
32 32
1
2 5
4
2"ø
2"ø
2"ø
2"ø
EX VENT
EX WASTE
EX WASTE
DB-1
DB-1
2 Riverchase Office PlazaSuite 205
Hoover, AL 35244(205) 988-2069
Project Number :
www.dewberry.com
PROJECT #
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DA
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DR
AW
NC
HE
CK
ED
P.O. Box 240456Montgomery, AL 36124voice: 334.271.3015fax: 334.271.6797
Cherry McNab Architects
ISS
UE
D F
OR
:
c/o D
aV
ita H
ealth
care
Part
ners
, In
c.
2000 1
6th
Str
eet
Denve
r, C
O 8
0202
9.2
2.2
021
PE
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EN
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50144917
15037-0010
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1/16" = 1'-0"1
KEY PLAN
1/4" = 1'-0"3
NON-PRESSURE PIPING - FLOOR PLAN
1/4" = 1'-0"2
DIALYSIS PIPING - FLOOR PLAN
DIALYSIS PIPING NOTES1 R.O. PIPING DOWN WALL OR CHASE.
INDICATES 1" MEDICAL GRADE "CLEANPEX" TUBING W/ 1" INSULATION FOR R.O. CIRCULATION AND TWO (2) 3/4" SCHEDULE 80 PVC CONCENTRATE LINES AND (1) 3/4" SCHEDULE 80 PVC BICARB LINE (TOTAL 4 PIPES). ALL R.O./PROCESS LINES SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. ALL PIPING SHALL BE COORDIANTED WITH EQUIPMENT LOCATIONS. ALL BALL VALVES UNLESS NOTED OTHERWISE SHALL BE ASAHI DUO-BLOC 21 WITH EPDM SEALS.
R.O. PIPING ROUTED IN CASEWORK.
EXISTING DIALYSIS PIPING.
R.O. PIPING ABOVE CEILING.
3
2
4
5
DIALYSIS PIPING GENERAL NOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
PLUMBING CONTRACOTR SHALL COORDINATE ALL PIPING CONNECTIONS AND TERMINATION POINTS IN WATER TREATMENT ROOM PRIOR TO STARTING ANY WORK.
PLUMBING CONTRACTOR SHALL LABEL ALL LOOPS WITH TYPE AND DIRECTION EVERY 10'-0" MAXIMUM.
ALL EXPOSED PIPING SHALL BE PAINTED. COORDINATE COLOR WITH GENERAL CONTRACTOR AND /OR ARCHITECT.
PLUMBING CONTRACTOR SHALL PROVIDE BACKFLOW PREVENTER FOR WATER TREATMENT BLENDING VALVE. REFER TO WATER TREATMNETEQUIPMENT DRAWINGS FOR EXACT REQUIREMENTS. COORDIANTE WITHWATER TREATMENT EQUIPMENT PROVIDER.
PLUMBING CONTRACTOR SHALL USE LONG BEND SWEEPS WHEREPOSSIBLE THEN (2) 45 DEG. ELBOWS. USE MANUFACTURED FITTINGS FOR 90 DEG. TURNS.
PLUMBING CONTRACTOR TO INSTALL PIPING WITH FEW FITTINGS ASPOSSIBLE.
PROCESS PIPING SHALL HAVE NO DEAD ENDS GREATER THAN 9" IN LENGTH. DEAD-LEGS SHALL NOT BE GREATER THAN 1.5 TIMES PIPE INSIDE DIAMETER TO REDUCE BACTERIA GROWTH.
PIPING LOOP SHALL BE MODELED WITH DAVITA SYSTEM REQUIREMENTS. CONTRACTOR SHALL VERIFY PRESSURES AND FLOWS MEET DAVITA STANDARDS PRIOR TO INSTALLING ANY PIPING AND EQUIPMENT. A MINIMUM FLOW OF 3 FT/S MUST BE MAINTAINED TO MINIMIZE BIOFILM FORMATION. FLOW RATES TO BE IDENTIFIED AND DIRECTED BY DAVITA.
DIALYSIS PIPING SHALL MEET AAMI STANDARDS, DAVITA STANDARDS,AND REQUIREMENTS OF LOCAL AUTHORITY.
VELOCITY AND COLUME DIALYSIS SYSTEM TO BE APPROVED BY DAVITA.
ALL MATERIALS USED IN DIALYSIS SYSTEM SHALL BE APPROVED BY DAVITA.
COLD WATER LINE
PIPE TURNING UP
PIPE TURNING DOWNFLOOR SINK
SOIL OR WASTE LINE
BALL VALVE
VENT LINE
TEPID WATER
PLUMBING FIXTURE NUMBER
ABOVE FINISH FLOORAFF
TW
ABOVE
CLEAN OUT
WASTE STACKWS
CO
ABV
PLUMBING LEGEND
P-#
HOT WATER LINE
LOCATIONS OF UTILITIES SHOWN ON PLANS ARE APPROXIMATE, VERIFY
OF ALL EXISTING SERVICES PRIOR TO STARTING ANY WORK.
CONTRACTOR SHALL VERIFY EXACT LOCATION, SIZE AND ELEVATION
WHICH SHOWN UNLESS OTHERWISE NOTED.
CEILING ON PLAN WHICH SHOWN UNLESS ONLESS OTHERWISE NOTED.
WHEREVER DISSIMILAR METALS ARE CONNECTED ON WATER LINES, A
ALL HORIZONTAL SANITARY PIPING IS RUN BELOW FLOOR ON PLAN
ALL HORIZONTAL WATER AND VENT PIPING SHALL BE RUN ABOVE
IN 18"x18"x6" THICK CONCRETE PAD. (J.R. SMITH 4258 OR EQUAL.)
ALL OUTSIDE CLEANOUTS SHALL BE BROUGHT TO GRADE AND EMBEDDED
MECHANICAL, AND ELECTRICAL FEATURES OF BUILDING.
COORDINATE ALL PIPE ROUTING TO AVOID CONFLICTS WITH STRUCTURAL,
ENDS SO THAT NO JOINTS OCCUR BELOW FLOOR.
ALL WATER PIPING BELOW SLAB ON GRADE SHALL BE BENT UP AT
ALL WATER PIPING INSTALLED IN EXTERIOR WALLS SHALL BE LOCATED
ON THE INTERIOR SIDE OF THE EXTERIOR WALL INSULATION.
WITH LOCAL UTILITY PRIOR TO BIDDING.
NO VENT THRU ROOF IS TO BE LOCATED WITHIN 10 FEET OF
ANY BUILDING AIR INTAKES, PER CODE. COORDINATE WITH MECHANICAL
AND GENERAL CONTRACTORS.
DIELECTRIC UNION SHALL BE USED.
CELING, SHALL BE INSTALLED BELOW CEILING INSULATION.
DOMESTIC WATER AND FIRE PROTECTION PIPING LOCATED ABOVE THE11.
9.
10.
8.
7.
5.
6.
3.
4.
2.
1.
GENERAL NOTES
FS
CEILINGCLG
HOT WATERHW
COLD WATERCW
FLOOR DRAINFD
BALANCING VALVE
THERMOSTATIC MIXING VALVETMV
VENT STACK THROUGH ROOFVSTR
CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER OF ANY DISCREPENCIES.
CONTRACTOR SHALL VERIFY CITY WATER PRESSURES PRIOR TO STARTING ANY WORK.3.
CONTRACTOR SHALL NOTIFY ARCHITECT AND ENGINEER OF ANY DISCREPENCIES.
SLAB IN ORDER TO MARK AND IDENTIFY ALL BELOW SLAB PIPING.
PRIOR TO SAW-CUTTING THE SLAB, CONTRACTOR TO X-RAY THE ENTIRE12.
# WASTE RISER DIAGRAM
HOT WATER RETURN LINE
HOT WATER RETURNHWR
TRAP PRIMERTP
WALL HYDRANTWH
FINISH GRADE OR FINISH FLOOR UNLESS OTHERWISE NOTED.
ALL WALL HYDRANTS SHALL BE MOUNTED 24" ABOVE13.
INSTALL SHOCK ARRESTORS ON ALL BRANCH LINES.14.
JEFFCO
AT
CLEVIS HANGER
INSULATION
PIPE
18 GA SHEETMETAL SADDLE
18" LONG FOR PIPES 2" & SMALLER.
2 1/2" AND LARGER USE ELLEN FIG. 251
SUSPENDED PIPE SUPPORTNO SCALE
FINISH FLOOR
CONCRETE PAD
(18"x18"x6" THICK)
DETAIL of CLEANOUT to GRADE
WITH SETTLEMENT OF GRADE.
UNDERGROUND DRAINAGE PIPING
CLEANOUT BOX IS INDEPENDENT
OF PIPE AND IS FREE TO MOVE
NO SCALE
CAST IRON PIPE
J.R. SMITH 4258 OR EQUAL
PLUG
CLEANOUT
WALL OR PARTITION
ROUND CHROME
COVER PLATE
SOIL OR WASTE PIPE
WALL CLEANOUTNO SCALE
R.O. BOX(BY OTHERS)
DETAIL of WASTE PIPING IN DIALYSIS CABINETNO SCALE
2" WASTE2" WASTE
R.O. BOX(BY OTHERS)
WASTE
2" VENT RUN INSIDE CABINET
P-TRAP P-TRAP
SCHEDULE 40 DRAIN. RUN TO UNDERSIDE OF SUPPLYBOX. SUPPORT AS REQUIRED WITH MANUFACTUREDSUPPORTS.
DETAIL OF WASTE PIPING IN DIALYSIS CABINET
WASTE
AIR GAP
VENT RUN INSIDE CASEWORK
WASTE
NO SCALE
B AAL
A A
MNSEECI D
L
N E E RIGNE
No. 29121
P R O F E S S I O N A L
W
IL I A M A D A M
CO
NE
L
09-22-21
UON
ABBREVIATIONS
INSTALL BLANK COVER.
XRB EXISTING, REMOVE DEVICE AND
EXISTING, REMOVE & RELOCATE
POLYVINYL CHLORIDE RACEWAY
AL ALUMINUM
LIQUID TIGHT FLEXIBLE METAL CONDUIT
MOUNTING HEIGHT TO CENTERLINE
CLOSED TRANSITION TRANSFER SWITCH
H
HIGH INTENSITY DISCHARGE
ISOLATED GROUND
NIGHT LIGHT
NOT IN CONTRACT
KILOVOLT-AMPERES
THOUSAND CIRCULAR MILS
NATIONAL ELECTRICAL CODE
MEDIUM VOLTAGE
HORSE POWER
KCMIL
NIC
NL
MVN
NEC
NEUTRAL
KVA
LTKW
HID
IGHP
KILOWATT
CONDUIT RACEWAY
EXPLOSION PROOF
FLEXIBLE METAL CONDUIT
FORCED AIR COOLED
ELECTRICAL CONTRACTOR
EMERGENCY
AMERICAN WIRE GAUGE
AUTOMATIC TRANSFER SWITCH
DIA DIAMETER
G
FA
FMC
EC
EPEM
GROUND
CU
CKTS
CTTS
CAWG
ATS
COPPER
CIRCUITS
UNLESS OTHERWISE NOTED
VOLTS
EXISTING, RELOCATED
EXISTING, REMOVE
EXISTING TO REMAIN
WEATHERPROOF, NEMA 3R.
WIRES
XR
XRR
XRL
EX
V
WP
W
OWNER FURNISHED
CONTRACTOR INSTALLED
OWNER INSTALLED
RIGID GALVANIZED STEEL
POWER FACTOR
PHASES
ON CENTERPOLES
OWNER FURNISHED
PVCPH
RGS
OC
PF
P
OFCI
OFOI
AMBIENT AIR COOLED
ABOVE FINISHED FLOOR
AMPERES INTERUPTING CAPACITY
AA
AIC
AFF
A AMPERES CONTRACTOR FURNISHED
CONTRACTOR FURNISHED
OWNER INSTALLED
CONTRACTOR INSTALLED
CFOI
CFCI
XRP EXISTING, REMOVE AND REPLACE W/ NEW
ELECTRIC WATER COOLEREWC
J
J
J
NOTE: SHOWN 2#12 AND 1#12(G)-1/2"C,
RISER: UP, RUNNING TO SOURCE.
RISER: DOWN, RUNNING TO SOURCE.
SIZED IN ACCORDANCE WITH NEC TABLE 250-95.
NUMBER OF HASHMARKS DO NOT INCLUDE GROUND WIRE.
EACH LUMINAIRE IS TO BE INSTALLED WITH AN INDIVIDUAL FLEXIBLE CONNECTION.
REQUIRED INSTALLATION
BRANCH CIRCUIT WIRING FOR LIGHTING IS SHOWN SCHEMATICALLY.
CONDUCTORS OR AS NOTED. THE NUMBER IN THE CIRCUIT
10 3#10 AND 1#10(G)-3/4"C
10 2#10 AND 1#10(G)-3/4"C
3#12 AND 1#12(G)-3/4"C
4#12 AND 1#12(G)-3/4"C
HOMERUN TO PANELBOARD AND 20A, 1P BREAKER, UON.
INDICATES AWG WIRE SIZE AND HASHMARKS INDICATE
SIZE CONDUIT PER NEC FOR GREATER NUMBER OF
NUMBER OF WIRES REQUIRED. GROUND WIRE SHALL BE
CONCEALED IN OR BELOW FLOOR OR UNDERGROUND.
CONCEALED IN CEILING, WALL, OR IN CEILING SLAB.
FOR EXAMPLE:
SCHEMATIC
EXPOSED.
BRANCH CIRCUITS
J
J
JTD
Jc
JUNCTION BOX - FLOOR MOUNTED
TELE DATA JUNCTION BOX - CEILING MOUNTED
POWER JUNCTION BOX - CEILING MOUNTED
JUNCTION BOX - WALL MOUNTED
JUNCTION & OUTLET BOXES
c
POWER PANEL: EXISTING.
PANELBOARDS
RECESSED LED LUMINAIRE - SINGLE OR CONTINUOUS LENGTHSAS SHOWN. LIFE SAFETY EMERGENCY EGRESS LIGHTING.
AS SHOWN
CEILING-RECESSED
RECESSED LED LUMINAIRE - SINGLE OR CONTINUOUS LENGTHS
LIGHTING
WALL MOUNTED
GFI
QUADRUPLEX RECEPTACLE - NEMA 5-20R
RECEPTACLE - MTD ABOVE COUNTER - NEMA 5-20R
GROUND FAULT RECEPTACLE - NEMA 5-20R GFI
DUPLEX RECEPTACLE - NEMA 5-20R
RECEPTACLES
DUPLEX RECEPTACLE - NEMA 5-20R, DEDICATED SERVICE/CIRCUIT
NOTE: ALL 120V AND 250V NON-LOCKING RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES IN ACCORDANCE WITH NEC 406.12.
VOICE/DATA OUTLET WITH 1" CONDUIT AND (2) CAT6 CABLES U.O.N.
TELE/DATA
NOTES :
1. FOR ALL OUTLETS, PROVIDE 4-11/16" SQUARE OUTLET BOX, SINGLE GANG PLASTER RING, AND 1" CONDUIT TO ABOVE ACCESSIBLE CEILING. PROVIDE AND INSTALL CABLING AS NOTED.
2. ALL CONDUITS STUBBED OUT SHALL HAVE INSULATED PLASTIC BUSHING.
DATA OUTLET ONLY WITH 1" CONDUIT AND (1) CAT6 CABLE U.O.N.
SWITCHES
VACANCY SENSOR, DUAL TECHNOLOGY, WALL MTD
EXISTING FIRE ALARM CONTROL PANEL
FIRE ALARM
FACP
SMOKE DETECTOR
1'-6
"
4'-0
"
S
J A
CC
BACKSPLASH
2" ABOVE
BACKSPLASH
COUNTER
4" ABOVE
WITHOUT
STANDARD MOUNTING HEIGHTS
NOTES:
1. MOUNTING HEIGHTS SHOWN ARE FROM FINISHED FLOOR TO CENTERLINE OF OUTLET, UNLESS OTHERWISE NOTED.
2. LOCATIONS OF OUTLETS SHOWN ON ARCHITECTURAL ELEVATIONS SHALL TAKE PRECEDENCE OVER THESEMOUNTING HEIGHTS. FIELD LOCATE OUTLETS WITH ARCHITECT DURING ROUGH-IN.
3. INSTALL OUTLETS THAT ARE IN CLOSE PROXIMITY ON THE SAME CENTERLINE. OUTLETS THAT ARE WITHIN 2'-0"
HORIZONTALLY AND WITHIN 1'-0" VERTICALLY SHALL BE INSTALLED ON THE SAME HORIZONTAL CENTERLINE LOCATED HALF
WAY BETWEEN THE HEIGHTS SHOWN. OUTLETS THAT ARE MORE THAN 1'-0" APART VERTICALLY SHALL BE INSTALLED ON
THE SAME VERTICAL CENTERLINE.
1. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND LOCAL ORDINANCES. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS.
2. CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH ALL DETAILS OF THE WORK AND ALL EXISTING FIELD CONDITIONS.
3. ALL CIRCUITS SHALL CONTAIN A GROUNDING CONDUCTOR SIZED PER NEC.
4. THE ELECTRICAL CONTRACTOR SHALL CAREFULLY COORDINATE HIS WORK WITH OTHER CONTRACTORS THROUGH THE GENERAL CONTRACTOR FOR SPACE REQUIREMENTS, ETC.
5. CONTRACTOR SHALL VERIFY ALL MECHANICAL EQUIPMENT NAMEPLATE DATA BEFORE ANY WORK IS DONE AND MAKE ANY ADJUSTMENTS IN BREAKER AND WIRE SIZE AS MAY BE REQUIRED.
6. SHOULD THE CONTRACTOR FIND DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS OR BE IN DOUBT AS TO INTENT, HE SHALL IMMEDIATELY OBTAIN CLARIFICATION FROM THE ARCHITECT OR ENGINEER.
7. THE ELECTRICAL DRAWINGS ARE SCHEMATIC AND ARE NOT INTENDED TO SHOW THE EXACT LOCATION OF CONDUITS, OUTLETS, ETC.. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL, MECHANICAL, AND PLUMBING DRAWINGS AND SHALL FIT HIS WORK TO CONFORM WITH THE BUILDING CONSTRUCTION, AND WITH THE OTHER TRADES.
8. ALL WALL OUTLETS NOT PROVIDED WITH A DEVICE BY THIS CONTRACTOR SHALL BE PROVIDED WITH BLANK WALL PLATES.
9. ELECTRICAL CONTRACTOR SHALL VERIFY EXACT HEIGHT OF ALL COUNTER TOPS AND BACKSPLASHES ON CASEWORK SHOP DRAWINGS, AND CHANGE SPECIFIED MOUNTING HEIGHT OF WALL OUTLETS INDICATED AS REQUIRED SO THAT BOTTOM OF OUTLET BOX IS 2" ABOVE TOP OF BACKSPLASH OR IS NO BACKSPLASH IS USED, 4" ABOVE COUNTERTOP.
10. DO NOT MOUNT OUTLETS BACK-TO-BACK. PROVIDE MINIMUM 24" SEPARATION IN FIRE RATED WALLS.
11. ALL OUTLETS IN EXPOSED CONCRETE BLOCK WALLS SHALL BE ADJUSTED AS REQUIRED TO ALLOW CUTTING OF ONLY ONE BLOCK. MAINTAIN UNIFORM HEIGHTS THROUGHOUT THE BUILDING.
12. VERIFY ALL DOOR SWINGS WITH ARCHITECT BEFORE ROUGHING LIGHT SWITCHES.
13. CONTRACTOR SHALL CHECK ALL LIGHT FIXTURES FOR EXACT TYPE MOUNTING AND SPACE REQUIRED BEFORE ROUGHING IN.
14. BRANCH CIRCUITS #12 A.W.G. AND 3/4" CONDUIT (GALVANIZED) MINIMUM. CONDUCTORS SHALL BE 98% CONDUCTIVITY COPPER, THHN TYPE INSULATION. SERVICE AND FEEDER CONDUCTORS SHALL HAVE TYPE RHH INSULATION.
15. VOLTAGE DROP: FOR 20 AMP CIRCUITS OVER 100FT. AND LESS THAN 175FT, USE #10 CONDUCTORS. FOR 20 AMP CIRCUITS OVER 174 FEET AND LESS THAN 275 FEET, USE #8 CONDUCTORS.
16. ALL CONDUITS CROSSING EXPANSION JOINTS SHALL HAVE EXPANSION TYPE FITTINGS.
17. ALL CONDUIT INDOORS SHALL BE METALLIC, EMT WHERE EXPOSED. CONDUIT EXPOSED OUTDOORS SHALL BE IMC OR RIGID. CONDUIT UNDERGROUND SHALL BE RIGID OR PVC. PVC SHALL NOT BE EXPOSED ABOVE GRADE OR FINISH FLOOR LEVEL. NO PVC IN PATIENT AREAS (EVEN IF UNDERGROUND). USE OF METALLIC (EMT) OR HEALTHCARE GRADE MC REQUIRED IN PATIENT CARE AREAS TO COMPLY WITH NEC 517.13(A) AND (B).
18. ALL RIGID AND IMC CONDUIT SHALL BE HOT DIP GALVANIZED, INSIDE AND OUT, EMT CONDUIT SHALL BE ELECTRO GALVANIZED, CONDUIT SHALL BE AS MANUFACTURED BY REPUBLIC, WHEATLAND, ALLIED OR APPROVED EQUAL.
19. ALL CIRCUIT BREAKERS SHALL BE FULLY RATED WITH INTERRUPTING CAPACITY TO MEET AVAILABLE FAULT CURRENTS.
20. ALL JUNCTION BOXES SHALL BE SUPPORTED INDEPENDENT OF CONDUIT FROM STRUCTURE ABOVE.
21. SUPPORT OF RACEWAYS SHALL BE BY FACTORY MADE SUPPORTS OR HANGERS. SUPPORTS SHALL BE MADE WITH COLD-FORMED STEEL WITH CORROSION-RESISTANT COATING.
22. TERMINATE ALL DEVICES SUCH THAT REMOVAL OF ONE DEVICE SHALL NOT INTERRUPT POWER TO DOWNSTREAM DEVICES. PROVIDE AT LEAST 6" SLACK CONDUCTOR AT EACH OUTLET.
23. BRANCH CIRCUIT SPLICES SHALL BE MADE WITH THREADED WIRE-NUT CONNECTORS.
24. CONCEAL ALL CABLES, FEEDERS, AND BRANCH CIRCUITS WHERE CEILING IS PRESENT.
25. SUPPORT LIGHT FIXTURES AT ALL FOUR CORNERS AND INDEPENDENT OF CEILING GRID.
26. RENOVATION/ADDITION SHALL BE MADE TO TIE INTO EXISTING IN A UNIFORM MANNER. SIMILAR ITEMS IN NEW BUILDING SHALL BE CHECKED AGAINST EXISTING BUILDING FOR TYPE MOUNTING, MOUNTING HEIGHTS, ETC. ANY ITEMS SHOWN IN NEW ADDITION AT VARIANCE FROM ABOVE SHALL BE REFERRED TO ARCHITECT FOR DECISION BEFORE ROUGH-IN.
27. SHOULD ANY ELECTRICAL LIGHTING, POWER OR AUXILIARY CIRCUITS BE SEVERED, DISCONNECTED OR DELETED IN THE PROCESS OF CONSTRUCTION OR REMODELING WHICH IS DONE AS A RESULT OF CONTRACT PLANS AND SPECIFICATIONS, AND UNLESS IT IS SPECIFICALLY DESIGNATED BY THE DRAWINGS TO BE DELETED, THEN SAID CIRCUIT OR FEEDER SHALL BE RESTORED TO FIRST CLASS WORKING CONDITION. THE RESTORATION SHALL INCLUDE ANY RE-ROUTING, RELOCATIONS OR REPLACEMENT AS MAY BE NECESSITATED BY THE ARCHITECTURAL AND STRUCTURAL CONSTRUCTION.
28. THESE DRAWINGS ARE A PART OF A COMPLETE SET OF ARCHITECTURAL/ENGINEERING CONTRACT DOCUMENTS. ELECTRICAL CONTRACTOR SHOULD REFER TO THE ARCHITECTURAL DRAWINGS FOR ACTUAL LOCATION OF ITEMS WHERE SPECIFIED. SEE SAID CONFIGURATIONS FOR WALL DEFINITIONS, ELEVATIONS, CASEWORK, REFLECTED CEILING PLAN, ETC. ROUGH-IN INSTALLATIONS WHICH ARE NOT LOCATED ACCORDING TO THE ARCHITECTURAL ELEVATIONS SHALL BE RELOCATED AT NO ADDITIONAL COST.
29. CEILING CLEARANCES ARE CRITICAL FOR THIS PROJECT. GENERAL CONTRACTOR MUST COORDINATE ALL TRADES TO AVOID POTENTIAL INTERFERENCES. CONFLICTS BETWEEN TRADES SHALL BE REFERRED TO THE ARCHITECT FOR RESOLUTION.
30. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE NEC AND LOCAL ORDINANCES. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS.
31. ALL SYMBOLS SHOWN ON SHEET E001 MAY NOT BE USED.
32. ALL PANELBOARDS ARE 3PH, 4W UNLESS OTHERWISE NOTED.
33. ALL BRANCH CIRCUIT CONDUIT SHALL BE GALVANIZED EMT. 3/4" CONDUIT MINIMUM.
34. ALL CIRCUITS SHOWN CONCEALED SHALL BE RUN IN FURRED CEILING SPACES AND SHALL BE CONCEALED IN CONCRETE SLAB ONLY WHEN NO FURRED CEILING SPACE IS PROVIDED.
35. ALL CONDUITS CROSSING EXPANSION JOINTS SHALL HAVE EXPANSION TYPE FITTINGS.
36. ALL OUTLET BOXES MOUNTED BACK-TO-BACK IN WALLS SHALL HAVE FIREPROOF SOUND INSULATING MATERIAL INSTALLED BETWEEN THE BOXES TO PREVENT SOUND TRANSMISSION FROM ONE ROOM TO THE OTHER.
37. ALL BRANCH CIRCUITS SHALL INCLUDE A GREEN COVERED GROUND WIRE SIZED PER NEC OR AS SHOWN. CONNECT TO EACH DEVICE AND OUTLET BOX ON THE CIRCUIT AND TO THE PANELBOARD GROUND BUS. MULTIPLE WIRE BRANCH CIRCUITS WITH COMMON NEUTRAL REQUIRE ONLY ONE GROUND WIRE. NUMBER OF WIRES SHOWN ON DRAWINGS DOES NOT INCLUDE GROUND WIRE.
38. FURNISH & INSTALL FIRE ALARM ALTERATIONS WHICH CONFORMS TO ALL NATIONAL, STATE, & LOCAL CODES. PROVIDE ADDITIONAL DEVICES AS REQUIRED. PROVIDE TO ARCHITECT A COMPLETE SET OF MANUFACTURER'S SYSTEM INSTALLATION PLANS INCLUDING RISER DIAGRAM, CONDUIT & WIRING, INTERCONNECTION DIAGRAMS, DEVICE LOCATIONS AND ALL REQUIRED CONNECTIONS TO EQUIPMENT FURNISHED BY OTHERS. PROVIDE CONDUIT & WIRING AS DIRECTED BY SYSTEM SUPPLIER. FIRE ALARM CONTRACTOR TO HOLD A CURRENT LICENSE TO CONDUCT BUSINESS ISSUED BY THE STATES FIRE MARSHAL'S OFFICE.
39. FINAL EQUIPMENT CONNECTIONS - THIS CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR & MATERIALS REQUIRED TO MAKE FINAL CONNECTIONS TO ALL EQUIPMENT FURNISHED BY THIS CONTRACTOR AND/OR EQUIPMENT FURNISHED BY OTHERS. VERIFY ALL REQUIREMENTS, CONDUCTOR SIZE, OVERCURRENT PROTECTION, PHASE, VOLTAGE, MOTOR ROTATION, ETC., WITH EQUIPMENT SUPPLIER PRIOR TO ROUGH-IN. PROVIDE FUSED DISCONNECT IF REQUIRED BY MANUFACTURER.
ELECTRICAL NOTES
2 Riverchase Office PlazaSuite 205
Hoover, AL 35244(205) 988-2069
Project Number :
www.dewberry.com
PROJECT #
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P.O. Box 240456Montgomery, AL 36124voice: 334.271.3015fax: 334.271.6797
Cherry McNab Architects
ISS
UE
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OR
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LUMINAIRE SCHEDULE
TYPEMARK LAMP WATTAGE
LAMP COLORTEMP VOLT DESCRIPTION COMMENTS / OPTIONS MANUFACTURER MODEL
C LED 4300 LM 47 W 4300 K 120 2X4 LED BASKET STYLE FIXTURE FLUXGRID 2FGG43L835-4-D-UNV-DIM
CE LED 4300 LM 47 W 4300 K 120 2X4 LED BASKET STYLE FIXTURE PROVIDE EMERGENCY BATTERY PACK FLUXGRID 2FGG43L835-4-D-UNV-DIM-EM-LED
D LED 4800 LM 47 W 3500 K 120 2X4 LED PRISMATIC TROFFER FLUXPANEL 2FXP48L835-4-DS-UNV-DIM
DE LED 4800 LM 47 W 3500 K 120 2X4 LED PRISMATIC TROFFER PROVIDE EMERGENCY BATTERY PACK FLUXPANEL 2FXP48L835-4-DS-UNV-DIM-EM-LED
LUMINAIRE SCHEDULE NOTES:
A. FIXTURES SHALL BE PROVIDED BY CONTRACTOR AS SPECIFIED.
B. FIXTURES SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING GRID.
C. VERIFY CEILING TYPES AND REQUIRED MOUNTING HARDWARE PRIOR TO ORDERING.
P.O. Box 240456Montgomery, AL 36124voice: 334.271.3015fax: 334.271.6797
Cherry McNab Architects
ISS
UE
D F
OR
:
c/o D
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Part
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15037-0010
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E100
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1/16" = 1'-0"1
KEY PLAN
1/4" = 1'-0"2
ELECTRICAL - DEMOLITION PLAN
1/4" = 1'-0"3
LIGHTING - FLOOR PLAN1/4" = 1'-0"4
POWER & AUXILIARY - FLOOR PLAN
GENERAL NOTES:
A. EXISTING CIRCUIT NUMBERS SHOWN ARE BASED ON EXISTING DRAWINGS AND ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY EXISTING CIRCUITRY PRIOR TO BEGINNING WORK.
B. PANELBOARDS A, B, AND M ARE EXISTING 120/208V, 3PH, 4W PANELBOARDS.
C. COORDINATE ALL DEVICE HEIGHTS AND LOCATION WITH MILLWORK PRIOR TO ROUGH-IN.
D. ALL RECEPTACLES IN PATIENT AREAS SHALL BE HOSPITAL GRADE. PATIENT CARE AREAS SHALL HAVE REDUNDANT GROUNDING AS REQUIRED FOR HEALTH CARE FACILITIES. ALL MC CABLE SHALL BE HOSPITAL GRADE.
E. DEDICATED RECEPTACLES SHALL BE GREY.
F. ALL 120V AND 250V NON-LOCKING RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES IN ACCORDANCE WITH NEC 406.12.
KEYED NOTES:
TIE TO EXISTING LIGHTING CIRCUIT.
COORDINATE EXACT LOCATION OF DEVICES WITH CASEWORK SUPPLIER PRIOR TO INSTALLATION.
HOMERUN TO EXISTING SPARE 20/1 BREAKER. CIRCUIT NUMBER IS PROVIDED FOR REFERENCE BASED ON EXISTING DRAWINGS.
COAXIAL CABLE PROVISIONS FOR TELEVISION. PROVIDE 1"C. TO ABOVE ACCESSIBLE CEILING WITH PROTECTIVE BUSHING. PROVIDE PLENUM RATED RG-6U WITH 100% SHIELDING (WEST PENN WIRE 25841 OR APPROVED EQUAL) BACK TO THE TELEPHONE BACKBOARD.