P.O. Box 240456 Montgomery, AL 36124 voice: 334.271.3015

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 Department2000 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

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P.O. Box 240456Montgomery, AL 36124voice: 334.271.3015fax: 334.271.6797

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Use Group:

Site Use:

Construction

Classification:

Building

Occupancy:

Cherry McNab Architects

TIX

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

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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]


Scott Carlisle

Plumbing Designer


Hoover, AL 35244

PH: 205.988.2069

EMAIL:[email protected]


Jonathan Spann

Electrical Designer


Hoover, AL 35244

PH: 205.988.2069

EMAIL:[email protected]


Katelyn Wasser

Project Manager

P.O. Box 240456

Montgomery, Al 36117

PH: 334.271.3015


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 [email protected] (615) 887-6788

A101 FLOOR PLANS

A401 MILLWORK AND FINISH DETAILSM001

M100

MECH. SCHEDULES & LEGENDS

MECHANICAL FLOOR PLANS

P100 PLUMBING SCHEDULES, NOTES LEGEND,

DETAILS AND FLOOR PLANS

E001

E100

LEGENDS, NOTES ABBREV.

ELECTRICAL FLOOR PLAN


Katelyn Wasser

Project Manager

P.O. Box 240456

Montgomery, Al 36117

PH: 334.271.3015


LIFE SAFETY PLAN LEGEND

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


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"


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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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


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.


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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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"

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3/8" = 1'-0"A401

1 STEEL CITY TREATMENT ELEVATION

1 1/2" = 1'-0"A401

2 HORIZONTAL CHASE SECTION

1 1/2" = 1'-0"A401

3 HORIZONTAL CHASE SECTION - WATER BOX

1 1/2" = 1'-0"A401

4 Millwork Detail Plan - Vertical Process Chase

ROOM FINISH SCHEDULEROOM FINISH SCHEDULEROOM FINISH SCHEDULEROOM FINISH SCHEDULE

NOTES:

1. FIRE RATED FRP ON FIRE RATED WALLS

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

SHELVING (FIELD PAINT ONLY)

NOTES

1 HR

FIRE RATING

EXISTING FINISH SCHEDULE EXISTING FINISH SCHEDULE EXISTING FINISH SCHEDULE EXISTING FINISH SCHEDULE ---- FOR REFERENCEFOR REFERENCEFOR REFERENCEFOR REFERENCE

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

FIBER INSULATION WITH FOIL SCRIM KRAFT (FSK) FACING. FLAME SPREAD CLASSIFICATION, 25

OR LESS, SMOKE DEVELOPED RATING NOT EXCEEDING 50. MINIMUM DENSITY, 1 LB./CU. FT.,

MAXIMUM THERMAL CONDUCTIVITY AT 75°F MEAN TEMPERATURE 0.26 BTU/(HR)(SQ. FT.)(°F/IN).

3) ALL RETURN AND TRANSFER DUCTWORK SHALL BE INTERNALLY INSULATED WITH 1-1/2" THICK

GLASS FIBER ACOUSTICAL/THERMAL INSULATION COMPLYING WITH NFPA 90A AND UL 181.

MINIMUM DENSITY 1-1/2 LB/CU. FT.

4) BRANCH DUCT CONNECTIONS FOR CONNECTING ROUND MEDIUM PRESSURE DUCT TO

RECTANGULAR MEDIUM PRESSURE DUCT: GALVANIZED STEEL BELLMOUTH FITTING WITH

NEOPRENE GASKET AND PRE-DRILLED MOUNTING HOLES EQUAL TO BUCKLEY AIR-TITE.

GAUGES AS REQUIRED FOR PRESSURE CLASS (24 GAUGE MINIMUM).

5) FLEXIBLE DUCTS SHALL BE THERMAFLEX MKC, FLEXMASTER TYPE 4, OR EQUAL WITH

MINIMUM R5 RATING. HANG DUCTS IN ACCORDANCE WITH MANUFACTURER'S

RECOMMENDATIONS. MAKE CONNECTIONS BETWEEN FLEXIBLE DUCTS AND AIR DEVICES OR

SPIN-INS WITH NYLON DRAW BANDS. MAXIMUM LENGTH = 5 FT.

6) AIR DEVICES SHALL BE TITUS, PRICE, OR NAILOR. SEE AIR DEVICE LEGEND.

7) TEST AND BALANCE: AFTER SYSTEMS HAVE BEEN INSTALLED COMPLETE, ADJUST AND TEST

SYSTEMS FOR PROPER OPERATION, AIR DISTRIBUTION, TEMPERATURES, AND CORRECT ALL

NOISE OR VIBRATION CONDITIONS. ALL HVAC AIR BALANCE WORK SHALL BE PERFORMED BY AN

INDEPENDENT TEST AND BALANCING AGENCY SPECIALIZING IN TESTING AND BALANCING OF AIR

CONDITIONING SYSTEMS. THE AGENCY SELECTED SHALL BE AN AABC OR NEBB MEMBER. ALL

INSTRUMENTS USED FOR TESTING AND BALANCING MUST HAVE BEEN CALIBRATED WITHIN 6

MONTHS AND CHECKED FOR ACCURACY PRIOR TO START OF WORK. PERFORM ALL TESTS AS

REQUIRED BY LOCAL CODES.

SPECIFICATION NOTES

12"/15X15

8"/9X9

10"/12X12

6"/6X6

14"/18X18

CEILING PANEL (EXCEPT FOR 6" TO BE 12X12 AND

THOSE NOTED WITH SM) AND ROUND DUCT CONNECTIONS

PROVIDE ROUND RUN-OUTS SAME SIZE AS

COORDINATE LOCATIONS WITH LIGHTINGDO NOT SCALE FROM MECH. DRAWINGS

ALL CEILING SUPPLY DIFFUSERS TO HAVE A 24X24

NECK SIZE/FACE SIZE

CEILING SUPPLY DIFFUSER SCHEDULE

CONNECTIONS. TITUS TMS.

AND TRANSFER

NECK SIZE

6x6

12x12

10x10

8x8

14x14

18x18

16x16

24x24

20x20

ALL CEILING

GRILLES TO BE TITUS MODEL 50F

SIZE AS INDICATED BELOW. PROVIDE 24X24

(R, E, T)

DO NOT SCALE FROM MECH. DRAWINGSCOORDINATE LOCATIONS WITH LIGHTING

AIR GRILLE SCHEDULE

CEILING RETURN, EXHAUST

CFM

0-100

101-250251-425426-600601-900

100-200

351-500

201-350

501-750

CFM

0-100

751-950

951-1200

1501-2000

1201-1500

PANEL TO LAY-IN CEILING TILE IF POSSIBLE. FOR 9/16"

4 WAY THROW UNLESS OTHERWISE NOTED.

FOR 9/16" NARROW MEMBER TEE CEILING APPLICATIONS.

NARROW MEMBER TEE CEILING APPLICATIONS.

CONICAL SPIN-IN WITH MANUAL DAMPER

TEMPERATURE SENSORT

AUTOMATIC DAMPER

MANUAL DAMPER

FIRE DAMPER (PROVIDE ACCESS DOOR)FD

FLAT OVAL TURNING DOWN.

FLAT OVAL TURNING UP.

RECTANGULAR SUPPLY DUCT TURNING UP

RECTANGULAR SUPPLY AIR DUCT TURNING DOWN

RECTANGULAR RETURN AIR OR EXHAUST DUCT TURNING UP

RECTANGULAR RETURN AIR OR EXHAUST DUCT TURNING DOWN

MAXIMUM 5' FLEXIBLE DUCT ALL BRANCH DUCTS

ROUND DUCT TURNING DOWN

ROUND DUCT TURNING UP

RECTANGULAR 90° ELBOW WITH TURNING VANES FOR SUPPLY.

W X H

ROUND DUCT SYMBOL

RECTANGULAR DUCT (WIDTH X HEIGHT)

(CFM) S SUPPLY DIFFUSER

(CFM) R RETURN GRILLE

(CFM) E EXHAUST GRILLE

(CFM) T TRANSFER AIR GRILLE

(CFM) SR SIDEWALL REGISTER

RECTANGULAR BRANCH OFF OF RECTANGULAR DUCT

RISE OR DROP IN DUCT

COMBINATION SMOKE/FIRE DAMPER (PROVIDE ACCESS DOOR)SFD

AD

WITH MANUAL DAMPER

DUCTWORK LEGEND

HUMIDITY SENSORH

CO2 MONITORC

MD

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 R O F E S S I O N A L

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09-22-21

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15I.T.

16JAN.-1

17LOUNGE

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ELEC. PANELS

F.E.

TVT

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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

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Hoover, AL 35244(205) 988-2069

Project Number :

www.dewberry.com

PROJECT #

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1/16" = 1'-0"1

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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

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MNSEECI D

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N E E RIGNE

No. 29121


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09-22-21

T.V

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F.E.

F.E.

F.E.

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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

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9

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AS

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CA

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ELEC. PANELS

WHEEL

CHAIRS

PAT. PREP.

MED

PREP

E.W.

LOCKERS

D.F.

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NEW STORAGE

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12 11

EXISTINGSTORAGE

P.T.-2

ELEC. PANELS

NEW STORAGE

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12 11

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


Hoover, AL 35244(205) 988-2069

Project Number :

www.dewberry.com

PROJECT #

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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

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N E E RIGNE

No. 29121


W

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CO

NE

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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


Hoover, AL 35244(205) 988-2069

Project Number :

www.dewberry.com

PROJECT #

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ISS

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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.

GROUND SLOT UP

RACEWAY

OUTLET BOX

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GROUNDING SCREW

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NSEECI DL

N E E RIGNE

PROFESSIONAL

No. 38572

A

L A B A M

A

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NATHAN C. SPA

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9/22/2021

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EXISTING TELEPHONE BACKBOARD

EXISTING FACP


Hoover, AL 35244(205) 988-2069

Project Number :

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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.

1

2

3

1/4" = 1'-0"5

EXISTING IT ROOM4

NSEECI DL

N E E RIGNE

PROFESSIONAL

No. 38572

A

L A B A M

A

JO

NATHAN C. SPA

NN

9/22/2021

Documents

P.O. Box 240456 Montgomery, AL 36124 voice: 334.271.3015