CTC PAULDING COUNTY NURSING PROGRAM

VICINITY MAP

NORTH

TEL: 404.770.0103

PROJECT DIRECTORY

GEORGIA STATE FINANCING & INVESTMENTCOMMISSION, SECOND FLOOR270 WASHINGTON STREET SWATLANTA, GA 30334

OWNER:

USING AGENT:

INTERIORS:

MECHANICAL ELECTRICAL & PLUMBING:

SITE

GENERAL NOTES

1. THESE DRAWINGS ARE THE PROPERTY OF JERICHO DESIGN GROUP, LLC AND SHALL NOT BE REPRODUCED OR COPIED (PHYSICALLY AND/OR DIGITALLY) IN PART OF WHOLE. THEY ARE TO BE USED FOR THIS PROJECT ONLY AND ARE NOT TO BE USED ON ANY OTHER PROJECT.2. DRAWINGS AND SPECIFICATIONS ARE INTENDED TO AGREE AND BE MUTUALLY EXPLANATORY. THEY SHALL BE ACCEPTED/USED AS A WHOLE; NOT SEPARATELY. SHOULD ANY ITEMS BE OMITTED FROM THE DRAWINGS AND BE HEREIN SPECIFIED, OR VICE VERSA, IT SHALL BE EXECUTED THE SAME AS IF SHOWN AND COMBINED IN BOTH. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SUPPLY ENTIRE SET TO EACH SUBCONTRACTOR.3. THE CONTRACTOR IS TO NOTIFY ARCHITECT OF ANY DISCREPANCIES AFTER FULL REVIEW OF CONTRACT DOCUMENTS TO INCLUDE BUT NOT LIMITED TO ERRORS, OMISSIONS, INCONSISTENCIES, DISCREPANCIES, AND CONFLICTS WITH THE DRAWINGS/SPECIFICATIONS OR AS RELATED TO FIELD CONDITIONS. CONTRACTOR TO CONTACT ARCHITECT IMMEDIATELY TO DISCUSS A RESOLUTION.4. DO NOT SCALE THE DRAWINGS UNDER ANY CONDITION.5. WORK PERFORMED SHALL BE IN ACCORDANCE TO ALL FEDERAL, STATE AND LOCAL BUILDING CODE REQUIREMENTS PER INDUSTRY STANDARDS. ALL REQUIRED PERMITS AND FEES ASSOCIATED ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR NECESSARY FOR START AND COMPLETION OF THE PROJECT. COPIES OF INSPECTIONS AND PERMITS SHALL BE FURNISHED TO OWNER AT REQUEST AND/OR AT PROJECT CLOSEOUT.6. CONTRACTOR TO TAKE PRECAUTIONS IN PROTECTING THE WORK DURING CONSTRUCTION. ANY DAMAGE TO BE RESTORED TO ORIGINAL CONSTRUCTION BY THE CONTRACTOR. PATCH AND REPAIR ALL ITEMS DAMAGED OR ALTERED DURING CONSTRUCTION BY THE CONTRACTOR. ALL PATCHES SHALL BLEND WITH ADJACENT MATERIAL, COLOR, FINISH, AND TEXTURE. ALL EXISTING WORK FURNISHINGS, EQUIPMENT OR MATERIAL TO REMAIN THAT ARE DAMAGED BY THE CONTRACTOR'S OPERATION SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.7. REQUESTS FOR SUBSTITUTIONS MUST BE SUBMITTED IN WRITING TO THE ARCHITECT FOR CONSIDERATION ONLY IF IMPACT TO SCHEDULE, COST CHANGE OR QUALITY OF PRODUCT. ACCEPTANCE BY ARCHITECT DOES NOT IDENTIFY PRODUCT TO BE OF BETTER QUALITY THAN SPECIFIED PRODUCT.8. SEAL ALL EXTERIOR PENETRATIONS AND VOIDS ON EXTERIOR BUILDING ENVELOPE.9. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN FIELD CONDTITION/S AND CONTRACT DOCUMENTS PRIOR TO ANY CONSTRUCTION ACTIVITY IN AREA OF CONCERN.10. THE LOCATION OF THE EXISTING UTILITIES & STRUCTURES SHOWN HEREIN ARE APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE & ACTUAL LOCATIONS OF ALL, SHOWN OR NOT SHOWN. ANY DAMAGES RESULTING BY CONTRACTORS’ ACTIVITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR.11. THE CONTRACTOR SHALL PROVIDE ADEQUATE BRACING & SHORING FOR ALL WORK DURING THE CONSTRUCTION PERIOD.12. PROVIDE SEPARATION BETWEEN ALL DISSIMILAR METALS INCLUDING SCREWS, NAILS & OTHER FASTENING DEVICES TO AVOID GALVANIC CORROSION.13. PROVIDE EXPANSION AND CONTROL JOINTS IN ALL WORK AS PER PRODUCT MANUFACTURER'S STANDARDS, OR SPECIFICATIONS, UNLESS NOTED OTHERWISE.

ABBREVIATIONS

1 A-3.1

WOOD DIMENSIONAL

ROOM NAME & NUMBER

COLUMN AND GRID NUMBER

DOOR REFERENCE NUMBER

SOLID GROUT

'SIM' - SIMILAR

SECTION MARK

ENLARGED PLAN / DETAIL MARK

'OH' - OPPOSITE HAND

ELEVATION MARK

WINDOW REFERENCE NUMBER

SHEATHING

RIGID INSULATION

BATT INSULATION

PLASTER, GYPSUM WALLBOARD

EARTH

CONCRETE

WOOD

STEEL, IRON

BRICK

GRANULAR

101

OFFICE

001

SF-1

SYMBOLS

A

MORTAR NET

DRAWING INDEX

TEL: 404.327.6947TECHNICAL COLLEGE SYSTEM OF GEORGIA1800 CENTURY PLACE NESUITE 400ATLANTA, GA 30345

DAVID SIMMONSTEL: [email protected]

CHATTAHOOCHE TECHNICAL COLLEGE980 SOUTH COBB DRIVEMARIETTA, GA 30060

WHITNEY REGATEL: [email protected]

JERICHO DESIGN GROUP102 MARY ALICE PARK ROADSUITE 103CUMMING, GA 30040

KEN BOVETEL: [email protected]

CONWAY & OWEN1455 BLUEGRASS LAKES PARKWAYALPHARETTA, GA 30004

CLIENT:

@ ATACT ACOUSTICAL CEILING TILEA.F.F. ABOVE FINISHED FLOORALUM. ALUMINUMB/ BOTTOM OFBD. BOARDBLDG. BUILDINGBR BRICKBRG BEARINGCFMF COLF FORMED METAL FRAMINGC.L. CENTER LINECLR CLEARC.J. CONTROL JOINTCMU CONCRETE MASONRY UNITCOORD. COORDINATECOL COLUMNCONC. CONCRETECONT. CONTINUOUSØ DIAMETERDWG. DRAWINGD.S. DOWN SPOUTEA. EACHELEV. ELEVATIONELEC. ELECTRICE.S. EQUIPMENT SUPPLIEREXP. EXPANSIONEXT. EXTERIORE.W.C. ELECTRIC WATER COOLERF.D. FLOOR DRAINFEC FIRE EXTINGUISHER CABINETF.F. FINISHED FLOORFL. FLOORF.O. FACE OFF.O.F. FACE OF FINISHF.O.M. FACE OF MASONRYFOIC FURNISHED BY OWNER INSTALLED

BY CONTRACTORF.R. FIRE RETARDANTFRAN. FRANCHISEEFRP FIBERGLASS REINFORCED POLYESTER

G.C. GENERAL CONTRACTORGYP. BD. GYPSUM BOARDH.M. HOLLOW METALHT HEIGHTI.B.C. INSTALLED BY CONTRACTORJT. JOINTL.L. LANDLORDMFR. MANUFACTURERMAT. MATERIALMAX. MAXIMUMMECH. MECHANICALMIN. MINIMUMMTL. METALNC. NON-COMBUSTIBLEN.I.C. NOT IN CONTRACTN.T.E. NOT TO EXCEEDN.T.S. NOT TO SCALEO.D. OVERFLOW DRAINOPP. OPPOSITEPL. PLASTIC LAMINATEPLYWD. PLYWOODPR. PAIRP.T. PRESSURE TREATEDO.C. ON CENTERR.D. ROOF DRAINS.B.O. SUPPLIED BY OWNERSCHED. SCHEDULESIM. SIMILARSTL. STEELSTRUCT. STRUCTURALT/ TOP OFT&G TONGUE AND GROOVETYP. TYPICALU.N.O. UNLESS NOTED OTHERWISEVERT. VERTICALVWC VINYL WALL COVERINGW WIDEW/ WITHWD. WOODW.W.F. WELDED WIRE FABRIC

14. ALL DIMENSIONS ARE WITNESSED TO THE OUTSIDE FACE OF MASONRY, FACE OF STUD, CENTER OF COLUMN, TOP OF STRUCTURAL CONCRETE SLAB OR ROUGH WINDOW OPENING UNLESS NOTED OTHERWISE.15. NOTES APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS AND MATERIALS. SHEETS ARE TO BE REVIEWED AND NOTES ON INDIVIDUAL SHEETS SHALL BE APPLIED TO RELATED DRAWINGS AND DETAILS.16. INTERIOR PARTITION MOVEMENT CONTROL - VERTICAL CONTROL JOINTS FOR ANY WALL LENGTH ARE TO OCCUR AT NOT MORE THAN 30'-0" O.C. IN THE HORIZONTAL DIRECTION, UNLESS NOTED OTHERWISE.17. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL PARTS OF THE WORK SO THAT NO WORK SHALL BE LEFT IN AN UNFINISHED OR INCOMPLETE CONDITION.18. THE PROJECT AND ALL INTERIOR SPACES SHALL BE COMPLETELY OPERATIONAL UPON TURNOVER OF SPACE, THESE ARE TO INCLUDE SYSTEMS NOT LIMITED TO ARCHITECTURAL, INTERIORS, STRUCTURAL, CIVIL, MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION SYSTEMS.19. IT IS THE CONTRACTOR’S RESPONSIBILITY TO COORDINATE LOCATIONS AND/OR ELEVATIONS OF FLOOR DRAINS, REGISTERS, GRILLES, LOUVERS, DUCTS, UNIT HEATERS, PANELS, ETC. WITH STRUCTURAL MECHANICAL AND ELECTRICAL CONTRACTORS.20. BOLTING OF WOOD TO STRUCTURAL MEMBERS SHALL BE WITH A MINIMUM OF 1/2" BOLTS X 4'-0" O.C. UNLESS NOTED OTHERWISE ON CONSTRUCTION DOCUMENTS AND/OR SPECIFICATIONS.21. ALL EXTERIOR LUMBER EXPOSED TO MOISTURE SHALL BE PRESSURE PRESERVATIVE TREATED.22. CONTRACTOR SHALL COMPLY WITH STATE BUILDING CODES IN FIRESTOPPING ALL FLOOR PENETRATIONS.23. METAL STUDS AND HANGER WIRE ARE NOT TO BE ATTACHED DIRECTLY TO FLOOR/CEILING MTL DECKING. ATTACH TO STRUCTURAL STEEL, BAR JOIST, MISCELLANEOUS STEEL OR CONCRETE STRUCTURE ONLY. IF THE TOP TRACK OF THE METAL STUDS AND HANGER WIRE MUST BE CONNECTED TO METAL DECK, SEE STRUCTURAL NOTES FOR ATTACHMENT CRITERIA.24. GENERAL: ALL WOOD FRAMING/BLOCKING IN TYPE II CONSTRUCTION SHALL BE FIRE RETARDANT TREATED WOOD IN ACCORDANCE WITH 2012 IBC SECTION 603.25. IF EVIDENCE SUGGESTS THE PRESENCE OF MOLD ON, BEHIND OR WITHIN SURFACES OR MATERIALS (I.E., INCLUDING, BUT NOT LIMITED TO EXISTING GYPSUM BOARD, EXISTING FLOOR FINISHES AND/OR EXISTING CEILING TILE), IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AREA, REMOVE PORTION OF MATERIAL WITH MOLD AND PATCH/REPAIR TO LIKE NEW CONDITION.26. ANY ALTERATION OR ANY INSTALLATION OF EQUIPMENT SHALL MEET AS NEARLY AS PRACTICABLE THE REQUIREMENTS FOR NEW CONSTRUCTION IN ACCORDANCE WITH NFPA 101: 4.6.7, 2018 EDITION.27. ALL DEMOLITION WORK SHALL COMPLY WITH THE REQUIREMENT OF NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS, 2018 EDITION.28. ALL ALTERATIONS OR MODIFICATIONS TO EXISTING BRANCH LINES OF THE EXISTING SPRINKLER SYSTEM SHALL BE SUBMITTED ALONG WITH HYDRAULIC CALCULATIONS TO THE STATE FIRE MARSHALL FOR APPROVAL IS WORK IS OUTSIDE THE SCOPE OF SECTIONS 4.4.1 THROUGH 4.4.4 OF THE RULES AND REGULATIONS OF THE SAFETY FIRE COMMISIONER, CHAPTER 120-3-3, WHICH ADDS SECTION 4.4 TO NFPA 13.

KEY PLAN

DOUG SHAWTEL: [email protected]

JERICHO DESIGN GROUP102 MARY ALICE PARK ROADSUITE 103CUMMING, GA 30040

ARCHITECT:

NORTH

WALL TAGA

102 Mary Alice Park Road, Suite 103Cumming, GA 30040

2020,

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CTC PAULDING COUNTY NURSING PROGRAMRELEASED FOR PERMIT

SHEET NO. SHEET NAME

01 COVER

CS-1.01 COVER SHEET

02 LIFE SAFETY

LS-1.01 LIFE SAFETY

03 GENERAL

G-1.01 ADA REGULATORY DETAILS & DIAGRAMS

G-2.01 PARTITION TYPES

G-3.01 SPECIFICATIONS

G-3.02 SPECIFICATIONS

07b ARCHITECTURAL

D-1.01 DEMOLITION PLAN

07c ARCHITECTURAL

A-1.01 REFERENCE PLAN

A-2.01 REFLECTED CEILING PLANS

A-7.01 DOOR & WINDOW SCHEDULE AND ELEVATIONS

08 INTERIORS

ID-2.51 ENLARGED FINISH PLANS & ELEVATIONS

ID-2.52 ENLARGED FINISH PLANS & ELEVATIONS

ID-5.01 INTERIOR SECTIONS & DETAILS

ID-6.01 FURNITURE & EQUIPMENT PLANS

11 PLUMBING

P-0.1 LEGENDS, NOTES, SCHEDULES, & DETAILS - PLUMBING

P-1.0 DEMOLITION PLAN - PLUMBING

P-2.0 FLOOR PLAN - PLUMBING

12 MECHANICAL

M-0.1 LEGEND, SCHEDULES & DETAILS - HVAC

M-0.2 SPECIFICATIONS - HVAC

M-1.0 DEMOLITION PLAN - MECHANICAL

M-2.0 FLOOR PLAN - HVAC

13 ELECTRICAL

E-0.1 ELECTRICAL LEGEND & NOTES

E-0.2 ELECTRICAL DETAILS

E-1.0 DEMOLITION PLAN - ELECTRICAL

E-2.0 FLOOR PLAN - ELECTRICAL

E-3.0 FLOOR PLAN - LIGHTING

No. DATE DESCRIPTION

LIFE SAFETY PLAN LEGEND

SEPARATION PER IBC CHAPTER 5

2-HOUR RATED PARTITION

1-HOUR RATED PARTITION

SMOKE PARTITION

OCCUPANCY PER LSC 7.3.1.2 PER GEORGIA AMENDMENTS TO THE IBC

EXTINGUISHER LOCATION PER NFPA 10

FIRE EXTINGUISHER IN RECESSED CABINET

BRACKET MOUNTED FIRE EXTINGUISHER

CAPACITY PER LSC 7.3.3.1

STAIRS = 0.3"/PERSONDOORS = 0.2"/PERSON32"W DOOR = 30" CLR. = 150 CAPACITY36"W DOOR = 34" CLR. = 170 CAPACITY42"W DOOR = 40" CLR. = 200 CAPACITY48"W DOOR = 46" CLR. = 230 CAPACITY68"W DOOR = 64" CLR. = 320 CAPACITY72"W DOOR = 68" CLR. = 340 CAPACITY96"W DOOR = 92" CLR. = 460 CAPACITY

DOORS PER IBC 715.4

EXIT SIGNS PER IBC 1011

EXIT SIGNAGE (SHADING INDICATES FACE OF SIGN; ARROW SHOWN INDICATES DIRECTION)

AREA SF / OCCUPANT LOAD FACTOR = OCCUPANCY COUNT(REFER TO PLANS FOR ROOM OCCUPANCY CALCULATIONS)

ALLOWABLE DISTANCE PER LSC 12.2.6

TRAVEL DISTANCE LIMIT - MAX. 300 FT. SPRINKLERED

COMMON PATH LIMIT - MAX. 100 FT. SPRINKLERED

DEAD END LIMIT - MAX. 50 FT. SPRINKLERED

PATH OF EGRESS WITHIN BUILDING

TRAVEL DISTANCE & COMMON PATH (SEE NOTES ON PLANS)

NUMBER OF EXITS PER IBC 1015 & LSC 7.4.1.2

00 ACTUAL EGRESS COUNT

EGRESS CAPACITY OF EXIT

EGRESS CAPACITY OF STAIR

00

00

FEC

FE

NON-RATED PARTITION

BUILDING DATA

OCCUPANCY CLASSIFICATION:EXISTING BUSINESS (NFPA CHPT. 3) BROUP B (IBC CHPT 6)

TYPE OF CONSTRUCTION (IBC): IIBRENOVATION, PROTECTED, SPRINKLERED (OFFICE BUILDING)

AREA OF WORK BUILDING AREAS (IBC):ROOMS 203, 206, 208 = 1,634 GSFROOMS 238, 239, 240 = 2,464 GSF

BUILDING OCCUPANCY (NFPA):ROOMS 203, 206, 208 = 11 PERSONSROOMS 238, 239, 240 = 17 PERSONS

INTERIOR WALL AND CEILING FINISH REQUIREMENTS (IBC TABLE 803.9):EXIT ENCLOSURES AND EXIT PASSAGEWAYS BCORRIDORS CROOMS AND ENCLOSED SPACES C

OCCUPANCY SEPARATIONS (IBC TABLE 508.3.3):B TO S-1 = 0 HRSB TO S-2 = 1 HRSS-2 TO S-1 = 1 HRS

APPLICABLE CODESAPPLICABLE CODES

2018 INTERNATIONAL BUILDING CODEWITH GEORGIA AMENDMENTS (2020)

2018 INTERNATIONAL FIRE CODEWITH GEORGIA AMMENDMENTS (2020)

2018 INTERNATIONAL PLUMBING CODEWITH GEORGIA AMENDMENTS (2020)

2018 INTERNATIONAL MECHANICAL CODEWITH GEORGIA AMENDMENTS (2020)

2018 INTERNATIONAL FUEL GAS CODEWITH GEORGIA AMENDMENTS (2020)

2020 NATIONAL ELECTRICAL CODE(NO GEORGIA AMENDMENTS)

2015 INTERNATIONAL ENERGY CONSERVATION CODEWITH GEORGIA SUPPLEMENTS AND AMENDMENTS (2020)

2018 NFPA 101, LIFE SAFETY CODEWITH GEORGIA AMENDMENTS (2020)

2019 NFPA 72, NATIONAL FIRE ALARM & SIGNALING CODEWITH GEORGIA AMENDMENTS (2020)

2019 NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKERSYSTEMS WITH GEORGIA AMENDMENTS (2020)

2010 ADA STANDARDS, PER RULES AND REGULATIONS OF THESAFETY FIRE COMMISSIONER 120-3-20A

NOT IN CONTRACT

BUILDING AREAS (IBC):ACTUAL FLOOR AREA

FIRST FLOOR 23,999 SFSECOND FLOOR 22,715 SF

TOTAL 46,714 SF

C D E F

G

4

4.1

3

138 SF

PATIENT

206A

138 SF

PATIENT

206B

139 SF

PATIENT

206C

138 SF

PATIENT

206D

138 SF

PATIENT

206E

244 SF

NURSING LAB

206

187 SF

OBSERVATION

203

238 SF

NURSE

STATION

206F

BUSINESS

OCC. = 1

BUSINESS

OCC. = 2

BUSINESS

OCC. = 1

BUSINESS

OCC. = 1

BUSINESS

OCC. = 1

BUSINESS

OCC. = 1

BUSINESS

OCC. = 2

BUSINESS

OCC. = 2

STAIR 1 COMMON PATH = 18'-9"

TOTAL DISTANCE = 78'-2"

FEC

7

8

9

9.5

10

10.5

11

12

13

H L2J2H1 K L118 SF

PATIENT

240A 94 SF

OBSERVATION

240B

118 SF

PATIENT

240C

1912 SF

NURSING LAB

240

82 SF

DEBRIEF

239

82 SF

DEBRIEF

238

BUSINESS

OCC. = 1

BUSINESS

OCC. = 1

BUSINESS

OCC. = 1

BUSINESS

OCC. = 13

BUSINESS

OCC. = 1

BUSINESS

OCC. = 1

COMMON PATH = 14'-1"

TOTAL DIST.= 97'-7"

STAIR 2

ROOM 238, 239, 240

ROOM 203, 206, 208


2020,

Jericho D

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SCALE: 1/8" = 1'-0"

Life Safety plan - Room 203,206,2081 SCALE: 1/8" = 1'-0"

Life Safety plan - Room 238,239,2402 SCALE: 1 1/2" = 1'-0"

Second Floor Key Plan3 N.T.S.


44"

40"

SOAP DISPENSER

TOWEL DISPENSER

48"

FIRE EXTINGUISHER

FIRE EXTINGUISHER

CABINET

FINISHED FLOOR

48"

30" MIN

17"

- 25"

60" MIN

56"

MIN

48"

MIN

60" MIN

59"

MIN

WATER CLOSETS (FLOOR MOUNTED OR WALL HUNG) & WALL HUNG

TOILET COMPARTMENTS

FLOOR MOUNTED TOILET COMPARTMENTS

WATER FOUNTAIN

60"

MIN 18" MIN

24" PREFERRED

48"

MIN

X

Y60"

MINX

36" MIN

Y42"

MIN

Y48"

MIN

24" MIN 24" MIN

Y42"

MIN

PULL SIDE PUSH SIDE

PULL SIDE PUSH SIDE

PULL SIDE PUSH SIDE

FRONT APPROACH

NOTE: X = ADD 12" TOWIDTH IF DOOR HASBOTH CLOSER AND LATCH

NOTE: Y=48" MIN. IF DOOR HAS BOTH CLOSER AND LATCH

NOTE: X=42" MIN. IF Y=54"

NOTE: Y=54" MIN. IF DOOR HAS CLOSER

HINGE-SIDE APPROACH

LATCH-SIDE APPROACH

MIN

22"

NOTE: Y=48" MIN. IF DOOR HAS BOTH CLOSER AND LATCH

NO

D

BRAILLE DOT

ROUNDED DOT(ACCEPTABLE)

SQUARED DOT(NOT ACCEPTABLE)

B

1. CHARACTER TYPE: CHARACTERS ON SIGNS SHALL BE RAISED 1/32"MINIMUM AND SHALL BE SANS SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE II BRAILLE.

2. CHARACTER SIZE: RAISED CHARACTERS SHALL BE A MINIMUM OF 5/8"(15.9mm) AND A MAXIMUM OF 2" (51mm) HIGH.

3. FINISH AND CONTRAST: CONTRAST BETWEEN CHARACTERS, SYMBOLS AND THEIR BACKGROUND MUST BE 70% MINIMUM AND HAVE A NON-GLARE FINISH.

4. PROPORTIONS: CHARACTERS ON SIGNS SHALL HAVE A WIDTH-TO-HEIGHT RATIO OF BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH-TO-HEIGHT RATIO OF BETWEEN 1:5 AND 1:10.

ALL LETTERS MEASURED MUST BE UPPERCASE. AFTER CHOOSING A TYPESTYLE TO TEST, BEGIN BY PRINTING THE LETTERS I, X AND O AT 1 INCH HIGH. PLACE THE TEMPLATE'S 1:1 SQUARE OVER THE X OR O, WHICHEVER IS NARROWER. IF THE CHARACTER IS NOT SMALLER THAN 1 INCH, NOR NARROWER THAN THE 3:5 RECTANGLE TO DETERMINE IF THE STROKE OF THE I IS TOO BROAD, AND THE 1:10 RECTANGLE TO SEE IF IT IS TOO NARROW. IF ALL THE TESTS ARE PASSED, THE TYPESTYLE IS COMPLIANT WITH PROPORTION CODE.

5. BRAILLE: GRADE II BRAILLE SHALL BE USED WHENEVER BRAILLE IS REQUIRED IN OTHER PORTIONS OF THESE STANDARDS. SEE CHART FOR DIMENSIONS.

1:1100%

3:560%

1:520%

1:1010%

CHARACTER WIDTH STROKE WIDTH

BRAILLE CELLC

AE

MIN - MAXMEASUREMENT RANGE

A: DOT BASE DIAMETERB: DOT HEIGHTC: DISTANCE BETWEEN CORRESPONDING

DOTS IN ADJACENT CELLSD: DISTANCE BETWEEN DOTS IN THE

SAME CELLE: DISTANCE BETWEEN CORRESPONDING

DOTS FROM ONE CELL DIRECTLY BELOW

0.059" - 0.063"0.025" - 0.037"0.241" - 0.300"

0.090" - 0.100"

0.395" - 0.400"

TEMPLATE FOR CHECKING CHARACTER AND STROKE WIDTH TO HEIGHT PROPORTIONS

NOTE:5/8"-2" UPPER CASE TEXT RAISED 1/32" IN SANS SERIF OR SIMPLE SERIF TYPEFACE WITH GRADE II BRAILLE

LEFT STRAIGHT

ACCESSIBLE STRUCTURERIGHT

1'-0".

1'-0".

R

T

F

6' -

8"

TO

BT

M O

F S

TR

OB

E L

EN

S

5' -

0"

3' -

2"

UN

O

1' -

3"

UN

O

6" CLEAR OF LARGEST DEVICE, UNO

ALIGN DEVICES VERTICALLY WHERE SHOWN STACKED IN PLAN VIEW

LIFE SAFETY DEVICES-CENTER ABOVE ELEC DEVICES, SIGNS, OR FEC BELOW, UNO

WALL MTD SIGNAGE, WHERE SCHED

DOOR LATCH, PANIC DEVICE

LIGHT SWITCHES

TELECOM, OCCUPANCY SENSOR, FIRE ALARM

CARD READER, DOOR CONTROL DEVICES

DOOR FRAME/WALL OPNG WHERE OCCURS

VOICE/DATA/POWER DEVICES, UNO

LOCATE DEVICES 6" FROM DOOR/WALL OPNG, OR AS DIMENSIONED, WHERE NOT DIMENSIONED, LOCATE @ NEAREST MET STUD FROM LOCATION SHOWN ON FLOOR PLAN

PLAN VIEW

ELEV VIEW

3' -

0"

UN

O

3' -

6"

4' -

0"

TA

CT

ILE

CH

AR

AC

TE

R

5' -

0"

MA

X @

HIG

HE

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NOTE: LOCATE SIGN ALONGSIDE THE DOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR. WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18"X18" MIN, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. WHEN MOUNTED, RAISED CHARACTER BASE LINES MUST FALL BETWEEN 48" AND 60" AFF

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A. SYMBOL PROPORTIONS B. DISPLAY CONDITIONS

NOTE:

SYMBOL SIZE SHALL BE AS SCHEDULED IN SIGN LAYOUT DIAGRAMS. STROKE WIDTH TO HEIGHT RATIO SHALL BE BETWEEN 1:5 & 1:10.

SIGN LETTERS/ NUMBERS WIDTH TO HEIGHT RATIO SHALL BE BETWEEN 1:5 & 1:10.


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G-1.01

ADA REGULATORYDETAILS &DIAGRAMS

07/15/2021 21033

Author Checker

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SCALE: 3/8" = 1'-0"

MOUNTING HEIGHTSA1

SCALE: 3/8" = 1'-0"

ADA CLEARANCESE5

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

DOOR CLEARANCESB5SCALE: 12" = 1'-0"

BRAILLE REQUIREMENTSB1

NOT TO SCALE

DIRECTIONAL WALL SYMBOLSD1

SCALE: 3/8" = 1'-0"

DEVICE ALIGNMENT DIAGRAMB3

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

SIGNAGE MOUNTING REQMTSD3SCALE: 12" = 1'-0"

INTERNATIONAL ACCESSIBILITYSYMBOLD2


GENERAL PARTITION NOTES

1. STUD DESIGN CRITERIA: ALL INTERIOR, NON-LOAD BEARING METAL STUDS SHALL BE 20 GAUGE (MIN.) UNLESS OTHERWISE NOTED. PROVIDE 5 PSF MIN. APPLIED LATERAL LOAD, L/240 MAX. DEFLECTION.2. ALL FIRE RATED PARTITIONS MUST EXTEND AND SEAL TO STRUCTURE ABOVE.3. INSTALLATION OF GYPSUM BOARD, BACKER BOARD AND BASE BOARD SHALL CONFORM TO REQUIREMENTS FOR FIRE RATINGS AND ACOUSTICAL RATINGS. 4. PROVIDE WATER RESISTANT TYPE GYPSUM BOARD AT AREAS THAT ARE NOTED IN ROOM FINISH SCHEDULE TO RECEIVE CERAMIC OR PORCELAIN TILE FINISH INCLUDING RESTROOMS.5. PROVIDE 5/8" GYPSUM BOARD UNLESS OTHERWISE NOTED.6. PROVIDE 5/8" TYPE X GYPSUM BOARD AT FIRE RATED PARTITIONS.7. METAL STUD GAUGE (IF NOTED) AND UL TEST NUMBERS WILL VARY DEPENDING ON THE MANUFACTURER OF COMPONENTS ACTUALLY USED.8. PENETRATIONS IN RATED PARTITIONS AND CONNECTIONS OF THE PARTITIONS TO OTHER PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDED DETAILS AND IN COMPLIANCE WITH APPLICABLE TESTING AGENCY REQUIREMENTS.9. INSTALL BLOCKING OR BACKER MATERIAL FOR ATTACHMENT / MOUNTING OF WALL HUNG ITEMS, ACCESSORIES, FIXTURES, FURNITURE OR EQUIPMENT DESCRIBED IN THE DOCUMENTS. PROVIDE BLOCKING TO MATCH THE OVERALL HEIGHT AND WIDTH OF ALL WALL MOUNTED MONITORS AND TVS.10. WHEN INSTALLING GYPSUM BOARD, CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE MOST CURRENT EDITION OF THE GYPSUM ASSOCIATION "GA-600" FIRE RESISTANCE DESIGN MANUAL AND THE MOST CURRENT EDITION OF THE UL FIRE RESISTANCE DIRECTORY.11. PARTITIONS THAT ARE REQUIRED TO EXTEND TO THE DECK ABOVE SHALL HAVE THE GYPSUM BOARD CUT TO FIT WITHIN A 1/4" MAXIMUM TOLERANCE TO THE SHAPE OF THE DECK ABOVE. GYPSUM BOARD SHALL BE CONTINUOUSLY SEALED FOR THE FULL DEPTH OF THE GYPSUM BOARD WITH FLEXIBLE SEALANT.12. GYPSUM BOARD SHALL BE CUT SO THAT THE CLEARANCE BETWEEN METALLIC ELECTRICAL OUTLET BOXES AND THE GYPSUM BOARD DOES NOT EXCEED 1/8".13. THE BOTTOM OF THE GYPSUM BOARD AT INTERIOR PARTITIONS SHALL BE 1/4" MINIMUM AND 1/2" MAXIMUM ABOVE THE CONCRETE FLOOR SLAB AND SHALL BE SEALED FOR THE FULL DEPTH OF THE GYPSUM BOARD WITH FLEXIBLE SEALANT.14. REFER TO THE LIFE SAFETY FLOOR PLANS FOR EXTENT OF FIRE WALL RATINGS.15. ALL ELEMENTS OF ACOUSTIC RATED PARTITIONS SHALL EXTEND TO ROOF STRUCTURE OR FLOOR DECK ABOVE.16. PARTITION TYPES DESCRIBE GENERAL REQUIREMENTS FOR PARTITIONS. REFER TO THE MANUFACTURER'S SPECIFICATIONS AND REQUIREMENTS OF APPLICABLE TESTING AGENCIES FOR SPECIFICS OF PARTITION CONSTRUCTION.17. WHERE A CLEAR DIMENSION OR OPENING IS REQUIRED OR NOTED, MEASURE DIMENSION TO FACE OF PARTITION FINISH.18. REFER TO INTERIOR FINISH SCHEDULE FOR ALL WALL FINISHES.19. ALL FIRE AND/OR SMOKE BARRIERS OR WALLS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING ABOVE A DECORATIVE CEILING AND OR IN CONCEALED SPACES WITH LETTERS A MINIMUM OF TWO (2) INCHES HIGH ON A CONTRASTING BACKGROUND SPACED A MAXIMUM OF TWELVE (12) FEET ON CENTER WITH A MINIMUM OF ONE PER WALL OR BARRIER IN ACCORDANCE WITH MODIFICATIONS OF THE 2018 STANDARD FIRE PREVENTION CODE, 120-3-3, CHAPTER 5 OF THE RULES AND REGULATIONS OF THE FIRE SAFETY COMMISSIONER. THE HOURLY RATING SHALL BE INCLUDED ON ALL RATED BARRIERS AND WALLS. SUGGESTED WORDING '(--) HOUR FIRE AND SMOKE BARRIER - PROTECT ALL OPENINGS'.

UNDERSIDE OF STRUCTURE

MTL. STUD BRACING ALTERNATE DIRECTION @ 4'-0" O.C. (TYP.)

FINISH CEILING (SEE FINISH SCHEDULE)

MTL. STUD FRAMING @ 16" O.C.

WALL BASE(SEE FINISH SCHEDULE)

FINISH FLOOR(SEE FINISH SCHEDULE)

5/8" GWB EACH SIDE

6"

MTL. STUD PARTITION TO 6" ABOVE CEILING

WALL TYPE DESCRIPTION FIRE RATING U.L. # STC

B3 3 5/8" MTL. STUD N/A N/A

B6 6" MTL. STUD N/A N/A

B2 2 1/2" MTL. STUD N/A N/A

N/A

N/A

N/A

TYPICALG-2.01

B1

MTL RUNNER TRACK

BASE & FLOOR FINISH AS SCHEDULED

ACOUSTICAL SEAL, BOTH SIDES

UNDERSIDE OF STRUCTURE

MTL. STUD BRACING ALTERNATE DIRECTION @ 4'-0" O.C. (TYP.)

FINISH CEILING (SEE FINISH SCHEDULE)

MTL. STUD FRAMING @ 16" O.C.



5/8" GWB EACH SIDE

6"

TYPICAL

24" ACCOUSTIC BATTING ON BOTH SIDES OF WALL

MTL. STUD PARTITION TO 6" ABOVE CEILING


A3 3 5/8" MTL. STUD N/A N/A

A6 6" MTL. STUD N/A N/A

SOUND ATTENUATION BLANKET

48-55

48-55

A2 2 1/2" MTL. STUD N/A N/A 48-55

G-2.01

B1

24".

5/8" GYP. BD. ON 3 5/8" MTL. STUDS @ 16" O.C.

GYP. BD. TO CONTINUE UNDER CAP

CONT. SEALANT; BOTH SIDES

1/4" PLYWOOD SHIM

TOP CAP, WHERE NOTED

MTL. STUD PARTITION - LOW WALL


N2

46 1/2" A.F.F N/A N/A

N1

40 1/2" A.F.F N/A N/A



N/A

N/A

N3

34 1/2" A.F.F N/A N/A N/A


2020,

Jericho D

esig

n G

roup,

LLC

. T

hese d

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cte

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These d

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pro

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ny f

orm

or

by a

ny m

eans w

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the w

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en c

onsent

of

Doug S

haw

.

Sheet No.

Date

Sheet Title

Job No.

Drawn By Checked By

PRINT RECORD

1

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7/2

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G-2.01

PARTITION TYPES

07/15/2021 21033

Author Checker

CT

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SCALE: 1" = 1'-0"

WALL TYPE BA2

SCALE: 3" = 1'-0"

BOTTOM OF WALL DETAILB1

SCALE: 1" = 1'-0"

WALL TYPE AA1 SCALE: 1" = 1'-0"

WALL TYPE NA3


PROJECT SPECIFICATIONS


00 50 00 GENERAL CONDITIONS"The General Conditions of the Contract for Construction", AIA Document A201, 2007 edition, of the American Institute of Architects, is made a part of these Contract Documents in its entirety.

01 20 00 PRICE AND PAYMENT PROCEDURESA. Applications for Payment shall utilize AIA G702, "Application and Certificate forPayment" including required continuation sheets. Approved Schedule of Values shall be used in the same format and values.

B. Submit three copies of each application.

C. When Architect or Owner's Representative requests substantiating information, submit data justifying dollar amounts in question.

D. Submit to the Architect or Owner's Representative for review and approval a Schedule of Values, at least ten consecutive business days prior to submitting first Application for Payment, utilizing AIA Document G703, "Continuation Sheet".

E. Use Project Specification headings as basis for format for listing costs of work under Divisions 02 - 49. Additional breakdown of work in certain sections may also be provided or required if needed or requested by the Architect or Owner’s Representative.

01 30 00 ADMINISTRATIVE REQUIREMENTSA. Contractor shall schedule and administer pre-construction meeting, periodic progress meetings, and specially called meetings throughout the work progress.

B. In order to provide for a regular review and evaluation of the Work and a systematic discussion of problems, the Owner’s representative, Architect (if included in CA scope) and General Contractor shall meet at a mutually agreed schedule during the construction period. Representatives of contractor, subcontractors, and suppliers shall attend on an as needed basis. Contractor shall prepare agenda for meetings, make physical arrangements, preside, record minutes, and distribute copies of minutes within three days to those in attendance, those affected by decisions, the Owner's Representative, and the Architect, if he is involved during the construction.

C. Owner and Architect may attend meetings to ascertain work is expedited consistent with Contract Documents and construction schedules.

D. The Contractor's relations with his subcontractors and materials suppliers and discussions relative thereto, are the Contractor's responsibility and will not be part of the project meeting content.

E. To the maximum extent practicable, meetings will be held at the job site.

F. Contractor shall apply Contractor's stamp, signed or initialed in blue ink, certifying that review, approval, verification of products required, field dimensions, adjacent construction work, and coordination of information is in accordance with the requirements of the work and contract documents.

G. Submit sufficient quantities of project data and shop drawings for Architect or Owner's Representative to retain two copies and for one copy to be retained by Contractor and turned over to the Owner at the completion of the Project.

H. Submit sufficient quantities of samples for Architect or Owner's Representative to retain one copy. Review of submittals is only for conformance with design concept of Project and information in Contract Documents.

I. Maintain an orderly file of submittals bearing the Architect's or Owner's Representative's review stamp for the Project duration at Project site and deliver to Owner as part of Project closeout documents.

J. Maintain at the site for the Owner, one record copy of drawings and specifications, addenda, change orders, construction change directives, approved shop drawings, product data, and samples, field test reports, and RFI documents.

K. Store in Contractor's field office in file cabinets or racks for storage of documents. Using record documents for construction purposes is prohibited. Label each document "PROJECT RECORD" in large printed and legible letters.

L. If applicable, on drawings legibly mark to record actual construction including depth of foundations, vertical and horizontal locations of underground utilities, field changes of dimension or detail, and any other changes including change orders.

M. It is the responsibility of the General Contractor to maintain the “as built” set of contract documents. These will serve as the as-built record recording all field built conditions and made part of the closeout package.

01 32 16 CONSTRUCTION PROGRESS SCHEDULEA. Promptly after award of Contract, Contractor shall prepare and submit to Architect or Owner's Representative estimated construction progress schedules for construction activities.

B. A formal “Notice to Proceed” will be issued to mark commencement of project.

C. Progress schedules shall include complete sequence of activity, dates for beginning and completion of each element; show accumulated percentage of each item's completion and total percentage of work completed.

D. Submit initial schedule with 15 days of Contract award. Submit revisions as needed to show major changes in scope or other identifiable changes.

E. Contractor shall submit samples, shop drawings, and product data to Architect or Owner's Representative as required by the specification sections below.

01 40 00 TESTING LABORATORY SERVICESA. If required for the project, the Owner shall employ and pay for services of independent testing laboratory acceptable to Architect or Owner's Representative to perform specified services and testing.

01 50 00 TEMPORARY FACILITIES, CONTROLS, AND UTILITIESA. Temporary construction office - provide all temporary facilities as required to build this project with sufficient space for Contractor's personnel, telephone/fax, and office space complete with desk and layout board.

B. Temporary storage facilities - if required, provide with weathertight, secure storage sheds or trailers, type and size required for storage. Locate where directed by Owner. Owner is not responsible for securing the temporary storage facility and any theft or loss that may occur.

C. Electrical service – Terms to be discussed prior to execution of contact between Owner and General Contractor. Electrical for construction purposes may be obtained from Owner's present facility, coordinate with Owner's Representative. Provide temporary lighting for construction purposes as required by OSHA or local code.

D. Telephone/Wi-Fi/Fax - provide telephone, telephone message service, Wi-Fi and fax service to the temporary construction office.

E. Temporary heat and ventilation - Maintain spaces in range of 60o F to 80o F, unless product manufacturer for a particular product calls for more stringent requirements. Interior renovation within an existing building, maintain spaces in range of 60o F to 80o F, unless product manufacturer for a particular product calls for more stringent requirements.

F. Water service - Terms to be discussed prior to execution of contact between Owner and General Contractor. Water for construction purposes may be obtained from Owner's present facility, coordinate with Owner's Representative.

G. Sanitary toilet facilities - Provide and maintain temporary toilet facilities and enclosures for construction personnel. Using permanent new or existing facilities in the building is prohibited by construction personnel.

H. Project sign - order and erect or position sign as requested by Owner's Representative, or as indicated in the Construction Documents. Coordinate location with Owner's Representative.

01 60 00 PRODUCT REQUIREMENTSA. Provide new products unless specifically required or permitted by Contract Documents.

01 70 00 EXECUTION AND CLOSEOUT REQUIREMENTSA. Clean-up during construction - execute cleaning procedures to ensure building interior, project site, and adjacent properties are maintained free from construction debris and rubbish. Maintain site, both exterior and interior, in clean and orderly condition. Provide covered, on-site containers for waste collection.

B. Final cleaning - clean finish surfaces in accord with manufacturer's product data and requirements specified in sections not more than 48 hours prior to Date of Substantial Completion. Remove dust, debris, oils, stains, fingerprints, manufacturer’s product labels and temporary labels from exposed interior and exterior finish surfaces, include washing and polishing interior and exterior glazing materials, vacuum carpeted and soft surfaces. Broom clean paved surfaces. Protect, maintain and clean inside of all HVAC supply and return ductwork free from dust and debris, and install new clean set of HVAC system filters not more the 48 hours prior to Date of Substantial Completion. Clean plumbing fixtures. Replace spent lamps and bulbs and clean lighting fixtures to "like-new" condition.

C. Submit operation and maintenance manuals - submit at issuance of Date of Substantial Completion or 15 days prior to final inspection whichever date is earlier. Submit in duplicate, in 8 1 /2" x 11-inch format in D size ring binders with plastic Covers including an electronic version of all documents in PDF format on a CD. Internally divide with permanent page dividers logically organized. Include:

1. Part 1 - Directory: list names, addresses, telephone numbers of Architect, Contractor, subcontractors, major equipment suppliers, and local service for major equipment.

2. Part 2 - Operation and Maintenance Instructions: arrange by system further subdivided by specification section and include significant design criteria, equipment list, component parts list, operating instructions and maintenance instructions.

3. Part 3 - Project Documents and Certificates: include shop drawings and product data, air balance reports, certificates, and photocopies of warranties and bonds.

D. Certificates from governing code authorities/AHJ indicating construction has been inspected as required by laws or ordinances and building is approved for occupancy.

E. Warranties - Provide executed warranty in writing, indicate Date of Substantial Completion and warranty expiration date. Warranty period begins on Date of Substantial Completion and continues for one year unless otherwise indicated in individual specification sections or otherwise provided by individual manufacturers' warranties.

F. Record Documents - Provide set of Record Documents with final Application for Payment. This includes a scanned copy of the as-built set of contract documents identifying, including but not limited to, all Bulletins, RFI’s Change Orders and field conditions.

G. Tools, equipment, spare parts, extra material, attic stock and related items as required in specification sections at final Application for Payment.

H. Fire extinguishers - Verify extinguishers are charged and ready for use, provide attached tag indicating date tested and by whom.

I. Keys - Construction keying shall be voided or change out cylinders that utilize construction keying. Deliver at Date of Substantial Completion to Owner's Representative keys with each tagged indicating lock which key operates. The Owner shall provide the General Contractor with Keying schedule unless directed otherwise by the Owner.

J. Maintenance training – provide a training class for each of the primary systems. Training class shall include Owner and/or Owner’s designated representative. General Contractor shall video tape training class for archiving and reference by the Owner and/or Owner’s designated representative.

FOR THE FOLLOWING MATERIAL SPECIFICATIONS, REFERENCE AND COMPLY WITH THE MANUFACTURER'S PRODUCT LITERATURE, SPECIFICATIONS, AND WRITTEN INSTRUCTIONS ON INSTALLATION UNLESS OTHERWISE NOTED.

02 41 00 BUILDING DEMOLITIONA. Comply with the most recent applicable codes for demolition of structures, safety of adjacent structures, noise control, and dust control. Obtain required permits, notify affected utility companies and comply with their requirements, conform to regulatory procedures when hazardous or contaminated materials are discovered, and do not close or obstruct roadways without permits.

B. Suspend operations immediately if hazardous or contaminated materials such as asbestos or polychlorinated biphenyl), not previously rendered harmless, are encountered, contact Architect and Owner in writing. Do not resume operations until directed, hazardous or contaminated materials have been rendered harmless, and conditions are agreed to by Owner and Contractor in writing.

C. Provide and maintain temporary barriers and security procedures as required to protect property and people and to meet the requirements of the General Conditions. Protect existing landscaping, appurtenances and structures that are not to be demolished. Prevent movement or settlement of adjacent structures. Provide bracing and shoring. Mark location of all utilities prior to proceeding with scope of work.

D. Minimize interference with adjacent structures and public or private access. Maintain protected egress and access at all times. Obtain written permission from adjacent property Owners when demolition equipment will traverse or infringe upon their property. Suspend operations immediately if adjacent structures appear to be in danger, contact Architect and authority having jurisdiction, do not resume operations until directed. Provide hoses and water connection to sprinkle demolition area with water to minimize dust. It is the sole responsibility of the General Contractor to confine duct and odors to construction area and quickly remediate any breeches in containment.

06 10 00 ROUGH CARPENTRYA. Lumber shall be #2 Southern Pine or Western Lumber. Miscellaneous furring and nailers shall be utility grade Southern Pine. Nailers and blocking associated with roofing and flashing systems shall be

preservative and fire-retardant treated. Exterior plywood shall be CC-EXT-APA, Group I. Interior

plywood shall be A-D, INT-APA, Group 1. Fire-retardant-treated wood.

B. Provide concealed blocking, nailers, and supports for securing applied fixtures and fittings; specific items to be indicated on the drawings.

C. Provide concealed blocking, nailers, and supports for securing base cabinets and wall mounted cabinets to partitions. Reference drawings for locations of base and wall mounted cabinets.

D. Provide concealed blocking, nailers, and supports for securing video/t.v./monitors to partitions. Reference drawings for locations of wall mounted video/t.v./monitor locations.

E. Backboards at phone equipment shall be 3 /4" fire treated plywood, painted face and all exposed edges. Sand, prime and ease all edges prior to painting.

F. Nailing schedule shall be in accord with current edition of International Building Code.

G. Install rough carpentry work cut square on bearings, closely fitted, accurately set to required lines and levels and secured in place. Brush apply preservative treatment to cut ends of treated lumber. Coordinate location of blocking and nailers with locations of finishing materials, fixtures, specialty items and trim. Install plywood with face grain perpendicular to supports. Terminate panels over supports, allowing 1/8" between end joints and 1/4" between edge joints for expansion and contraction.

06 20 00 FINISH CARPENTRYA. Coordinate and install millwork provided by Tenant, and as indicated on drawings.

B. Installer must have a minimum of five years' experience in the same field and be able to demonstrate successful projects that meet the specified AWI grade.

C. Source Quality Control: Obtain materials for each type, including veneer doors, from a single manufacturer or source so as to ensure matching of quality, color, grain, and finish.

D. Quality standards for the following types of architectural woodwork, "Premium Grade" except as modified, as follows:

1. Standing trim, running trim, and rails: AWI Section 300, Custom Grade.2. Architectural cabinets, laminate clad: AWI Sections 400 for Flush Overlay and 400B, Premium

Grade.3. Architectural cabinet tops: AWI Sections 400 for High Pressure Decorative Laminate tops and

400C, Custom Grade.4. Shelving: AWI Section 600, Custom Grade.5. Paneling: AWI Section 700.6. Miscellaneous ornamental items: AWI Section 700.7. Stile and rail doors: AWI Section 1400.8. Factory Finishing: AWI Section 1500.

E. Wood Treatment: Where fire-retardant treated woodwork is indicated, use approved fire-retardant treatment that will not adversely affect the desired finish and appearance.

F. Project Conditions: Stabilize humidity and temperature at normal operating Conditions at least seven (7) calendar days prior to installation and thereafter.

G. Installation: Meet AWI standards for quality standards and premium construction for tolerances. Scribe and cut work to fit adjoining work, refinish cut surfaces and repair damaged finish at cuts. Anchor casework to anchors or blocking built-in or directly attached to substrate. Secure to grounds, stripping, and blocking with countersunk concealed fasteners and blind nailing as required for a complete installation.

H. Lumber (Verify all species selections with drawings):

1. Exposed and semi-exposed painted millwork and trim: Custom Grade Poplar or Custom Grade White Pine, kiln dried.

2. Interior standing and running trim: Custom Grade Poplar or Custom Grade White Pine, kiln dried. Install in single, unjointed lengths for openings and runs less than 16'-0". Stagger joints in adjacent members. Cope at returns, miter at corners.

I. Hardware

1. Door and drawer pulls to be 4" matt nickel stainless steel.2. Concealed hinges to be Grade 2 (Institutional duty), 170 degrees opening3. Door and drawer locks: provide elbow catches on un-keyed leaf of pair of doors. If electronic

push button, provide battery operated with low battery indicator.4. Drawer Slides to be full extensions slides; 100lb per slide per standard drawer, 150lb per slide

per standard file drawer and 250lb per lateral file drawer.5. Shelf standards to be same color as cabinet interior.

J. Countertops shall have 1-1/2" radiused corners as indicated on drawings, U.N.O.

07 21 00 THERMAL INSULATIONA. Batt insulation shall be fiberglass batts width equal to framing spacing, kraft face, ASTM C665, Type II, Class C, 1.0 perm rating, R-13 in walls.

B. Rigid extruded polystyrene insulation shall be extruded, closed cell, CFC-12 free, polystyrene boards meeting ASTM C578, Type IV for use in perimeter and other applications, thickness 2" or as scheduled on drawings.

C. Safing Insulation – shall be unfaced, semi-rigid, 4 pcf minimum. Install in cavities of all floor-to-floor penetrations; include spaces around piping and duct penetrations. Foam safing may be used in lieu of safing insulation.

D. Sound insulation - refer to Section 09 21 16 Gypsum Board Assemblies.

E. Provide continuous 1 /4" foam tape filler where walls meet window mullions. Provide double foam tape fill at demising wall between tenants, intersecting partitions and demising walls.

07 84 00 FIRE STOPPINGFire stopping shall be single component self-adhering, flexible, water-tight, non-sag, elastomeric silicon or endothermic latex compound. Provide firestopping as required to maintain ratings at all penetrations through rated walls, partitions, floors and floor-ceiling assemblies. Fire-stopping to comply with Underwriters Lavatory testing numbers where apply.

07 90 05 SEALANTS AND CAULKSExterior joints and all other openings in the building shall be caulked, gasketed, weather-stripped, or sealed in an approved manner (ref. Georgia State Energy Code, Section 502.4). Seal all sound partitions with acoustical sealant at base, head, perimeter and all openings.

A. Silicone sanitary sealant, SSS-1, one-part silicone rubber, mildew and stain resistant, ASTM C920, Type S, Grade NS, Class 25. Use at plumbing fixture perimeters mounted on walls and top and edges of backsplashes at countertops.

B. Two-part non-sag polyurethane sealant, PSV2-1, two-part polyurethane based sealant with separate prepackaged color agent to achieve colors, ASTM C920, Type M, Grade NS, Class 25. Use at exterior and interior door and window frames perimeter.

C. Caulking compound for setting thresholds and for other interior caulking shall be an oleo-resinous, gun

grade, non-staining plastic compound meeting Federal Specification TT-T-598. Material shall have shrinkage factor not exceeding 15%.

D. Acrylic-latex caulk, ALC-1, flexible paintable, non-staining, non-bleeding acrylic emulsion, ASTM C834. Use at interior non-working cosmetic joints between similar and dissimilar adjacent materials.

E. Butyl caulk, BC-1, one part butyl rubber caulk, ASTM C1085, black. Use continuous double bead at sill or threshold of exterior swinging doors.

F. Backer rod, compressible rod stock closed cell foam, open cell foam, soft cell foam, or neoprene foam, type recommended by sealant manufacturer for material compatibility and conditions encountered.

08 11 00 STEEL DOORS AND FRAMESA. Exterior steel doors and frames to be Building Standard.

B. Materials include steel, ASTM A366, cold rolled steel sheet free of scale, pitting, or surface defects; exterior frames and doors, ASTM A525, zinc coated, coating designation G60; and primer, one coat manufacturer's standard baked-on enamel rust-inhibitive primer to pin hole free.

C. Frame construction shall be factory primed, pressed steel, frames for doors and other indicated openings. Exterior door frames shall be 16-gauge, face welded, seamless with joints filled and weather-stripping per Section 08710. Interior frames shall be knock down "KD" type frames, and 16-gauge. All frames shall have labels for labeled openings as required, with standard rubber, neoprene, or silicone silencers.

D. Provide manufacturer's standard frame anchors for attachment to studs at 2'0" o.c. max or fraction thereof on each jamb.

E. Door construction for exterior units shall be Grade II, Heavy Duty, seamless composite construction, 16-gauge material, with 20 PSI compressive strength foamed-in-place polyurethane core.

F. Submit manufacturer's product data and shop drawings indicating door and frame elevations, sections, materials, gauges, finishes, fabrication and erection details, location of finish hardware by dimension, and details of openings and louvers.

G. Provide metal drip at exterior door frames which have no alternative cover.

08 14 16 FLUSH WOOD DOORSA. Industry standards are those of the National Wood Window and Door Association (NWWDA) and the Architectural Woodwork Institute (AWI). Fire-rated wood doors shall bear label of testing and approval by independent testing agency, having been tested in accord with UBC 7-2-1997 or UL 10-C for ratings indicated.

B. Wood doors shall be solid, particle board core, 1-3/4" thickness, meeting NWMA I.S.-1. minimum five-

ply, 1-3/4" thickness. Core shall have min. 28 pcf density. Premium Grade, with "Plain-Sawn" White Oak" face veneers and edges; veneers book matched across door face; full length. Plastic laminate veneer doors shall consist of .050" high pressure decorative laminate. Conform to NEMA Standard LD-3-1980, Grade GP 50. Fire rated doors shall be rated as shown on the drawings, with factory installed labels. Fire rated doors shall have reinforced edges to accept full mortise hinges.

C. Execution: install doors in respective frames using specified hardware. Doors shall operate without binding or sticking at frames or floor. Maintain NWWDA and NFPA No. 80 standard tolerances.

D. Submit shop drawings indicating door species, finish, sizes, construction, and hardware locations.

08 32 13 INTERIOR SLIDING GLASS DOORPART 1 - GENERAL1. SUMMARY

A. Section includes glazed aluminum-framed sliding doors and frames.B. Related Requirements:

1. Section 08 11 16 – Interior Aluminum Doors and Frames.2. Section 08 71 00 – Door Hardware.

C. References:1. American Society for Testing and Materials (ASTM).

a. ASTM B221, Aluminum 6063-T6 Standard Structural Profiles.b. ASTM C1048, Heat-Treated Flat Glass – Kind HS, Kind FT Coated and Uncoated

Glass.c. ASTM C1172, Laminated Architectural Flat Glass.d. ASTM C1036, Standard Specification for Flat Glass.

2. American Architectural Manufacturers Association (AAMA).a. AAMA 611, Anodized Architectural Aluminum.

3. American National Standards Institute (ANSI).a. ANSI Z97.1-2009, Impact Class A.

4. International Building Code 2018 (IBC 2018).5. U.S. Consumer Product Safety Commission (CPSC).

a. CPSC 16 CFR 1201, Category II, Safety Standard for Architectural Glazing Materials.

1. ADMINISTRATIVE REQUIREMENTSA. Field-verify dimensions and clearances for openings scheduled to receive work of this section.B. Scheduling:

1. Ordering and Delivery: Order products with sufficient lead time to avoid delays in project schedule.

2. Installation: To extent practical, install work after surrounding finish work is complete. (Last trade in)

1. SUBMITTALSA. Product Data: Include fabrication details, aluminum finishes, glass types, installation, and

operating instructions for each type of sliding door.B. Shop Drawings (If requested by the client, for a fee):

1. Include plans, elevations, details, hardware, operational clearances and accessories. 2. Delegated Design Submittals: For installations not supported from above, provide

drawings and calculations signed by an engineer, indicating components and connections, demonstrating compliance with applicable regulations.

C. Samples for Verification:1. Extrusions: Approximately 8 inches long, showing finish.2. Glass: Approximately 3 inches square.

D. Warranty: Submit sample of manufacturer’s standard warranty.

1. CLOSEOUT SUBMITTALSA. Operation and maintenance data (If frosted glass is selected, please see specific cleaning

details). Include Frosted Glass Warning.B. Executed warranty.

1. DELIVERY, STORAGE, AND HANDLINGA. Delivery: Deliver products after space is enclosed and wet work is complete.B. Acceptance: Inspect packaging and report noticeable damage to manufacturer within 48 hours

of receiving.C. Storage: Store in original packaging, up to ten degrees from vertical, on level floor surface.D. Handling: Handle in accordance with manufacturer’s installation instructions and to prevent

damage.

1. WARRANTYA. See separate warranty document.

PART 2 - PRODUCTS2.1 MANUFACTURER

A. Basis of Design: The Sliding Door Company, Inc. 20235 Bahama St., Chatsworth, CA 91311Toll Free: 888-433-1333;Email: [email protected] Web: www.slidingdoorco.com

B. The Sliding Door Company owns factory to field and can provide the full solution. (Providing complete system from single manufacturer.)

2.2 COMPONENTSA. Framing, General:

1. Material: Aluminum extrusions, 6063 alloy.2. Finish:

a. Clear Anodized Aluminum: AAMA 611, Class II unless otherwise noted on drawings.B. Beams and Columns: Size shown on Drawings, 0.102 inch minimum thickness.C. Top Tracks: 0.064 inch minimum thickness, with number of channels required for door

operation indicated.D. Bottom Tracks:

1. Aluminum 6063 extrusions, 0.057 inch minimum metal thickness, 0.325 inch high, barrier-free per ADA.

2. Installation: Surface-mounted (to include ramp).3. Channels: Interlocking tracks with number of channels required for door operation

indicated on door elevation.4. Finish: Clear Anodized Aluminum: AAMA 611, Class II.

E. Doors:1. Stiles and Rails:

a. 3 inch wide, 0.051 inch minimum thickness unless otherwise noted on drawings.F. Glass: Category II Safety Glazing per CPSC 16 CFR 1201.

1. Monolithic Clear Tempered Glass: 5 mm thick, ASTM C1048, Kind FT.


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2.3 HARDWAREA. Handles:

1. Standard Handle (Brushed Silver - Aluminum) Double.B. Upper Roller Carriages: Vinyl rollers with steel bearings.C. Lower Carriages: Sliding wheel-to-track with locking mechanism and polyoxymethylene (POM)

copolymer wheels with steel bearings.D. Locks and Latches:

1. Flush Latch ADA with Key Lock (Stainless Steel)2. Provide two keys per lockset, labeled to indicate door. Key locksets alike

E. Door Stop: For head or bottom track per manufacturer.

2.4 FABRICATION AND ASSEMBLYA. Door Design:

1. Solo: Single light.B. Factory Assembly: Fabricate frame components and doors to finished sizes in factory.

2.5 ACCESSORIESA. Silicone Adhesive (provided by client): Clear, construction grade silicone adhesive.B. Fasteners: As indicated in Shop Drawings.

PART 3 - EXECUTION3.1 EXAMINATION

A. Verify that openings and substrates are acceptable for installation of work of this section.

3.2 INSTALLATIONA. Install systems according to Shop Drawings and manufacturer’s installation instructions.

3.3 ADJUSTING, CLEANING AND PROTECTIONA. Adjust doors for smooth operation.B. Comply with manufacturer’s written recommendations for cleaning and maintenance.C. Clean aluminum and glass surfaces immediately after installing sliding doors.D. Protect surfaces from impact and from contact with contaminating substances resulting from

other construction operations. Typically this product is last trade in.E. Clean immediately before Substantial Completion.

3.4 CLOSEOUT REQUIREMENTSA. Deliver keys directly to Owner. B. Deliver executed Warranty.

SECTION 08 41 13 - ENTRANCES AND STOREFRONTSPART I – GENERALA. Provide entrances and storefront.B. Product Data: Submit manufacturer's product data and installation instructions for each material and product used.C. Shop Drawings: Submit shop drawings indicating material characteristics, details of construction, connections, and relationship with adjacent construction.D. Warranty: Submit manufacturer's standard warranty. Include labor and materials to repair or replace defective materials.

1. Warranty Period: 5 years.E. Operation and Maintenance Data: Submit manufacturer's operation and maintenance data, including operating instructions, list of spare parts and maintenance schedule.F. Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions.

PART II – PRODUCTS2.1 MATERIALSA. Aluminum Entrances and Storefront:

1. Door Style: Medium stile and rail doors.2. Storefront Style: Aluminum framed.3. Glass and Glazing: Insulating glazing, tempered.4. Glazing Color: Clear with Low-e coating.5. Door Hanging Devices: Ball bearing butts.6. Closers: Concealed mounted.7. Closer Operation: Single acting closers.8. Aluminum Finish: Clear anodized.

PART III – EXECUTIONA. Take field measurements before fabrication where possible; do not delay job progress.B. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction and with uniform appearance. Coordinate with work of other sections.C. Anchor securely in place; install plumb, level and in true alignment. Isolate dissimilar materials to prevent corrosion.D. Coordinate with glass and glazing work; install hardware and adjust for smooth, proper operation.E. Clean and protect completed system; repair damage.

08 71 00 DOOR HARDWAREAll exterior (if applicable) and interior doors shall comply with NFPA 101 Life Safety Code 2012 Edition and current Georgia Accessibility Code). Doors shall be provided with handicap accessible hardware including levers, panic hardware, u-shape designed devices, closers, etc.

A. If applicable - building exterior or suite entry door, door hardware to be Building Standard.

B. Interior door hinges, interior locksets and latchsets to be Building Standard or as directed by Owner, Hospital push/pull latches to be ABH Manufacturing or equal, interior door closers to be Building Standard, overhead door stop to be Glynn-Johnson, wall stops to be Burnes or equal.

C. Flush bolts, door silencers, kick plates, armor plates and panic exit device to be Building Standard or as directed by Owner.

D. Obtain each type of hardware from a single manufacturer. Hardware supplier shall be a recognized architectural door hardware supplier that employs an experienced architectural hardware consultant (AHC) who is available to Owner, Architect, and Contractor for consultation. Submit proposed hardware schedule developed by AHC organized into hardware sets for each door or opening to Owner's Representative for review and approval prior to ordering hardware.

E. Material and finishes: Coordinators - 600 (USP), Other items 630 (US32D) or 626 (US26D) if not commercially available. Architect to select finial color.

F. Warranty door hardware for one-year period and door closers for ten-year period.

G. Hinges, provide full mortise hinges, heavy duty ball bearing butts with non-rising stainless-steel pins, exterior doors non-removable pins, 4 1/2" by 4 1/2" unless otherwise required for proper operation, 3 hinges per door leaf minimum, Continuous hinge to be placed on doors 3'-6" wide and over door leafs. Aluminum hinge at all non-rated doors, stainless steel hinge at rated doors. Acceptable manufacturers are Hager Hinge Company, Lawrence Brothers, Stanley Works and Marker Products, 100/300 series.

H. Lock cylinders and keying, supplier will meet with Owner to finalize keying requirements. Master key the locks to Owner's current or new system. Cylinders shall be manufacturer's standard 6-pin tumbler cylinders, constructed from brass/bronze, stainless steel or nickel silver. Furnish 2 change keys for each lock and 6 master keys.

I. Locksets, latchsets, and specialty locks shall be Building Standard (unless directed by the Owner), heavy-duty commercial cylindrical type, 2 3/4" backset. Lever to be Building Standard (unless directed by the Owner). Furnish locksets and latchsets with sufficient strike lip to protect door trim.

J. Surface mounted door closers shall be Building Standard. Provide closers as shown on door schedule. Powder coat finish to match adjacent door hardware.

K. Stops and Holders: overhead door stop shall be Glynn-Johnson series 90 and/or 100, wall stop to be Burnes 565 and floor stop to be 535. Where practical use wall stops unless noted otherwise on drawings. Other acceptable manufacturers are Rockwood Manufacturing and H.B. Ives. Provide stops at all doors.

L. Flush bolts shall have a 3/4" throw, complete with dust-proof bottom and top strike plate to be Building Standard (unless directed by the Owner).

M. Kickplates shall be Rockwood Manufacturing, K1050 series. kickplates shall not more than 1-1/2" less than door width on stop side and not more than 1/2" less than door width on pull side. Armor plates to be shall be Rockwood Manufacturing, K1050A-6 series.

N. Thresholds shall be National Guard Products Inc., #425, extruded smooth mill finish. Other acceptable manufacturers are Reese and Zero Weatherstripping Company. Provide at all exterior doors.

O. Weatherstripping shall be National Guard Products Inc., #133 SA door seals and #200SA door bottom seals. Other acceptable manufacturers are Reese and Zero Weatherstripping Company. Provide at all hollow metal exterior doors.

08 80 00 GLAZINGProvide glazing systems capable of withstanding normal thermal movement and impact loads (where applicable) without failure, including loss or glass breakage attributed to the following: defective manufacture, fabrication, installation, failure of sealants or gaskets to remain watertight and airtight, deterioration of glazing material and other defects in construction.

A. Fire rated clear glass: Thickness varies - see wall rating or door label for fire rating. Ultra-clear fire rated glass laminated with intumescent interlayer. Permanent U.L label to be displayed.

B. Clear float glass: 1/4" thick unless noted otherwise on the drawings, grade "B" fully tempered, style "I" uncoated.

C. Clear tempered float glass: 1/4" or 1/2" thick polishes sides; refer to drawings for thickness. Incorporate glazing tape, glazing compounds, setting blocks, spacers and glazing gaskets recommended or accepted by both the glass manufacturer and the manufacturer of the product into which the glazing product is to be installed.

D. Provide setting blocks, jamb spacers, spacers, gaskets, glazing sealants and other accessories as required to complete installation.

09 21 16 GYPSUM BOARD ASSEMBLIESAll gypsum board systems shall be in accordance with recommendations and instructions published by U.S. Gypsum Company's "Gypsum Construction Handbook", latest edition.

A. Non-loadbearing metal framing materials: Metal framing shall be cold-rolled, galvanized steel studs and runners, stud gauge as required by manufacturer's product data for heights and conditions of use; maximum deflection of l/240; sizes indicated.

B. Gypsum board: Exterior gypsum sheathing shall be moisture and fire-resistant type, thickness as indicated, with square edges. Standard gypsum board shall be 5/8" thickness, tapered edges. Fire retardant gypsum board shall be Type 'X', 5/8" thickness, tapered edges. Provide Dens-Shield DS012 gypsum board (or equal) at all non-tile wet walls. Provide Dens-Shield DS001 gypsum board (or equal) at all wet walls to receive ceramic tile. Minimize butt end joints, especially in highly visible locations. Use screws for attachment of all gypsum board.

C. Acoustic ceilings: 6" x 20 GA metal joists, or as otherwise indicated on drawings at 16" o.c. with denim batt acoustic insulation. Sheath with 1/2" sound board with applied mass loaded vinyl sound barrier adhered with Green glue. Provide 3/4" gypsum wall board metal clips @ 16" on center, horizontal, screwed to mass loaded vinyl. Overlay with 5/8" gypsum wall board applied to clips, tape and spackle all joints. Finish with batt insulation and acoustical ceiling tile system as indicated on drawings.

D. Acoustic partitions: 3 5/8" x 20 GA metal studs at 16" o.c. with denim batt acoustic insulation. Sheath with 1/2" sound board with applied mass loaded vinyl sound barrier adhered with Green glue. Provide 3/4" gypsum wall board metal clips @ 16" on center, horizontal, screwed to mass loaded vinyl. Overlay with 5/8" gypsum wall board applied to clips, provide level 5 finish.

E. Joint tape, perforated type recommended for board type use. Joint compound, ready mixed tape embedment and topping compounds, type recommended for board type use.

F. Sound Attenuation Blankets: for partition and ceiling cavities, sound blankets shall be unfaced mineral-fiber blanket insulation manufacturered from slag wool or rock wool with thermosetting resins to comply with ASTM C665. Blankets shall have a minimum density of 2.5 pcf, 1-1/2" thickness.

G. Tape fill, and sand exposed joints, edges, and corners to produce smooth surface ready to receive finishes. Feather coats of joint compound so that camber is maximum 1/32 inch. Surfacing material to be U.S. Gypsum Company, Sheetrock First Coat.

H. Accessories include corner reinforcement, Unimast Inc. SHEETROCK No. 800. Metal jamb, ceiling and casing "U" and "J" shaped trim providing edge protection and neat finished edges, Unimast Inc. SHEETROCK Trim No. 801 series. Resilient channel, Unimast Inc. RC-1 Resilient Channel, 25 gauge galvanized steel.

I. Provide aluminum wall mullion end caps to match the color of existing window mullions where partitions terminate at window mullions.

J. Install framing at indicated spacing, plumb and rigid in accord with ASTM C754. Apply wallboard and fasten at intervals recommended by wallboard manufacturer. Apply embedding, filing and finishing coats of joint compound to all joints, with joint tape in the embedding coat. Install sound attenuation blankets where indicated. Partitions receiving sound attenuation blankets shall have acoustical sealant around perimeter of partition and penetrations on both sides of partition.

09 51 00 ACOUSTICAL CEILINGSA. Install acoustical tile ceilings in compliance with ASTM C636. Secure hanger wires to structure above with double saddle ties and limit to no more than 1/360 of span of members. Support free edges of ceiling tile with edge angles attached to suspension system.

B. StandardsAcoustical ceiling panels shall be USG or Armstrong Ceilings, Non-directional fissured design, size 24" by 24", 5/8” thickness, tegular edges, color white; unless otherwise scheduled on drawings.

C. Exposed ceiling suspension grid system shall be in heavy duty, 24" by 24" or 24" x 48" module as indicated on drawings, cold-rolled steel, electro-galvanized, double web, 15/16" flange width, 1-1/2" height main tees, with low gloss, white paint. Edge molding minimum 0.020" thickness steel with 3/4" flange width, hemmed edge.

D. If applicable, Provide foam or neoprene spacers in space between top of partition and ceiling at ceiling height sound walls.

E. Install acoustical tile and panel systems as indicated on drawings. Direct hang suspension systems

from structure; hanger wires spaced at 4'-0" o.c. maximum, with additional hangers at ends of each

suspension member. Space main tees at 4'-0" o.c. maximum, with cross tees spaced as required to form grids. Install wall moldings at vertical surfaces. Replace soiled or damaged panels. Provide additional support at unrestrained conditions and where structure spacing requires indirect hanging.

09 65 00 RESILIENT FLOORINGA. Do not start work until work of other trades, including painting, has been substantially completed. Flooring shall be installed prior to the installation of millwork or casework.

B. Resilient tile flooring materials shall be installed with adhesives, as recommended by the tile manufacturer, and in a manner to produce a smooth and even finished surface with tile in tight jointed accurately aligned manner. All in accordance with manufacturer's directions.

C. Lay tile square with room axis, unless noted otherwise on the drawings. Lay edge tiles of same style as field with width varying to maintain full size tiles in field. Edge tiles shall not be smaller than half the width of the field tile.

D. Just prior to final completion, apply wax as recommended by the manufacturer. Machine buff floors for final inspection.

E. Extra Materials: Furnish not less than one box for each 40 boxes for each type, color, pattern and size installed. I less than 40 boxes installed, supply one box of each.

F. Where rubber base is specified, only roll type is acceptable.

09 68 00 CARPET Submit 3 samples, minimum 12"x12" of all specified carpet finishes and manufacturer's product literature.

A. Carpet shall be as specified on drawings. Installation method to be direct-glued per manufacturer recommendations.

B. Fill cracks in concrete slab 1/16" wide or wider and depressions 1/8" deep or deeper with crack filler. Remove or level ridges or high spots. Lay carpet with pattern or direction running in same direction. T-seams in doorways are prohibited.

C. Carpet to carpet transitions at doors shall occur directly under door in the Closed position.

D. Provide rubber/vinyl transition strips at all carpet to hard floor finish conditions unless otherwise noted. Color to match adjacent rubber /vinyl base or, at wood base conditions, as selected by Architect from manufacturer's standard selections.

E. Extra Materials: Furnish extra materials described below that match products installed and that are packaged with protective covering for storage and identified with labels describing contents.

F. Carpet: Full width rolls equal to 5 percent of amount installed for each type indicated, but not less than 10 sq. yd.

G. Where rubber base is specified, only roll type is acceptable.

09 90 00 PAINTINGSee drawings for information. For purpose of establishing a quality standard, Sherwin-Williams Company (BOD) are herein specified.

A. Tint prime coats to 1/3 shade of top coat.

B. The number of coats specified are the minimum required. First coat to be primer, second and third coat to be finish coat. The surface of all materials that are to be painted shall be completely hidden. Coverage shall be complete and meet manufacturer's standards for finish.

C. Doors and frames shall be sprayed, not rolled or brushed.

D. Paint materials shall be applied in accordance with the manufacturer's directions on the container label. Materials shall be evenly spread and smoothly flowed-on without runs, sags, dry spray or other film defects.

E. Extra Materials: Supply for each finish coating material, color and finish specified, one gallon of coating material, marked with color and finish identification.

10 26 00 WALL PROTECTION SYSTEMA. Products to be specified are by Construction Specialties unless noted otherwise.

B. Corner Guards to be surface mounted consisting of snap-on plastic cover installed over continuous extruded aluminum retainer. Extruded plastic to be a minimum of 0.078-inch wall thickness. Mounting height shall start on top of base and continue up to 5'-0" aff.

C. Chair rail to be extruded rigid plastic with a minimum of 0.078-inch wall thickness.

D. Wall Protection Panels to be semirigid panel with a minimum sheet size of 48 inches by 96 inches by 0.040-inch sheet thickness.

10 44 00 FIRE PROTECTION SPECIALTIESA. Extinguishers shall be multi-purpose dry chemical extinguisher, ten lbs., UL rating 4A-60B:C, with bracket supporting extinguisher top and bottom, holding extinguisher off finished wall surface if not located in cabinet.

B. Fire extinguisher cabinets shall be semi-recessed, sized to fit extinguishers, minimum 18-gauge steel cabinet, door and trim material, prefinished white painted. Door shall be duo vertical panel, with tempered glass, with full length piano hinge, roller catch, and pull, and lettering FIRE EXTINGUISHER in red pressure sensitive vinyl lettering running vertical.

C. Locate at 48" AFF, one per every 75 linear feet of travel distance, one per every 3,000 SF, or per Fire Marshal's direction. Reference drawings for locations.

D. All extinguishers in finished areas shall be set in cabinets.

DIVISIONS 21, 22, & 23 MECHANICAL AND ELECTRICALA. See engineering drawings for specifications.

12 36 61 SOLID SURFACING COUNTERTOPS A. Composition: Acrylic resins, fire-retardant mineral fillers, and proprietary coloring agents. Through-the-body color for full thickness of sheet material. Material Thickness: 1/2 inch, nominal.Solid surfacing countertops. Solid surfacing sinks. Solid surfacing millwork and window sills.

B. Field Measurements: Verify actual measurements and openings by field measurements before fabrication; show recorded measurements on shop drawings. Coordinate field measurements and fabrication schedule with construction progress to avoid construction delays.

C. Product Data: Submit product data for each specified product. Include manufacturer’s technical data sheets and published instruction instructions. 2. Submit Material Safety Data Sheets (MSDS) for adhesives and sealants.

D. Shop Drawings: Submit fully dimensioned shop drawings showing countertop [and window sill] layouts, joinery, terminating conditions, substrate construction, cutouts and holes. Show plumbing installation provisions. Include elevations, section details, and large scale details.

E. Samples: Submit selection and verification samples for each color, pattern, and finish required. F. Qualifications: Minimum of three years documented experience in fabricating solid surfacing countertops similar in scope and complexity to this Project. Currently certified by the manufacturer as an acceptable fabricator. 2. Installer Qualifications: Minimum of three years documented installation experience for projects similar in scope and complexity to this Project, and currently certified by the manufacturer as an acceptable installer. [Installer shall be the fabricator].

G. Warranty Provide manufacturer’s standard 10 Year Commercial Limited Warranty against defects in solid surface sheet materials.


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D-1.01

DEMOLITION PLAN

07/15/2021 21033

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SCALE: 1/8" = 1'-0"

Demolition plan - Room 203,206,2081 SCALE: 1/8" = 1'-0"

Demolition plan - Room 238,239,2403

SCALE: 1/8" = 1'-0"

RCP Demolition - Room 203,206,2082

SCALE: 1/8" = 1'-0"

RCP Demolition - Room 238,239,2404

KEY NOTES - DEMOLITION PLAN

KEY NOTE # DESCRIPTION

D-1 REMOVE EXISTING DOOR, DOOR FRAME AND HARDWARE WHERE INDICATED. SALVAGE

HARDWARE FOR REINSTALLATION/ OWNER SURPLUS.

D-2 DEMOLISH EXISTING PARTITION WHERE INDICATED.

D-3 DEMOLISH EXISTING LIGHT FIXTURES THROUGHOUT.

D-4 REMOVE EXISTING MILLWORK AND PLUMBING FIXTURES; SALVAGE FOR RELOCATION.

D-5 DEMOLISH EXISTING FLOORING TO EXTENT REQUIRED FOR NEW CONSTRUCTION, PREP FLOORS

TO RECEIVE NEW FINISHES.

D-6 DEMOLISH EXISTING DOOR, DOOR FRAME AND HARDWARE. PREP AREA TO RECEIVE NEW.

D-7 REMOVE EXISTING WALL-MOUNTED PAPER TOWEL DISPENSER; SALVAGE FOR RELOCATION.


C D E F

4

4.1

3

PATIENT

206A

PATIENT

206B

PATIENT

206C

PATIENT

206D

PATIENT

206E

NURSING LAB

206

OBSERVATION

203

206A 206B 206C 206D 206E

203

206G

206F

ID-2.51

6

NURSE

STATION

206F

LVP-1

LVP-1P-1RB-1

LVP-1P-1RB-1LVP-1

P-1RB-1LVP-1

P-1RB-1LVP-1

P-1RB-1

P-1RB-1

P-3

P-3

P-3

P-3

P-3

ID-2.52 11

ID-2.52

6

11' - 5 1/2" 11' - 5 1/2" 11' - 6 1/2" 11' - 5 1/2" 11' - 5 1/2"

3' - 8 1/2"

12' -

0"

5' -

0"

8' - 2"

B3B3 B3 B3

B3SF-1 SF-1 SF-1 SF-1

SF-1

N3

N3

N1

7

8

9

9.5

10

10.5

11

12

13

H L2J2H1 K L

PATIENT

240A

OBSERVATION

240B

PATIENT

240C

NURSING LAB

240

DEBRIEF

239

DEBRIEF

238

238

230

A3

B3

CLASSROOM

230

A3

ID-2.51

1

ID-2.52

1

P-3P-3

LVP-1

P-1RB-1

LVP-1P-1

RB-1

LVP-1P-1

RB-1

LVP-1P-1RB-1

P-3

ALIGN

10' - 5"11' - 4 1/2"

7' -

7"

ALIG

N

F-2F-3

TYP.TYP.

F-1

N1

N3

N1

N3

FINISH LEGEND

LVP-1: LUXURY VINYL PLANK, FIELDMFR: INTERFACE MODULAR RESILIENT FLOORINGCOLLECTION: NATURAL WOODGRAINS - LEVEL SETSTYLE: A002COLOR: A00201 BLACK WALNUTSIZE: 25CM X 1CMINSTALL: ASHLARCONTACT: SHELBY EANES

[email protected]

FLOORING

P-1: GENERAL PAINTMFR: SHERWIN WILLIAMS, BASIS OF DESIGNCOLOR: SW6126 NAVAJO WHITEFINISH: TWO (2) COATS LATEX EGGSHELL

P-2: TRIM PAINT MFR: SHERWIN WILLIAMS, BASIS OF DESIGNCOLOR: SW6126 NAVAJO WHITEFINISH: TWO (2) COATS LATEX SEMI-GLOSS; TYPICAL FOR

ALL INTERIOR DOOR FRAMES & MISC. TRIM

P-3: ACCENT PAINTMFR: SHERWIN WILLIAMS, BASIS OF DESIGNCOLOR: SW6178 CLARY SAGEFINISH: TWO (2) COATS LATEX EGGSHELL

WC-1: WALLCOVERINGMFR: WOLF GORDONSTYLE: BARBICAN #GOH32165651COLOR: FOXWIDTH: 54"LOCATION: NURSES' STATIONSCONTACT: KAELIN STROSCHEIN

[email protected]

WALLS

PLASTIC LAMINATE AND COUNTERTOPS

PL-1: PLASTIC LAMINATEMFR: WILSONARTCOLOR: D92-60 DOVE GREYFINISH: MATTE FINISHINSTALL: COUNTERTOP

EDGES TO BE PVC EDGEBANDING TO MATCH PLASTIC LAMINATE; BY CHARTER INDUSTRIES, BASIS OF DESIGN

PL-2: NOT USED

PL-3: PLASTIC LAMINATEMFR: WILSONARTCOLOR: 4937-38 PINBALLFINISH: MATTE FINISHINSTALL: FRONT VERTICAL PANELS


PL-4: PLASTIC LAMINATEMFR: WILSONARTCOLOR: 7928-38 CASTLE OAKFINISH: FINE VELVET TEXTURE FINISHINSTALL: CABINETS VERTICALS & BASE


SSM-1: SOLID SURFACE MATERIALMFR: HI-MACSCOLOR: G004 WHITE QUARTZFINISH: POLISHEDTHICKNESS: 1CMLOCATION: TRANSACTION TOP

BASE

B-1: WALL BASEMFR: BUILDING STANDARDSTYLE: MATCH BUILDING STANDARDCOLOR: MATCH BUILDING STANDARDLOCATION: AS SPECIFIED

WOOD DOORS

STD-1SPECIES: SOLID CORE STAIN GRADECOLOR: MATCH BUILDING STANDARD

MISC.

CT-1: CUBICLE TRACKMFR: INPRO, BASIS OF DESIGNSTYLE: FORMOTRACKMODEL NO: CE20008,CE200016EDGE: SQUARE TEGULARSIZE: 2' X2' X 1"COLOR: WHITEGRID: 15/16" SUPRAFINECOLOR: WHITELOCATIONS: BAYS, PRE/POST OP

CP-1: CUBICAL PANEL FABRICMFR: ARC-COMSTYLE: AQUIFER-X #AC-33400XCOLOR: GRAIN #1SIZE: 72"WLOCATIONS: AS NOTEDCONTACT: TARA ACKERMANN

[email protected]

1. ALL INTERIOR FINISH SPECIFICATIONS ARE INCLUDED HEREIN OR IN THE ATTACHED SPECIFICATIONS IF APPLICABLE. DISCREPANCIES, OMISSIONS AND DISCONTINUED OR DELAYED MATERIALS ARE TO BE REPORTED TO THE DESIGN PROFESSIONAL IMMEDIATELY FOR RESOLUTION PRIOR TO PROCEEDING. THE DESIGN PROFESSIONAL IS NOT RESPONSIBLE FOR DISCREPANCIES OR OMISSIONS THAT ARISE DUE TO CHANGES BY ANOTHER PARTY AFTER INITIAL DRAWING ISSUANCE DATE UNLESS RECORDED AS A REVISION BY ARCHITECT.

2. SUBSTITUTIONS OF FINISH MATERIALS MUST BE SUBMITTED IN WRITTEN FORM AND ACTUAL SAMPLES PROVIDED FOR REVIEW BY THE DESIGN PROFESSIONAL AND USER GROUP. CONSTRUCTION PROFESSIONAL MUST RECEIVE APPROVAL SIGNATURE BEFORE PROCEEDING. REVIEW OF SUBSTITUITONS DUE TO A CHANGE IN THE ORIGINAL SCHEDULE OR BUDGET MAY BE CONSIDERED ADDITIONAL SERVICES.

3. INSTALL ALL FINISH MATERIALS ACCORDING TO MANUFACTURER'S INSTRUCTIONS. REMEDIATION OF MOISTURE IN THE CONCRETE, AS IT RELATES TO THE FLOORING MATERIAL AND ITS INSTALLATION MUST BE STRICTLY ADHERED TO IN ORDER TO AVOID RISK OF VOIDING WARRANTY

4. ONLY ONE DYE-LOT OF EACH STYLE AND COLOR SPECIFIED IN THE FINISH SCHEDULE SHALL BE USED.5. REMOVE FINISH MATERIALS FROM PACKING AND ALLOW TO ACCLIMATIZE TO AREA OF INSTALLATION

ACCORDING TO MANUFACTURER'S SPECIFICATIONS.6. ALL SURFACES WHICH ARE TO RECEIVE A FINISH APPLICATION SHALL BE COMPLETELY SMOOTH FOR SCHEDULE

FINISH MATERIAL.7. ALL MISCELLANEOUS GRILLES, PLATES, ETC. OCCURING ON WALLS OR CEILINGS ARE TO BE FINISHED TO MATCH

WALL OR CEILING ON WHICH THEY OCCUR. CONSULT DESIGN PROFESSIONAL ON FINAL FINISH.8. ALL PAINTED SURFACES ARE TO RECEIVE ONE PRIME COAT AND A MINIMUM OF TWO FINISH COATS. APPLY

ADDITIONAL COATS OF PRIME AND FINISH PAINT AS REQUIRED UNTIL EXISTING UNDERCOAT OR OTHER CONDITIONS ARE FULLY CONCEALED AND PAINT FILM IS OF A UNIFORM FINISH, COLOR AND APPEARANCE. REFER TO SPECIFICATION SECTION 099123 INTERIOR PAINTING FOR CLARIFICATION.

9. PAINT FOR DOOR FRAMES AND DOORS WHEN APPLICABLE, WILL BE SHERWIN WILLIAMS PRO-CLASSIC WATERBORNE ACRYLIC SEMI-GLOSS B-31 SERIES, BASIS OF DESIGN.

10. ALL CASEWORK TO BE STAINED, SHALL BE FABRICATED PER AWI STANDARDS, REFER TO SPECIFICATIONS FOR CLARIFICATION.

11. USE MANUFACTURER'S RECOMMENDED WALLCOVERING ADHESIVE, PRIMER OR SIZING, AND SEALER AS SPECIFIED FOR THAT PARTICULAR WALLCOVERING. ADHESIVE MUST BE MILDEW-RESISTANT AND NON-STAINING TO THE WALLCOVERING. WHERE APPLIED OVER DRYWALL, ADHESIVE MUST BE STRIPPABLE SO AS TO NOT DAMAGE THE DRYWALL PAPER FACING UPON REMOVAL OF WALLCOVERING.

12. ALL FABRIC WALLCOVERING IS TO BE BACKED FOR USE ON GYPSUM BOARD.13. INSTALL WALLCOVERING CONTINUOUSLY OVER INSIDE AND OUTSIDE CORNERS. OVERLAP SEAMS AND DOUBLE

CUT TO ASSURE TIGHT CLOSURE. WRAP AT LEAST TWO INCHES (2") AROUND OUTSIDE CORNERS, INSTALL SEAMS VERTICALLY AND PLUMB. MATCH PATTERN AT SEAMS. REMOVE AIR BUBBLES., WRINKLES, BLISTERS, GLUE RESIDUE AND OTHER DEFECTS.

14. PRIOR TO FLOORING INSTALLATIONS, PERFORM A CALCIUM CHLORIDE MOISTURE TEST TO ENSURE MOISTURE CONTENT MEETS MANUFACTURER'S ACCEPTABLE LEVELS. CONSTRUCTION PROFESSIONAL TO DOCUMENT AND MAINTAIN RECORDS.

15. INSTALL CARPET USING PRESSURE SENSITIVE ADHESIVE16. FLOORING TRANSITIONS WILL OCCUR UNDER CENTERLINE OF DOOR IN CLOSED POSITION., U.N.O.17. WHERE FLOORING MATERIALS OF DIFFERING THCKNESSES MEET, LEVEL AS REQUIRED TO MEET ADA

GUIDELINES AND SMOOTH AS REQUIRED.18. INSTALL CERAMIC, PORCELAIN AND STONE TILES WITH MANUFACTURER'S MINIMUM RECOMMENDED GROUT

WIDTH, U.N.O.; GROUT TO BE SEALED19. INSTALL REDUCER STRIPS WHERE CARPET TRANSITIONS TO HARD FLOORING, U.N.O., INSTALL VINYL REDUCER

STRIP TO MATCH SCHEDULED BASE.20. PAINT FIRE EXTINGUISHER CABINETS SEMI-GLOSS TO MATCH WALL ON WHICH IT OCCURS.21. BASE CABINET PLASTIC LAMINATE TOE KICKS TO MATCH CORRESPONDING BASE CABINET PLASTIC LAMINATE

SPECIFICATION, U.N.O.22. ALL AREAS TO RECEIVE CARPET, RUBBER BASE, EGGSHELL WALL PAINT AND SEMI-GLOSS DOOR FRAME, U.N.O.23. ALL WET WALLS TO RECEIVE PROCELAIN TILES TO HAVE CEMENT BACKER BOARD24. SUBMIT SAMPLES OF ALL FINISH MATERIALS TO THE DESIGN PROFESSIONAL FOR APPROVAL PRIOR TO

ORDERING MATERIALS AND COMMENCING WORK. SUBMIT ACTUAL COLOR AND FINISH OF PAINT ON 8-1/2" X 11" SAMPLES. WALLCOVERING SAMPLES MUST BE CUT FROM ACTUAL ROLL TO BE USED FOR INSTALLATION. SAMPLES OF NATURAL STONE OR OTHER MATERIAL WITH WIDE VARIATIONS SHALL COME FROM ACTUAL MATERIAL TO BE USED.

25. PREPARE SURFACES FOR ACCEPTING OF FINISHES PER MANUFACTURER'S RECOMMENDATIONS.26. WHEN BASE IS CONTINUOUS OR TRANSITIONED ON AN OUTSIDE CORNER WHERE FLOOR MATERIALS OF

DIFFERENT THICKNESSES OCCUR, SET BASE ON TOP OF LOWER FLOORING MATERIAL AND TRIM THE BOTTOM OF BASE AT THE HIGHER FLOORING SUCH THAT IT IS BOTH TIGHT TO THE FLOORING AND ALIGNS WITH THE BASE AT THE LOWER FLOORING AT THE TOP EDGE. NOTE: WOOD BASE TO BE INSTALLED AFTER FLOORING IS INSTALLED.

27. PROVIDE BLOCKING IN AREAS DESIGNED TO RECEIVE OVERHEAD CABINETS, TV/ DISPLAY SCREENS AND MARKERBOARDS.

28. IF DESIGN PROFESSIONAL'S WRITTEN DESCRIPTION OF COLOR NAME, NUMBER AND MANUFACTURER'S INFORMATION ARE IN CONFLICT, CONTACT DESIGN PROFESSIONAL FOR CLARIFICATION BEFORE ORDERING MATERIALS.

29. ALL CASEWORK WITH TRANSACTION COUNTERS TO RECEIVE TOPS FABRICATED IN SOLID SURFACE, U.N.O. REFER TO INTERIOR ELEVATIONS FOR CLARIFICATION.

30. ALL CASEWORK TO RECEIVE TOPS FABRICATED IN PLASTIC LAMINATE, U.N.O. REFER TO INTERIOR ELEVATIONS FOR CLARIFICATION.

31. PROVIDE BLOCKING IN AREAS DESIGNATED TO RECEIVE OVERHEADS IN ALL OFFICES. TYPICAL CONDITION TO OCCUR AT WALL PARALLEL TO RETURN; REFER TO FINISH NOTE F-3 IN PLAN.

32. COVERPLATES ON DEVICES TO BE STAINLESS STEEL WITH GRAY OR BLACK RECEPTACLES.33. ALL GYPSUM BOARD CEILINGS AND SOFFITS TO BE PAINTED CP-1. U.N.O.

FINISH PLAN GENERAL NOTES

1. REFER TO INTERIOR ELEVATIONS, WHICH IDENTIFY THE ROOM AND WALL (NORTH, SOUTH, EAST OR WEST) ON WHICH THE CABINETRY IS LOCATED. COORDINATE ALSO WITH FLOOR PLANS.

2. SPECIALIZED CABINET SECTIONS ONLY ARE KEYED OR NOTED ON CABINET ELEVATIONS. OTHER CABINET SECTIONS ILLUSTRATE TYPICAL CONSTRUCTION & NOT EVERY DOOR AND/OR DRAWER VARIATION IS SHOWN.

3. ALL WORKSURFACES & COUNTERTOPS ARE PL-2 U.N.O.4. PROVIDE FINISHED END PANELS AND/OR END RETURNS AT OPEN ENDED CABINETRY (INCLUDING KNEE SPACES).5. PROVIDE PLAM CLAD TRIM AND FILLER PANELS WHERE EQUIPMENT IS LOCATED WITHIN CABINET UNITS.6. GLASS PANELS ARE 1/4" CLEAR TEMPERED GLAZING U.N.O.7. PROVIDE SIDE SPLASHES WHERE COUNTERTOPS ABUT WALLS AT SIDES - U.N.O.8. PROVIDE COUNTERTOP BRACE SUPPORTS AT 48" O.C. MAX. @ KNEE SPACES & LAVATORY COUNTERS, U.N.O.9. PROVIDE 3" DIA. GROMMETS AT BACK OF COUNTERTOPS EXACT LOCATION TO BE COORDINATED WITH THE OWNER

IN THE FIELD AT THE TIME OF INSTALLATION.10. PROVIDE BLOCKING WITHIN PARTITION FOR ALL CABINETRY ATTACHED TO WALLS. SEE DETAILS FOR ATTACHMENT

DETAILS.11. PROVIDE ALL STRAIGHT RUN COUNTERTOPS THAT HAVE SINKS, WITH SEPARATE BACKSSPLASH TO COUNTERTOP.12. FILE DRAWERS ARE NOTED ON ELEVATIONS. PROVIDE MINIMUM INSIDE CLEAR DIMENSIONS OF 13.5" WIDE BY 10.5"

HIGH BY 20.5" DEEP.13. CABINET UNIT DEPTH IS AS SHOWN ON SECTION, U.N.O ON ELEVATION(S).14. FOR FIELD APPLIED MIRRORS, EXTEND MIRRORS FROM THE TOP OF COUNTERTOP SPLASH TO 6'-0" A.F.F., U.N.O. 15. PROVIDE BOTTOM CLOSURE FOR FILLER PANELS AT TOE SPACES AND AT BOTTOM OF UPPER WALL CABINETS TO

CLOSE OFF AND SEAL TIGHT ALL CONCEALED OPENINGS.16. ALL MILLWORK/CASEWORK TO BE PL-1 U.N.O.17. CABINET HARDWARE:

A. DOOR HINGES TO BE BLUM 71T5580 CHROMED, CONCEALED, SELF-CLOSING. B. DRAWER SLIDES TO BE HEAVY DUTY ACCURIDE HAFELE #4034, C. DRAWER PULLS TO BE MOCKETT DP55A STAINLESS STEEL OR APPROVED EQUALSD. MILLWORK REVEALS: PITTCON, VENEER CHANNEL, VPR75-38/38

18. ALL RECEPTION/WAITING MILLWORK TO BE PREMIUM GRADE19. ALL EXAM ROOM MILLWORK AND P-LAM CASEWORK TO PER AWI STANDARDS.20. ALL CABINET/FILES TO BE LOCKABLE

MILLWORK GENERAL NOTES

FLOOR PLAN GENERAL NOTES

1. ALL DOOR FRAMES IN METAL STUD WALLS SHALL BE SET 4" FROM PERPENDICULAR WALLS ADJACENT TO DOOR HINGE SIDE, U.N.O.2 ALL DOOR FRAMES IN CMU WALLS SHALL BE SET 8" FROM PERPENDICULAR WALLS ADJACENT TO DOOR HINGE SIDE, U.N.O.3. PROVIDE BLOCKING WITHIN PARTITION FOR ALL WALL-MOUNTED EQUIPMENT AND FURNITURE AS INDICATED.

FINISH SYMBOL LEGEND

WALL FINISH

BASE FINISH

FLOOR FINISH

ACCENT WALL FINISH

FLOOR TRANSITION

FINISH PLAN KEY NOTES

FLOOR FINISH DIRECTION

NOT IN CONTRACT

F-#

CPT-4

P-3BB-2

P-4


2020,

Jericho D

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roup,

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by a

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.

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REFERENCE PLAN

07/15/2021 21033

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SCALE: 1/8" = 1'-0"

Floor plan - Room 203,206,2081 SCALE: 1/8" = 1'-0"

Floor plan - Room 238,239,2402

KEY NOTES - FINISH PLAN

KEY NOTE # DESCRIPTION

F-1 TRANSITION - LVT TO CARPET

F-2 PROVIDE CT-1 AT NEW PATIENT BED

F-3 PROVIDE CP-1 AT ALL EXISTING AND NEW BEDS


RCP LEGEND

EXIT SIGNAGE (SHADING INDICATES FACE OF SIGN; ARROW SHOWN INDICATES DIRECTION); REFER TO ENGINEERING DRAWINGS FOR DETAILS

X' - X"

RCP GENERAL NOTES

1. CONSTRUCTION PROFESSIONAL SHALL FIELD VERIFY ALL FIXTURE LOCATIONS. ANY CONFLICT WITH FIELD CONDITIONS, DRAWINGS AND/OR OTHER TRADES SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY UPON DISCOVERY FOR CLARIFICATION PRIOR TO PROCEEDING WITH ASSOCIATED WORK.

2. PROVIDE AND INSTALL CEILING TILE, MAIN TEES, CROSS TEES, WALL MOULDINGS AND OTHER ACCESSORIES NECESSARY TO COMPLETE THE SCOPE OF WORK.

3. ALL ADJACENT LIGHT SWITCHES SHALL BE GANGED WITH A SINGLE FACE PLATE.

4. UNLESS APPROVED BY THE ARCHITECT, ALL THERMOSTATS SHALL BE LOCATED DIRECTLY ADJACENT TO THE LIGHT SWITCH IN THE ROOM IN WHICH IT OCCURS.

5. CENTER ALL SPRINKLER HEADS IN CEILING TILES WHERE POSSIBLE. ALL SPRINKLER HEADS IN GYPSUM BOARD TO BE RECESSED & CONCEALED.

6. CENTER ALL LIGHT FIXTURES IN SPACE, U.N.O. ALL RECESSED LIGHT FIXTURES SHALL BE CENTERED IN CEILING TILES WHERE POSSIBLE, U.N.O.

7. CONSTRUCTION PROFESSIONAL WILL ENSURE THAT LENSES IN LIGHTING FIXTURES ARE CLEAN AND FREE OF DUST, DIRT AND SMUDGES. PLASTIC AND LABELS SHALL BE REMOVED FROM ALL LIGHT FIXTURES AT PROJECT COMPLETION.

8. NO SUBSTITUTES WILL BE ACCEPTED FOR ANY LIGHT FIXTURES UNLESS APPROVED BY ARCHITECT IN WRITING.

ALL EXPOSED CEILINGS PAINTED WITH DRYFALL, U.N.O.

2X4 LAY-IN LIGHT: COLUMBIA LCAT24 #35MLG EDU

CUBICLE CURTAIN TRACK; SEE FINISH SCHEDULE FOR DETAILS

CEILING TAG

EXISTING LAY-IN CEILING GRID AND TILES TO REMAIN; PATCH AND REPAIR/REPLACE AS REQUIRED

2X4 EMERGENCY LAY-IN LIGHT: COLUMBIA LCAT24 #35MLG EDU

NOT IN CONTRACT

C D E F

4

4.1

3

9' - 0" EXIST.

PATIENT

240A

OBSERVATION

240B

PATIENT

240C

NURSING LAB

240

DEBRIEF

239

DEBRIEF

238

EXTEND CEILING GRID AND ADD NEW CEILING TILES WHERE WALL WAS REMOVED

3

A-2.018' - 0" GYP.

9' - 0" EXIST.NEW CUBICLE TRACK

EXISTING CUBICLE TRACK TO REMAIN

ACT

GYP. BD.

3-5/8" METAL STUDS

WALL ANGLE

SEE RCP

SEE RCP

6"

MIN


2020,

Jericho D

esig

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roup,

LLC

. T

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Sheet No.

Date

Sheet Title

Job No.

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REFLECTED CEILINGPLANS

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RCP SHOWN ON THIS DOCUMENT IS FOR GRAPHIC ILLUSTRATION ONLY AND SHALL NOT BE USED AS AN ACCURATE REPRESENTATION OF MECHANICAL, ELECTRICAL AND PLUMBING SCOPE OF WORK. REFERENCE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS AND SPECIFICATIONS FOR SCOPE OF WORK.

SCALE: 1/8" = 1'-0"

RCP - Room 203,206,2081 SCALE: 1/8" = 1'-0"

RCP - Room 238,239,2402

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

BULKHEAD3


GENERAL NOTES

1. SEE GENERAL SPECIFICATIONS FOR DOOR AND FRAME FINISHES.2. ALL DOOR HARDWARE SHALL BE HANDICAP ACCESSIBLE, COMPLYING

WITH 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN.3. WHERE DISCREPANCIES OCCUR BETWEEN THE DOOR SCHEDULE NOTES

AND HARDWARE SPECIFICATIONS, NOTIFY THE ARCHITECT OF DISCREPANCIES TO RECEIVE DIRECTION ON HOW TO PROCEED.

4. TIE MAGNETIC LOCK INTO FIRE ALARM. 5. REFER TO THE PARTITION TYPE OR APPLICABLE WALL SECTION AND

THEN TO TYPICAL DOOR DETAILS FOR APPROPRIATE DETAIL.6. ALL EXTERIOR HOLLOW METAL DOORS TO BE INSULATED.7. ALL EXTERIOR DOORS TO BE WEATHER STRIPPED AND HAVE CLOSERS.8. ALL FIRE RATED DOORS TO HAVE CLOSERS9. PROVIDE BRASS STOP BAR TRANSITION STRIPS AT THE FOLLOWING

FLOORING TRANSITIONS: WOOD-PORCELAIN, WOOD-CARPET, CARPET-PORCELAIN.

ABBREVIATIONS LEGENDDOOR MATERIAL TYPE

ALUM - ALUMINUMHM - HOLLOW METALPLAM - PLASTIC LAM CLADSCWD - SOLID CORE WOOD

FINISH TYPE

STD - STAINPTD - PAINTPF - PREFINISHED

FRAME MATERIAL TYPE

ALUM - ALUMINUMHM - HOLLOW METALSTL - STEELWD - WOOD

GLAZING TYPE

T - CLEAR TEMPERED GLASSTT1 - TINTED ONE WAY & TEMPERED GLASSIT - INSULATED TEMPERED GLASS

* REFER TO ADA REGULATORY DIAGRAMS FOR MORE INFORMATION

METAL STUDS -SEE PLANS FOR WALL TYPE

5/8" GYPSUM BOARD (BOTH SIDES)

DOOR AS SCHEDULED

HOLLOW METAL FRAME

2"

BOX HEADER -SEE STRUCTURAL

SEALANT BOTH SIDES

SOUND INSULATION

1/2"1/2"

2"METAL STUDS -SEE PLANS FOR WALL TYPE

5/8" GYPSUM BOARD (BOTH SIDES)

DOOR AS SCHEDULED

HOLLOW METAL FRAME

SEALANT BOTH SIDES

SOUND INSULATION

1/2

"1/2

"

DOUBLE DOOR

F FG

FG2

SINGLE DOOR

F2

DOOR ELEVATIONS

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

FNV

FNV2

T T

T

10"

6"6"

6"

T

MA

X

3' -

7"

6" 6"

6"

F1

FRAME ELEVATIONS

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

2"

2"

2"

FGS

10"

6"

5' -

8"

TYP.4"

3' - 8"

T T

7' - 4"

T

FULL GLASS SLIDING

H3

A-7.01

J3

A-7.01

10"

6"

5' -

8"

TYP.4"

T T

3' - 9"

T

STOREFRONT & WINDOW ELEVATIONS

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

4' -

2"

3' - 4"

TT1

7' -

2"

TY

P.

H2

A-7.01

J2

A-7.01

S1

A-7.01

4' -

2"

5' - 4"

TT1

H2

A-7.01

J2

A-7.01

S1

A-7.01

4' -

2"

3' - 10"

TT1

H2

A-7.01

J2

A-7.01

S1

A-7.01


HOLLOW METAL FRAME

2"


SEALANT BOTH SIDES

SOUND INSULATION

1/2"1/2"

REMOVABLE STOP

SCHEDULED GLAZING ON ROOM SIDE OF HM FRAME - TYP.


2"

1/2

"1/2

"

SEALANT BOTH SIDES

HOLLOW METAL FRAME

REMOVABLE STOP


SOUND INSULATION



5/8" GYPSUM BOARD (BOTH SIDES AND BASE)

SLIDING DOORS AS SCHEDULED

ALUMINUM FRAME


SOUND INSULATION

RE

FE

R T

O E

LE

VA

TIO

NS


5/8" GYPSUM BOARD (BOTH SIDES AND BASE)

SLIDING DOORS AS SCHEDULED

ALUMINUM FRAME


SOUND INSULATION

REFER TO ELEVATIONS

2"

1/2"1/2"


HOLLOW METAL FRAME

SEALANT BOTH SIDES

REMOVABLE STOP



SOUND INSULATION

TT1

4' -

2"

2' - 4"

H2

A-7.01

J2

A-7.01

S1

A-7.01


2020,

Jericho D

esig

n G

roup,

LLC

. T

hese d

raw

ings a

re p

rote

cte

d b

y t

he c

opyright

law

s o

f th

e U

nited S

tate

s.

These d

raw

ings o

r any

part

there

of

may n

ot

be u

sed f

or

any p

urp

ose o

r re

pro

duced in a

ny f

orm

or

by a

ny m

eans w

ithout

the w

ritt

en c

onsent

of

Doug S

haw

.

Sheet No.

Date

Sheet Title

Job No.

Drawn By Checked By

PRINT RECORD

1

A

2 3 4 5 6

BC

DE




7/2

8/2

021

2:1

4:1

5 P

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\Docum

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10

33

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JW

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A.r

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A-7.01

DOOR & WINDOWSCHEDULE ANDELEVATIONS

07/15/2021 21033

CW WR

CT

C P

AU

LD

ING

CA

MP

US

NU

RS

ING

PR

OG

RA

M

CH

AT

TA

HO

OC

HE

E T

EC

HN

ICA

LC

OL

LE

GE

400 N

AT

HA

N D

EA

N B

LV

D.

DA

LLA

S, G

A 3

0132

DOOR SCHEDULE

NO.

DOOR FRAME DETAILS

FIR

E R

AT

ING

HA

RD

WA

RE

SIG

NA

GE

RE

Q'D

*

NOTESELEVATIONSINGLE /

PAIR WIDTH HEIGHT THICK. MATL. FINISH ELEVATION MATL. FINISH HEAD JAMB SILL

238 FNV SINGLE 3' - 8" 7' - 0" 1 3/4" SCWD STD F1 HM PTD H1/A-7.01

JI/A-7.01

-- INT-OFFICE

230 F SINGLE 3' - 8" 7' - 0" 1 3/4" SCWD STD F1 HM PTD H1/A-7.01

JI/A-7.01

-- INT-OFFICE

206A FG PAIR 7' - 4" 7' - 0" 2" ALUM ANODALUM

FGS ALUM ANOD ALUM H3/A-7.01

J3/A-7.01

-- SEE NOTE HARDWARE PER MANUFACTUER; BASIS OF DESIGN: STANELY ACCESS TECHNOLOGIES- MANUAL SLIDING DOORS PROCARE 8300 SERIES

206B FG PAIR 7' - 4" 7' - 0" 2" ALUM ANODALUM


J3/A-7.01


206C FG PAIR 7' - 4" 7' - 0" 2" ALUM ANODALUM


J3/A-7.01


206D FG PAIR 7' - 4" 7' - 0" 2" ALUM ANODALUM


J3/A-7.01


206E FG PAIR 7' - 4" 7' - 0" 2" ALUM ANODALUM


J3/A-7.01


203 FG SINGLE 3' - 0" 7' - 0" 1 3/4" SCWD STD F1 HM PTD H1/A-7.01

JI/A-7.01

-- INT-OFFICE

206G FNV SINGLE 3' - 8" 7' - 0" 1 3/4" SCWD STD F1 HM PTD H1/A-7.01

JI/A-7.01

-- INT-COR EXISTING REINSTALLED

206F FNV SINGLE 3' - 8" 7' - 0" 1 3/4" SCWD STD F1 HM PTD H1/A-7.01

JI/A-7.01

-- INT-COR EXISTING REINSTALLED

DOOR HARDWARE TYPE

HARDWARECODE APPLICATION

CLOSER HINGES TRIM HANDLESET / LOCKSET / LATCH SECURITY ETC.

HARDWARE COMMENTSST

AN

DA

RD

CLO

SE

R

CLO

SE

R W

/ S

TO

P, H

OLD

OP

EN

CLO

SE

R W

ITH

ST

OP

CO

NC

EA

LE

D C

LO

SE

R W

/ S

TO

P

CO

NT

INU

OU

S H

ING

E

OF

FS

ET

PIV

OT

S

ST

AN

DA

RD

HIN

GE

BA

LL-B

EA

RIN

G H

ING

E

NO

N-F

ER

RO

US

BB

WIT

H N

.R.P

.

CO

NC

EA

LE

D P

IVO

TS

WE

AT

HE

RS

TR

IP / G

AS

KE

TIN

G

BU

MP

ER

S

TH

RE

SH

OLD

FLO

OR

SW

EE

P

WA

LL-M

OU

NT

DO

OR

ST

OP

KIC

K-D

OW

N H

OLD

OP

EN

FLO

OR

ST

OP

RA

IN D

RIP

MO

P P

LA

TE

KIC

K P

LA

TE

AR

MO

R P

LA

TE

LO

CK

GU

AR

D

RO

BE

HO

OK

MO

RT

ISE

CY

LIN

DE

R (

DE

AD

BO

LT

)

ST

OR

EF

RO

NT

PU

LL &

PU

SH

BA

R

PA

SS

AG

E L

EV

ER

SE

T

EN

TR

Y L

OC

KS

ET

OF

FIC

E L

EV

ER

SE

T

OF

FIC

E L

OC

KS

ET

ST

OR

ER

OO

M L

EV

ER

SE

T

PR

IVA

CY

LO

CK

SE

T

KE

Y P

AD

PA

NIC

BA

R E

XIT

DE

VIC

E

PU

SH

/PU

LL L

EV

ER

SE

T W

ITH

PLA

TE

EX

TE

ND

ED

DE

CO

RA

TIV

E P

ULL

2N

D E

NT

RY

LO

CK

SE

T

MO

RT

ISE

PU

LL (

RE

CE

SS

PU

LL)

FLU

SH

BO

LT

S (

PA

IR D

OO

RS

ON

LY

)

MA

GN

ET

IC L

OC

K

ELE

CT

RO

NIC

CA

RD

RE

AD

ER

MA

GN

ET

IC L

OC

K P

LA

TE

& C

OV

ER

J-B

OX

FIR

E A

LA

RM

SY

ST

EM

INT-LOCK MGR OFFICES (WOOD OR HM) ● ● ● ● ●

INT-OFFICE OFFICE DOOR (WOOD OR HM) ● ● ● ●

INT-REST RESTROOM DOOR ● ● ● ● ● ● ● ●

INT-ST STORAGE DOOR ● ● ● ● ●

INT-COR CORRIDOR DOOR (WOOD OR HM) ● ● ● ● ● ●

INT-ST-LK JANITORS CLOSET, TEL DATA ● ● ● ● ● ● ●

INT-SF INTERIOR STOREFRONT ● ● ● ● ● ● ●

INT-ENT INTERIOR ENTRANCE DOOR ● ● ● ● ● ● ● ● ●

EXAM EXAM ROOM ● ● ● ●

INT-OR OPERATING ROOM ● ● ● ● ● ● ● 2 PAIR BUTT HINGES

2ND-ENT SECONDARY ENTRY ● ● ● ● ● ● ● ●

SCALE: 3" = 1'-0"

HM HEAD DETAILH1

SCALE: 3" = 1'-0"

HM JAMB DETAILJ1

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

DOOR/FRAME ELEVATIONS

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

STOREFRONT & WINDOW ELEVATIONS

SF-1 W-1 W-2 W-3 W-4

SCALE: 3" = 1'-0"

WINDOW HM HEAD DETAILH2

SCALE: 3" = 1'-0"

WINDOW HM JAMB DETAILJ2

SCALE: 3" = 1'-0"

ALUM HEAD DETAILH3 SCALE: 3" = 1'-0"

ALUM JAMB DETAILJ3 SCALE: 3" = 1'-0"

WINDOW HM SILL DETAILS1 No. DATE DESCRIPTION

INTERIOR ELEVATION NOTES

1. GENERAL CONTRACTOR TO COORDINATE EQUIPMENT OUTLINED IN

"EQUIPMENT LEGEND" WITH OWNER & OWNER'S MEDICAL EQUIPMENT

REPRESENTATIVE. THIS INCLUDES VERTICAL AND HORIZONTAL MOUNTING

HEIGHTS OF ALL DEVICES, COORDINATION WITH ARCHITECTURAL,

MECHANICAL, ELECTRICAL AND PLUMBING. THE ARCHITECT SHALL RECEIVE

SHOP DRAWINGS SHOWING FINALIZED SELECTION OF EQUIPMENT AND

SPECIFICA MODEL NUMBERS REVIEWED BY DESIGN TEAM/ENGINEERS PRIOR TO

PROCEEDING WITH SCOPE OF WORK.

2. ELECTRICAL OUTLETS ARE ONLY SHOWN FOR COORDINATION WITH

EQUIPMENT, SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION..

3. LOW VOLTAGE BY OWNER'S REPRESENTATIVE.

4. FURNITURE SHOWN IS TO BE PROVIDED BY OWNER U.N.O. GENERAL

CONTRACTOR TO COORDINATE WITH OWNER ON DELIVERY SCHEDULE.

12

ID-2.51

2

ID-2.51 3

ID-2.51

5

4

N3 N1

N3

N1

3

ID-2.51

10

9

ID-2.517

ID-2.51

8

7' - 6"

8' -

7"

N3N1

N3

P-1

P-1

P-1

FRONT PANEL

CLAD IN PL-3

TRANSACTION TOP

CLAD IN SSM-1

COUNTERTOP

CLAD IN PL-1

2' -

10

"

4' -

0"

BASE AS

SCHEDULED RB-1

BASE AS

SCHEDUELD RB-1

OPEN TO

BEYOND

WC-1; PROVIDE J-CAPS AT

ALL OUTSIDE CORNERS

6

ID-5.01

3

ID-5.01

1' -

2"

TY

P.

1/2

"

6' - 7 1/2" 6' - 8"

FRONT PANEL

CLAD IN PL-3

TRANSACTION TOP

CLAD IN SSM-1

COUNTERTOP

CLAD IN PL-1

BASE AS

SCHEDULED RB-1

OPEN TO

BEYONDWC-1; PROVIDE J-CAPS

AT ALL OUTSIDE CORNERS

PAINTED BULKHEAD

P-1

3

ID-5.01

6

ID-5.01

1' -

2"

TY

P.

1/2

"

5' - 8" 5' - 8"

2' -

10

"

4' -

0"

TRANSACTION TOP

CLAD IN SSM-1

COUNTERTOP

CLAD IN PL-1

PAINTED

BULKHEAD P-1

PAINTED

DRYWALL P-1

FINISHED END

PANEL CLAD IN PL-4

OPEN TO

BEYOND

3

ID-5.01

6

ID-5.01

5' - 0" 2' -

10

"

4' -

0"

BASE AS

SCHEDULED RB-1

PROVIDE J-CAPS AT ALL

OUTSIDE CORNERS TRANSACTION TOP

CLAD IN SSM-1

COUNTERTOP

CLAD IN PL-2

PAINTED

DRYWALL P-1

BASE AS

SCHEDULED RB-1

OPEN TO BEYOND

CABINETS AND

FINISHED END PANEL

CLAD IN PL-4

3

ID-5.01

6

ID-5.019

ID-5.01

2' -

10

"

4' -

0"

PROVIDE J-CAPS

AT ALL OUTSIDE

CORNERS

FRONT PANEL

CLAD IN PL-3

TRANACTION TOP

CLAD IN SSM-1

BASE AS

SCHEDULED RB-1

OPEN TO BEYOND

WC-1; PROVIDE J-CAPS AT ALL

OUTSIDE CORNERS

3

ID-5.01

1' -

2"

TY

P.

1/2

"

4' -

0"

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

FRONT PANEL

CLAD IN PL-3

TRANSACTION TOP

CLAD IN SSM-1

COUNTERTOP

CLAD IN PL-1

OPEN TO BEYOND

BASE AS SCHEDULED

RB-1

P-1

WC-1; PROVIDE J-CAPS AT

ALL OUTSIDE CORNERS

3

ID-5.01

6

ID-5.01

4' -

0"

2' -

10

"

1' -

2"

TY

P.

1/2

"

6' - 5" 3' - 6"

OPEN TO BEYOND

TRANSACTION TOP

CLAD IN SSM-1

COUNTERTOP

CLAD IN PL-1

PAINTED DRYWALL

P-1

BASE AS

SCHEDULED RB-1

CABINETS

CLAD IN PL-4

3

ID-5.01

7

ID-5.01

2' -

10

"

4' -

0"

1' - 3"5' - 0"

WC-1; PROVIDE J-CAPS

AT ALL OUTSIDE

CORNERSOPEN TO BEYOND

TRANSACTION TOP

CLAD IN SSM-1

COUNTERTOP

CLAD IN PL-1

PAINTED

DRYWALL P-1

BASE AS

SCHEDULED RB-1

PROVIDE J-CAPS AT

ALL OUTSIDE

CORNERS3

ID-5.01

9

ID-5.01

2' -

10

"

3' -

7 1

/2"

1' - 3" 5' - 0"

CABINET CLAD IN

PL-2

102 Mary Alice Park Road, Suite 103

Cumming, GA 30040

20

20,

Jeri

cho

De

sig

n G

roup,

LLC

. T

he

se d

raw

ing

s a

re p

rote

cte

d b

y the

copyrigh

t la

ws o

f th

e U

nited

Sta

tes.

These d

raw

ings o

r any

part

there

of

ma

y n

ot

be u

sed f

or

any p

urp

ose o

r re

pro

duce

d in a

ny f

orm

or

by a

ny m

eans w

itho

ut th

e w

ritte

n c

on

sen

t of

Doug

Sh

aw

.

Sheet No.

Date

Sheet Title

Job No.

Drawn By Checked By

PRINT RECORD

1

A

2 3 4 5 6

BC

DE




7/2

8/2

021 2

:15:1

5 P

M

C:\

Users

\cw

ong\D

ocum

ents

\21033 C

TC

Pauld

ing N

urs

ing P

rogra

m_A

RC

H_R

VT

21C

_cw

ongJW

V9A

.rvt

ID-2.51

ENLARGED FINISHPLANS &ELEVATIONS

07/15/2021 21033

CW WR

CT

C P

AU

LD

ING

CA

MP

US

NU

RS

ING

PR

OG

RA

M

CH

AT

TA

HO

OC

HE

E T

EC

HN

ICA

LC

OL

LE

GE

40

0 N

AT

HA

N D

EA

N B

LV

D.

DA

LL

AS

, G

A 3

013

2

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

ENLARGED PLAN-NURSE 2401

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

ENLARGED PLAN NURSE 2066

SCALE: 3/8" = 1'-0"

240 NURSES - ELEVATION A2

SCALE: 3/8" = 1'-0"

240 NURSES - ELEVATION B3 SCALE: 3/8" = 1'-0"

240 NURSES - ELEVATION C4 SCALE: 3/8" = 1'-0"

240 NURSES - ELEVATION D5

SCALE: 3/8" = 1'-0"

206 NURSES - ELEVATION A7 SCALE: 3/8" = 1'-0"

206 NURSES - ELEVATION B8

SCALE: 3/8" = 1'-0"

206 NURSES - ELEVATION C9 SCALE: 3/8" = 1'-0"

206 NURSES - ELEVATION D10


ID-2.52

7

108

9

135°

ALIG

N

9' -

10 1

/2"

P-3

W-3

W-4

135°

W-1

W-2

W-2

W-3 W-3

W-4

P-1

P-1

COUNTERTOP

CLAD IN PL-1

BASE AS

SCHEDULED RB-1

WINDOWS AS

SCHEDULED

COUNTERTOP

CLAD IN PL-1

BASE AS

SCHEDULED

RB-1

WINDOWS AS

SCHEDULED

P-1P-1 P-1

KNEE SPACE P-1KNEE SPACE

BASE CABINETS

CLAD IN PL-41

ID-5.01

2

ID-5.01

2' - 11 1/2"1' - 6"4' - 10"1' - 6"4' - 11 1/2"

2' -

6"

COUNTERTOP

CLAD IN PL-1

BASE AS

SCHEDULED RB-1

WINDOWS AS

SCHEDULED

P-1P-1

KNEE SPACE

BASE CABINET

CLAD IN PL-21

ID-5.01

2

ID-5.01

5' - 8" 1' - 6"

P-1

COUNTERTOP

CLAD IN PL-1

BASE AS

SCHEDULED

RB-1

P-1UPPER

CABINETS CLAD

IN PL-4

BASE CABINETS

CLAD IN PL-4

KNEE SPACE

NEW PAINTED

PARTITION AND

SCHEDULED RUBBER

BASE WHERE DOOR

WAS REMOVED, P-1

AND RB-1

1

ID-5.01

2

ID-5.01

4

ID-5.01

6' - 0"

ALIG

N

1' - 6" 5' - 0" MAX. 1' - 6" 4' - 5"

2' -

6"

2' -

2"

3' -

0"

COUNTERTOP CLAD

IN SSM-1

RELOCATED CABINET

P-1

BASE AS

SCHEDULED RB-1

5

ID-5.01

1' - 0 1/2"

3' - 0"

2' -

10"

3' -

8"

SOAP DISPENSER,

COORDINATE WITH

OWNER

RELOCATED PAPER

TOWEL DISPENSER

3' -

4"

ID-2.52

4

ID-2.52

2

3

5 DEBRIEF

239

DEBRIEF

238

P-1RB-1

P-1RB-1

LVT-1

LVT-17' -

4 1

/2"

7' -

4"

P-1

COUNTERTOP AND

BACKSPLASH CLAD

IN PL-1

BASE AS SCHEDULED

RB-1

BASE CABINET

CLAD IN PL-4

COUNTER

SUPPORT BRACKET

EQ EQ

1

ID-5.01

2

ID-5.01

1' - 3"

2' -

6"

P-1

COUNTERTOP AND

BACKSPLASH CLAD

IN PL-1

BASE AS

SCHEDULED RB-1

EXISTING WINDOW

5' - 0" MAX.

COUNTER SUPPORT

BRACKET

2

ID-5.01

2' -

6"

COUNTERTOP AND

BACKSPLASH CLAD IN

PL-1

P-1

BASE AS

SCHEDULED RB-1

BASE CABINET

CLAD IN PL-4

EQ EQ

COUNTER SUPPORT

BRACKET 1

ID-5.012

ID-5.01

1' - 3"

2' -

6"

COUNTERTOP AND

BACKSPLASH CLAD

IN PL-1

BASE AS

SCHEDULED RB-1

P-1

5' - 0" MAX.

COUNTER SUPPORT

BRACKET 2

ID-5.01

2' -

6"


2020,

Jericho D

esig

n G

roup,

LLC

. T

hese d

raw

ings a

re p

rote

cte

d b

y t

he c

opyright

law

s o

f th

e U

nited S

tate

s.

These d

raw

ings o

r any

part

there

of

may n

ot

be u

sed f

or

any p

urp

ose o

r re

pro

duced in a

ny f

orm

or

by a

ny m

eans w

ithout

the w

ritt

en c

onsent

of

Doug S

haw

.

Sheet No.

Date

Sheet Title

Job No.

Drawn By Checked By

PRINT RECORD

1

A

2 3 4 5 6

BC

DE




7/2

8/2

021

2:1

6:3

5 P

M

C:\U

se

rs\c

wo

ng

\Docum

en

ts\2

10

33

CT

C P

au

ldin

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urs

ing

Pro

gra

m_A

RC

H_

RV

T2

1C

_cw

ong

JW

V9

A.r

vt

ID-2.52

ENLARGED FINISHPLANS &ELEVATIONS

07/15/2021 21033

CW WR

CT

C P

AU

LD

ING

CA

MP

US

NU

RS

ING

PR

OG

RA

M

CH

AT

TA

HO

OC

HE

E T

EC

HN

ICA

LC

OL

LE

GE

400 N

AT

HA

N D

EA

N B

LV

D.

DA

LLA

S, G

A 3

0132

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

ENLARGED PLAN OBSERVATION 2036

SCALE: 3/8" = 1'-0"

203 OBSERVATION - ELEVATION D10

SCALE: 3/8" = 1'-0"

203 OBSERVATION - ELEVATION A7

SCALE: 3/8" = 1'-0"

203 OBSERVATION - ELEVATION B8 SCALE: 3/8" = 1'-0"

203 OBSERVATION - ELEVATION C9

SCALE: 3/8" = 1'-0"

206 NURSING LAB - ELEVATION A11

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

ENLARGED PLAN-DEBRIEF ROOMS1 SCALE: 3/8" = 1'-0"

DEBRIEF 238-ELEVATION A2 SCALE: 3/8" = 1'-0"

DEBRIEF 238-ELEVATION B3 SCALE: 3/8" = 1'-0"

DEBRIEF 239-ELEVATION A4

SCALE: 3/8" = 1'-0"

DEBRIEF 239-ELEVATION B5


RELOCATED ADA COMPLIANT BASE CABINET

NEW SINK

INSULATE ALL EXPOSED PIPES PER ADA CODES, TYP.

FINISHED FLOOR; PROVIDE FLOOR FINISH IN BASE OF THIS CABINET ONLY

1/4

"1 1

/2"

2' - 1"

1"

NEW FAUCET

SOLID SURFACE AS SCHEDULED

4"

2' -

10"

*REFER TO DETAILFOR BALANCE OF NOTES

/1 ID-5.01

1/2

"

2' - 1"

1/4

"1 1

/2"

4"

SE

E E

LE

VA

TIO

N

1' -

0"

FLE

X1/2

"6"

LINE OF PARTITION

MDF BACKSPLASH &COUNTERTOP CLADIN PLASTIC LAMINATE ORSOLID SURFACE; REFERTO INTERIOR ELEVATIONS

1X4 CONTINUOUS CROSSRAIL FRONT & BACK

1x4 CONTINUOUSCLEAT TOP &BOTTOM

MDF BACK PANEL

ONE (1) MDF ADJUSTABLESHELF CLAD IN PLASTIC LAMINATE ON METAL PINS

MDF BASE PANEL

BLOCKING ASREQUIRED

FINISHED FLOOR

DOOR PULL -SEE CABINETRYNOTES

MDF DOOR CLADIN PLASTIC LAMINATE

PLASTIC LAMINATEBASE TO MATCHCABINET

DRAWER PULL -SEE CABINETRYNOTES

MDF DRAWER; PROVIDEDRAWER STOP & ROLLERS AS NEEDED; CLAD DRAWER FACE & EDGES IN PLASTIC LAMINATE

SCHEDULED BASE

3" GROMMET WHERE NEEDED

2' - 1"

STEEL IN-WALL BRACKET (RAKKS EH-1212FM, BASIS OF DESIGN), EXPOSED TOP PIECE TO BE PRIMED AND PTD TO MATCH ADJACENT WALL, REFER TO INTERIOR ELEVATIONS FOR CLARIFICATION ON LOCATIONS

MDF BACKSPLASH &COUNTERTOP CLADIN PLASTIC LAMINATE ORSOLID SURFACE; REFERTO INTERIOR ELEVATIONS

1X4 CONTINUOUS CROSSRAIL FRONT & BACK

FINISHED FLOOR

SE

E E

LE

VA

TIO

N


/1 ID-5.01

FINISHED FLOOR

WALL AS SCHEDULED

PLASTIC LAMINATE AS SPECIFIED ON 3/4" FTP


TRANSACTION TOP AS SPECIFIED

SE

E E

LE

VA

TIO

N

4' -

0"

2' - 1"

9 1/2"

HORIZ. CHASE AS NEEDED FOR ELECTRICAL

VERTICAL SUPPORT PANEL BEYOND


/1 ID-5.01

4"

4"

2' -

4"

FRY REGLET WALLCOVERING BASE TRIM #WCTBT125-217

BASE AS SPECIFIED

WALLCOVERING AS SPECIFIED

FINISHED FLOOR

WALL AS SCHEDULED






/1 ID-5.01

4"

SE

E E

LE

VA

TIO

N

1 1/2"

2' - 1"

BASE AS SPECIFIED

1' - 2"

SE

E E

LE

VA

TIO

NS

LINE OF PARTITION

1x4 CONTINUOUS CLEAT TOP & BOTTOM

MDF DOOR CLAD IN PLASTIC LAMINATE

TWO (2) ADJUSTABLE SHELVES CLAD IN PLASTIC LAMINATE OVER METAL PINS

DOOR PULL -SEE CABINETRY NOTES

MDF PANEL CLAD IN PLASTIC LAMINATE ONALL EXPOSED SURFACES

NOTE: SEE CABINETRY NOTES FOR ALL INTERIOR FINISH &CONSTRUCTION REQUIREMENTS

GRAYMELAMINEINTERIOR

SEE ELEVATIONS WHERE GLASS INSERTS OCCUR IN DOORS

MDF BACK PANEL

1/4

"

1/2"

FINISHED FLOOR



SE

E E

LE

VA

TIO

N

4' -

0"

2' - 1"

9 1/2"


/1 ID-5.01

4"

2' -

4"

FRY REGLET WALLCOVERING BASE TRIM #WCTBT125-217

WALL AS SCHEDULED




PLASTIC LAMINATE VERTICAL PANEL AS SPECIFIED

WALLCOVERING AS SCHEDULED

BASE AS SPECIFIED

1 1

/2"

FINISHED FLOOR

WALL AS SCHEDULED




2' -

6"

2' -

10"

1 1/2"2' - 1"

9 3/8"




/1 ID-5.01

4"

BASE AS SPECIFIED

FINISHED FLOOR

WALL AS SCHEDULED






/1 ID-5.01

4"

1 1/2"

1 3

/4"

4"

FLE

XF

LE

X1/2

"

6"


2020,

Jericho D

esig

n G

roup,

LLC

. T

hese d

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opyright

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e U

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These d

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or

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ose o

r re

pro

duced in a

ny f

orm

or

by a

ny m

eans w

ithout

the w

ritt

en c

onsent

of

Doug S

haw

.

Sheet No.

Date

Sheet Title

Job No.

Drawn By Checked By

PRINT RECORD

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7/2

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ID-5.01

INTERIOR SECTIONS& DETAILS

07/15/2021 21033

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0132

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

BASE CABINET - ACCESSIBLE SINK5

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

BASE CABINET - 3 DRAWERS1 SCALE: 1 1/2" = 1'-0"

COUNTERTOP - WORKSURFACE2 SCALE: 1 1/2" = 1'-0"

COUNTERTOP - NURSE STATION3

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

COUNTERTOP - ADA NURSE STATION6

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

UPPER CABINET - DOOR4

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

COUNTERTOP - NURSE STATION7 SCALE: 1 1/2" = 1'-0"

COUNTERTOP - WORKSURFACE8

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

COUNTERTOP - ADA NURSE STATION9


FURNITURE, FIXTURE & EQUIPMENT GENERAL NOTES

1. GENERAL CONTRACTOR TO COORDINATE SCHEDULED ITEMS WITH

OWNER AND OWNER'S EQUIPMENT REPRESENTATIVE. THIS INCLUDES

VERTICAL AND HORIZONTAL MOUNTING HEIGHTS OF ALL DEVICES,

COORDINATION WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL AND

PLUMBING.

2 LOW VOLTAGE BY OWNER'S EQUIPMENT REPRESENTATIVE, U.N.O.

3. FURNITURE & EQUIPMENT SHOWN HATCHED IS TO BE PROVIDED BY

OWNER.

4. GENERAL CONTRACTOR TO COORDINATE WITH OWNER/OWNER

REPRESENTATIVE ON DELIVERY SCHEDULE AND INSTALLATION FOR ALL

FFE.

PATIENT

206A

PATIENT

206B

PATIENT

206C

PATIENT

206D

PATIENT

206E

NURSING LAB

206

OBSERVATION

203

FN-02

EQ-01

NURSE

STATION

206F

EQ-03 EQ-02 EQ-03 EQ-02 EQ-03 EQ-02

EQ-03

EQ-02

EQ-03

EQ-02

PATIENT

240A

OBSERVATION

240B

PATIENT

240C

NURSING LAB

240

DEBRIEF

239

DEBRIEF

238

FN-01

238

CLASSROOM

230

EQ-02

EQ-03

EQ-02

EQ-03

EQ-02

EQ-03

EQ-03

EQ-02

EQ-03

EQ-02

EQ-03

EQ-02

P-3

EXISTING

BED

EXISTING

BED

EXISTING

BED

EXISTING

BED

NEW

BED

NEW

BED


2020,

Jericho D

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n G

roup,

LLC

. T

hese d

raw

ings a

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rote

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he c

opyright

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s o

f th

e U

nited S

tate

s.

These d

raw

ings o

r any

part

there

of

may n

ot

be u

sed f

or

any p

urp

ose o

r re

pro

duced in a

ny f

orm

or

by a

ny m

eans w

ithout

the w

ritt

en c

onsent

of

Doug S

haw

.

Sheet No.

Date

Sheet Title

Job No.

Drawn By Checked By

PRINT RECORD

1

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2 3 4 5 6

BC

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7/2

8/2

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ID-6.01

FURNITURE &EQUIPMENT PLANS

07/15/2021 21033

CW WR

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A 3

0132

EQUIPMENT SCHEDULE (EQ-)

TAG NO. DESCRIPTION

FURNISHED BY INSTALLED BY

NOTESCONTRACTOR OWNER CONTRACTOR OWNER

EQ-01 DIGITAL SCREEN MOUNTED 66"AFF X X CONFIRM WITH OWNER ON TV SPEC AND LOCATION

EQ-02 DIGITAL SCREEN MOUNTED 36"AFF X X SPEC: LAERDAL, ALL IN ONE PANEL PC INSTRUCTOR, PAT.MONITOR #400-29301

EQ-03 HEADWALL MOUNTED 88" AFF X X SPEC: POCKET NURSE, SAPPHIRE HEADWALL PACKAGE

FURNITURE SCHEDULE (FN-)

TAG NO. DESCRIPTION

FURNISHED BY INSTALLED BY

NOTESCONTRACTOR OWNER CONTRACTOR OWNER

FN-01 8'-0" WIDE WHITEBOARD PROVIDED / INSTALLED BY UA X X COORDINATE WITH OWNER FOR SPECIFICATION

FN-02 6'-0" WIDE WHITEBOARD PROVIDED / INSTALLED BY UA X X COORDINATE WITH OWNER FOR SPECIFICATION

SCALE: 1/8" = 1'-0"

Furniture & Equipment plan - Rooms203,206,2081 SCALE: 1/8" = 1'-0"

Furniture & Equipment plan - Room238,239,2402


LEGEND - PLUMBING

BELOW GRADE

BELOW FLOOR

ABOVE FLOOR

ABOVE CEILING

BELOW FINISHED GRADE

BELOW FINISHED FLOOR

ABOVE FINISHED GRADE

ABOVE FINISHED FLOOR

B/G

B/F

A/F

A/C

BFG

BFF

AFG

AFF

REFER TO PLUMBING KEYNOTES

CONNECT TO EXISTING

DIRECTION OF PITCH OF PIPE

DIRECTION OF FLOW IN PIPE

I.E. INVERT ELEVATION

THERMOMETER

PRESSURE GAUGE WITH GAUGE COCK

TRAP PRIMERTPTP

TEMPERATURE AND PRESSUER RELIEF VALVET & P

PRESSURE REDUCING VALVEPRV

REDUCED PRESSURE ZONE (BFP)RPZ

BACKFLOW PREVENTER ASSEMBLYBFP

WATER HAMMER ARRESTOR (P.D.I SIZE)WHA

BALANCING COCK OR VALVEBC

CV

BV

FLOOR DRAIN

SANITARY VENT THROUGH ROOF

NATURAL GAS PIPING

HOT WATER RECIRCULATE

DOMESTIC HOT WATER

DOMESTIC COLD WATER

V VENT PIPING

SANITARY OR WASTE ABOVE GROUNDS OR W

S OR W SANITARY OR WASTE PIPING BELOW FLOOR OR GRADE

G

STRAINER

HWR

VTR

HW

CW

WCO

FCO

CO

HD

FD

HUB DRAIN

CLEANOUT

FLOOR CLEANOUT

WALL CLEANOUT

BALL VALVE

CHECK VALVE

UNION

ABBRV. DESCRIPTIONSYMBOLS

1

CONTINUE TO DESIGNATED LOCATION

P-1 PLUMBING FIXTURE DESIGNATION

NON FREEZE WALL HYDRANTNFWH

P-TRAP

PIPING UP

PIPING DOWN

PIPING TEE

GALLONS PER HOUR

PHASE

POUNDS PER SQUARE INCH

LEAVING

ENTERING

REVOLUTIONS PER MINUTE

GALLONS PER MINUTE

FOOT

DEGREE FAHRENHEIT

EFFICIENCY

GPH

PH

PSI

LVG.

ENT.

RPM

GPM

FT

^F

EFF

CUBIC FEET PER HOUR

GALLON

HORSE POWER

INCH

CFH

GAL

HP

IN

CONDENSATECD

HUB DRAIN

Projected Roof Area (Square Feet)pra

overheado/h

1/2" CW SUPPLY

1-1/4" WASTE

FINISHED FLOOR

COUNTER

TEMPERED WATER

LEONARD MODEL 2701/2" THERMOSTATICTEMPERING VALVE

1/2" HW SUPPLY

HW SUPPLY DOWN IN WALL TO FIXTURE, SEE PLAN FOR SIZE

Mechanical Electrical Plumbing

1455 Bluegrass Lakes ParkwayAlpharetta, Ga 30004

P: (678) 350−9000 F: (678) 350−9010www.Conway−Owen.com


2020,

Jericho D

esig

n G

roup,

LLC

. T

hese d

raw

ings a

re p

rote

cte

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y t

he c

opyright

law

s o

f th

e U

nited S

tate

s.

These d

raw

ings o

r any

part

there

of

may n

ot

be u

sed f

or

any p

urp

ose o

r re

pro

duced in a

ny f

orm

or

by a

ny m

eans w

ithout

the w

ritt

en c

onsent

of

Doug S

haw

.

Sheet No.

Date

Sheet Title

Job No.

Drawn By Checked By

PRINT RECORD


1

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BC

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P-0.1

LEGENDS,NOTES,SCHEDULES, &DETAILS - PLUMBING

07/15/2021 21033

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40

0 N

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N B

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D.

DA

LLA

S,

GA

30

13

2

p-X EXisting N/A N/A N/A N/A EXisting

sk-1 hand sink 1/2" 1/2" 2" 1-1/2"

ELKAY STAINLESS STEEL SINK LRAD1720 (6.5" DEPTH), CHICAGO FAUCET 895-317CPDECK MTD. FAUCET W/ WRISTBLADE HANDLES, 4"CENTERS, 1.5 GPM AERATOR,CHROME FINISH. PROVIDE P-TRAP, TAIILPIECE, INSULATION KIT & WATER STOPS.PROVIDE WITH DECK MOUNTED EYEWASH UNIT, GUARDIAN MODEL G5022BP-TMV.TMV IS TO BE ANSI Z358.1 COMPLIANT. SET EYEWASH TO TEMP TO 85^F.

TAG FIXTURE CW HW WASTE VENT SPECIFICATION

PLUMBING FIXTURE SCHEDULE

NOT TO SCALE1 Local MiXing Valve Detail NO LOOP


07/15/2021 PERMIT SET

SEE SHEET M-0.2 FOR PLUMBING GENERAL NOTES.

PLUMBING NOTES:

CONTRACTOR TO FIELD VERIFY ACTUAL SIZE, LOCATION, DIRECTION OF FLOW AND DEPTH OF EXISTING SANITARY PIPING BELOW floor.

SANITARY PIPING:

7

8

9

9.5

10

10.5

11

12

13

H H1 J2 K L L2

1 2

3





2020,

Jericho D

esig

n G

roup,

LLC

. T

hese d

raw

ings a

re p

rote

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opyright

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e U

nited S

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s.

These d

raw

ings o

r any

part

there

of

may n

ot

be u

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any p

urp

ose o

r re

pro

duced in a

ny f

orm

or

by a

ny m

eans w

ithout

the w

ritt

en c

onsent

of

Doug S

haw

.

Sheet No.

Date

Sheet Title

Job No.

Drawn By Checked By

PRINT RECORD


1

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2 3 4 5 6

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P-1.0

DEMOLITION PLAN -PLUMBING

07/15/2021 21033

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30

13

2

NORTH

1/8" = 1'-0"1 DEMOLITION PLAN - PLUMBING - ROOM 238, 239, 240

demolish ALL EXISTING CW & HW PIPING A/C TO DEMOLISHED FIXTURE BACK TO MAIN AND CAP. REPAIR INSULATION WITH LIKE KIND AND THICKNESS.

DEMOLISH EXISTING VENT PIPING AND AIR ADMITTANCE VALVE. DEMOLISH SANITARY TO FLOOR LEVEL AND CAP.

DEMOLISH EXISTING 1-1/2" CW & 3/4" HW DN IN WALL TO LEVEL BELOW. EXISTING PIPING TO BE REWORKED IN NEW SCOPE OF WORK.

key notes:1

2

3

- piping AT LIMITS OF DEMOLITION SHALL BE CAPPED, SEALED AND INSULATED WITH MATERIALS OF LIKE KIND AND THICKNESS.

general notes:

ITEMS UNDERNEATH HATCHING TO BE DEMOLISHED.



FEDCG

4.1

4

3

PATIENT

206E

PATIENT

206D

PATIENT

206C

PATIENT

206B

PATIENT

206A

NURSING LAB

206

OBSERVATION

203

NURSE STATION

206F

sk-1

2

7

8

9

9.5

10

10.5

11

12

13

H H1 J2 K L L2

PATIENT

240A OBSERVATION

240B

PATIENT

240C

NURSING LAB

240

DEBRIEF

239

DEBRIEF

238

p-Xp-Xp-X

1 1/2"CW A/C

3/4"HW A/C

1

3"S B/F

1 1/2"V A

/C





2020,

Jericho D

esig

n G

roup,

LLC

. T

hese d

raw

ings a

re p

rote

cte

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y t

he c

opyright

law

s o

f th

e U

nited S

tate

s.

These d

raw

ings o

r any

part

there

of

may n

ot

be u

sed f

or

any p

urp

ose o

r re

pro

duced in a

ny f

orm

or

by a

ny m

eans w

ithout

the w

ritt

en c

onsent

of

Doug S

haw

.

Sheet No.

Date

Sheet Title

Job No.

Drawn By Checked By

PRINT RECORD


1

A

2 3 4 5 6

BC

DE

7/1

3/2

021

3:2

5:0

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P-2.0

FLOOR PLAN -PLUMBING

07/15/2021 21033

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30

13

2

NORTH

1/8" = 1'-0"2 FLOOR PLAN - PLUMBING - ROOM 203, 206, 208

NORTH

1/8" = 1'-0"1 FLOOR PLAN - PLUMBING - ROOM 238, 239, 240

REWORK EXISTING 1-1/2"CW & 3/4"HW DOWN IN WALL TO FLOOR BELOW AND CONNECT INTO EXISTING CW & HW MAINS.

CONNECT NEW 1/2"CW & HW, 3"SANITARY & 1-1/2"VENT PIPING FROM NEW SK-1 TO EXISTING MAINS OF LIKE SIZE OR LARGER IN ADJACENT BATHROOM.

key notes:1

2

NOT TO SCALE3 ISOMETRIC VIEW - SANITARY & VENT

SK-1



DD

LEGEND - HVAC LEGEND - HVAC

DUCT SIZE TRANSITION - SINGLE LINE DUCT

DUCT - RETURN OR EXHAUST UP

DUCT - RETURN OR EXHAUST DOWN

DUCT - SUPPLY OR OUTSIDE AIR DOWN

DUCT TRANSITION - SQUARE-TO-ROUND (OR OVAL)

SYMBOL DESCRIPTIONABBR

A/C

AD

ADJ

AFF

AUTO

BAL

BDD

B/F

B/G

BHP

ABOVE CEILING

ACCESS DOOR

ADJUSTABLE

ABOVE FINISHED FLOOR

AUTOMATIC

BALANCING

BACKDRAFT DAMPER

BELOW FLOOR

BELOW GRADE

BRAKE HORSEPOWER

CFM

CON

dB

DB

DN

DR

DWG

EAT

CUBIC FEET PER MINUTE

CONCENTRIC

DECIBELS

DRY BULB

DOWN

DRAIN

DRAWING

ENTERING AIR TEMPERATURE

EF

EFF

ESP

EXHAUST FAN

EFFICIENCY

EXTERNAL STATIC PRESSURE

ea

^F

FLR

EXHAUST air

FAHRENHEIT

FLOOR

F.O. FLAT OVAL DUCT

FIRE DAMPER

DUCT - SUPPLY OR OUTSIDE AIR UP

DUCTWORK - EXISTING OR DIFFUSER TO REMAIN

DUCTWORK - NEW

CEILING SUPPLY AIR DIFFUSERTYPE-CFM

DUCT MOUNTED SMOKE DETECTOR (WIRED BY DIV. 16)

CEILING RETURN AIR REGISTER / GRILLEOR EXHAUST REGISTER / GRILLETYPE


GA GAUGE

GPM

Hz

GALLONS PER MINUTE

HERTZ

INSIDE DIMENSIONID

IN

KW

KVA

LB

INCHES

KILOWATTS

KILO VOLT AMPS

LEAVING AIR TEMPERATURE

POUNDS

LAT

MAX

MD

MFR

MIN

MOD

MAXIMUM

MANUAL DAMPER

MANUFACTURER

MINIMUM

MOTOR OPERATED DAMPER

NC

NO

NOM

OA

OBD

OD

NORMALLY CLOSED

NORMALLY OPENED

NOMINAL

OUTSIDE AIR

OPPOSED BLADE DAMPER

OUTSIDE DIMENSION

PRV

PSI

RA

RAT

PRESSURE REDUCING VALVE

POUNDS PER SQUARE INCH

RETURN AIR

RETURN AIR TRANSFER

RED

SA

REDUCER

SUPPLY AIR

SEN

SMOKE DAMPER

SENSIBLE

SF SQUARE FEET

SF

SP

SPS

SUPPLY FAN

STATIC PRESSURE

STATIC PRESSURE SENSOR

SQ

SR

TEMP

TYP

UNO

SQUARE

SUPPLY REGISTER

TEMPERATURE

TYPICAL

UNLESS NOTED OTHERWISE

VA

WB

WC

WSHP

WT

VALVE

WET BULB

WATER COLUMN

WATER SOURCE HEAT PUMP

WEIGHT

MANUAL VOLUME DAMPERMVD

THERMOSTAT

LINEAR SLOT DIFFUSER

RETURN OR EXHAUST AIR REGISTER / GRILLESIDE-WALL OR DUCT MOUNTED

TEMPERATURE SENSOR

`

FOB FLAT ON BOTTOM

DIRECTION OF AIRFLOW

HUMIDISTAT

TS

T

H

LIMITS OF DEMOLITION

CONNECT TO EXISTING

Fd

sd

FOT FLAT ON TOP

FPM

FPS

FEET PER MINUTE

FEET PER SECOND

FT

FIRE AND SMOKE DAMPER

FEET

fsd

LEGEND - HYDRONIC HVACSYMBOL DESCRIPTIONABBR

B

CT

BOILER

COOLING TOWER

CW CONDENSER WATER

CWP CONDENSER WATER PUMP

CWR CONDENSER WATER RETURN

CWS CONDENSER WATER SUPPLY

EWT ENTERING WATER TEMPERATURE

GPM GALLONS PER MINUTE

LWT LEAVING WATER TEMPERATURE

LEGEND - MECHANICAL/ELECTRICAL

A

FLA

HZ

KVA

KW

MCA

MOCP

PH

V

W

~

AMPS

FULL LOAD AMPS

HERTZ

KILOVOLT AMPS

KILOWATT

MINIMUM CIRCUIT AMPACITY

MAXIMUM OVERCURRENT PROTECTION

PHASE

VOLT/VOLTAGE

WATTS


42" (min)

151-600v equipment

concrete, brick, or tile wall

clearance to grounded parts

36" (min)

30"(min)

36" (min)

30"(min)

working clearance

working clearance48" (min)

90^(min)151-600v equipment

151-600v shared clearances

36" (min)

0-150v shared clearances

0-150v equipment

key note:

30" or equipment width, whichever is greater (typ).1

1

1

MAX. 6'-0"FLEX DUCT

FLEX DUCT SIZE SHALLMATCH NECK SIZE

SUPPLY DUCT

COLLAR

HAND DAMPER

DRAW BAND WITHSILICONE SEALER

CEILING

CEILINGDIFFUSER

MANUAL VOLUME DAMPER WITH 2" STANDOFF

DUCT INSULATION

SUPPLY DUCT

FRONT VIEW

TOP VIEW

where duct is insulated provide manual volume damper with 2" standoff

CEILING

CEILING RAGRILLE

1/2" SOUND LINER

STEEL SQUARE DUCTSEE PLANS FOR DIMENSIONS

22" MIN.





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Sheet No.

Date

Sheet Title

Job No.

Drawn By Checked By

PRINT RECORD


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M-0.1

LEGEND,SCHEDULES, &DETAILS - HVAC

07/15/2021 21033

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2

indoor design db (other) 70^F

outdoor design (ashrae 99.6) 18^f

Heating - winter design

indoor design db 75^f / 50%

Outdoor design db/ Coincidentwb (ashrae 0.4) 93.9 ^f / 74.8^f

Cooling - Summer design

Design Conditions



NOTE:1: RUNOUT SIZE SHALL BE EQUAL TO NECK SIZE, UNLESS NOTED OTHERWISE ON DRAWINGS.2: FINISH FOR ALL DEVICES SHALL BE NO. 26 WHITE, UNLESS OTHERWISE INDICATED ON ARCHITECTURAL DRAWINGS.3: SEE NECK SIZE SCHEDULE.4: CONTRACTOR SHALL BALANCE DIFFUSER/GRILLE TO AIRFLOW LISTED ON PLANS.5: SEE ARCHITECTURAL PLANS FOR CEILING/wall TYPE. provide correct border type for ceiling/wall application.6: provide with remote balancing damper, similar to young regulator. when diffuser is above inaccessible ceiling.7: provide with return boot. see detail for more information.

X - - - - - - - - - EXISTING - - - - - 4b ra 24"x24" 22"x22" - - - 30 0.10 n titus: 45f - - - - - 2 4 5 7a sa 24"x24" NOTE 3 NOTE 1 - - 30 0.10 n titus: Omni ` - 120 CFM 125 - 220 CFM 225 - 350 CFM 355 - 450 CFM 455 - 550 CFM 2 4 5 6

6"~ 8"~ 10"~ 12"~ 14"~

tag type ofservice

facesize

necksize

runoutsize

# ofslots

slotwidth

MaX roomnc

maX sp(in wg)

integraldamper basis of design

neck size schedulenotes

Diffuser, Register & Grille schedule

NOTES:1: EXISTING UNIT TO REMAIN.

(E)wshp-219 1,140 - - - - - - - - - - - - - - EXISTING 1(E)wshp-218 1,025 - - - - - - - - - - - - - - EXISTING 1(E)wshp-206 820 - - - - - - - - - - - - - - EXISTING 1(E)wshp-204 900 - - - - - - - - - - - - - - EXISTING 1(E)wshp-202 900 - - - - - - - - - - - - - - EXISTING 1(E)wshp-201 1,500 - - - - - - - - - - - - - - EXISTING 1

total sen. db/WB db/WB EWT/LWT EAT/LAT Ewt/LWT

supply aircfm

eXt. staticpress.

mbh EAT(^F) LAT(^F) Water(^F)mbhhtg.

Air(^F) Water(^F)gpm p.d. (ft.) mca (amps) mfs (amps) volt/

ph

tag

fan section cooling cycle heating cycle condenser electrical data

basis of design notes

Water Source Heat Pump Schedule

NOT TO SCALE1 Typical NEC Equipment Clearances

NOT TO SCALE2 TYPICAL DIFFUSER CONNECTION (SIDE OF DUCT)

NOT TO SCALE3 Manual Volume Damper w/ Standoff

NOT TO SCALE4 TYPICAL RETURN BOOT DETAIL





2020,

Jericho D

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roup,

LLC

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pro

duced in a

ny f

orm

or

by a

ny m

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.

Sheet No.

Date

Sheet Title

Job No.

Drawn By Checked By

PRINT RECORD


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M-0.2

SPECIFICATIONS -HVAC

07/15/2021 21033

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MECHANICAL AND PLUMBING GENERAL NOTES

1. ALL WORK SHALL COMPLY WITH ALL LOCAL BUILDING CODES, LAWS, REGULATIONS, ORDINANCES, SMACNA STANDARDS, AND ASHRAE GUIDELINES.

2. THE WORK SHALL CONSIST OF ALL LABOR AND MATERIAL TO COMPLETELY INSTALL ALL WORKS AS SHOWN ON THESE DRAWINGS.

3. COORDINATE LOCATION OF PIPE ROUTING, DUCTWORK AND DIFFUSERS WITH LIGHT FIXTURES WITH ELECTRICAL CONTRACTOR. RELOCATE PIPING &/OR DUCTWORK, IF NECESSARY, AS DIRECTED BY THE ARCHITECT/ENGINEER.

4. ALL WORK ASSOCIATED WITH THE SCOPE OF THIS PROJECT INCLUDING EQUIPMENT, ACCESSORIES, DEVICES, SYSTEMS, ETC. SHALL BE COVERED BY A ONE YEAR GUARANTEE WHICH SHALL START AT THE TIME OF FINAL ACCEPTANCE BY THE OWNER. ANY DEFECTS IN PRODUCTS, INSTALLATION, WORKMANSHIP SHALL BE CORRECTED AT NO ADDITIONAL CHARGE AND SHALL INCLUDE ANY NECESSARY REPAIRS TO WALLS, FLOORS, MILLWORK, ETC. WHICH SHALL BE REPAIRED BACK TO NEW AND FINISHED CONDITION.

5. THE CONTRACTOR SHALL KEEP A RECORD OF THE CHANGES WHICH ARE IN CONFLICT WITH THESE DRAWINGS AND SPECIFICATIONS. AT THE COMPLETION OF THIS WORK THE CONTRACTOR SHALL SUBMIT "AS BUILT" PRINTS TO THE OWNER.

6. THE DRAWINGS ARE DIAGRAMMATIC AND DO NOT NECESSARILY SHOW THE EXACT ROUTING OR DETAILED FITTINGS. ALL WORK SHALL BE INSTALLED AS A COMPLETE SYSTEM WITH NECESSARY COMPONENTS, FITTINGS, STRAPS, ETC. ALL DAMPERS AND VALVES SHALL BE INSTALLED SO THAt THEY ARE ACCESSIBLE.

7. REFER TO THE ENTIRE CONTRACT DRAWING SET AND SPECIFICATIONS FOR GUIDANCE ON DIMENSIONS, CEILING HEIGHTS, DOOR SWINGS, ROOM FINISHES, STRUCTURAL DETAILS, LOCATIONS OF DUCTWORK, PIPING AND STRUCTURAL MEMBERS. INSTALL THE MECHANICAL SYSTEMS SO AS NOT To INTERFERE WITH THE INSTALLATION OR FUNCTION OF ANOTHER DISCIPLINES WORK.

8. ALL DUCT AND PIPING MUST BE CONCEALED ABOVE THE CEILING OR IN THE WALLS UNLESS OTHERWISE NOTED.

9. COORDINATE DIFFUSER LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLAN TO VERIFY FRAME TYPES BASED ON CEILING TYPE.

10. COORDINATE VALVE LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLAN TO MAKE CERTAIN NONE ARE INSTALLED OVER GYPSUM BOARD CEILINGS.

11. THE CONTRACTOR SHALL INSTALL ALL WORK IN A NEAT AND wORKMANLIKE MANNER aND ACCORDING TO GENERALLY ACCEPTED pRACTICES OF FIRST CLASS workmanship.

12. THERMOSTATS SHALL BE LOCATED IN EACH ZONE AS INDICATED ON PLAN. THE EXACT LOCATION ON THE WALL SHALL BE AS DIRECTED BY tHE ARCHITECT.

13. CONTRACTOR SHALL PROVIDE (2) SETS OF FILTERS FOR water source heat pump: ONE DURING CONSTRUCTION AND ONE SET AT COMPLETION OF CONSTRUCTION. FILTERS SHALL BE 1" THICK PLEATED, MINIMUM 30% EFFICIENT (MERV RATING OF 7).

14. ALL DIMENSIONS OF EXISTING CONSTRUCTION ARE APPROXIMATE. THE cONTRACTORS SHALL MAKE ALL NECESSARY FIELD MEASUREMENTS OF EXISTING STRUCTURES, AND EQUIPMENT TO VERIFY DIMENSIONS SHOWN ON THE DRAWINGS. PROVIDE PROPER DIMENSIONS NOT SHOWN PRIOR TO EQUIPMENT FABRICATION. ALL COST FOR MODIFICATIONS OF NEW CONSTRUCTION DUE TO LACK OF CONFIRMATION OF DIMENSIONS BY FIELD MEASUREMENT SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR.

15. ALL PIPING, DUCTWORK, INSULATION, CONSTRUCTION STANDARDS, ETC. MUST BE EQUAL TO OR GREATER THAN EXISTING BUILDING STANDARDS. THE USE OF RIGID FIBER DUCT BOARD AND PVC IS NOT PERMITTED.

16. LANDLORD SHALL HAVE FIRST REFUSAL FOR EXISTING EQUIPMENT AND MATERIALS SHOWN OR LISTED TO BE REMOVED FROM THE PROPERTY. EQUIPMENT AND MATERIALS SHALL BECOME PROPERTY OF THE CONTRACTOR AND REMOVED FROM THE SITE IF NOT ACCEPTED BY THE LANDLORD.

17. CONTRACTOR SHALL PROVIDE MANUAL VOLUME DAMPER AT SUPPLY AND/OR RETURN AIR TAKE-OFFS IF NONE EXIST TO PROPERLY BALANCE SYSTEMS WITHIN THE SCOPE OF WORK.

18. CONTRACTOR SHALL CLEAN AND/OR PAINT EXISTING AIR DISTRIBUTION DEVICES TO REMAIN.

FIRE PROTECTION NOTES

1. CONTRACTOR SHALL PROVIDE stamped SPRINKLER DRAWINGS IN COMPLIANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, AND IN ACCORDANCE WITH NFPA.. CONTRACTOR SHALL PROVIDE GUARANTEE COVERING ALL WORK AND MATERIALS FOR ONE YEAR.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FLOW TEST DATA AND PREPARING HYDRAULIC CALCULATIONS IF REQUIRED BY AUTHORITY HAVING JURISDICTION.

3. CONTRACTOR TO CONFIRM STRUCTURAL AND SUPPLY HYDRAULIC INFORMATION PRIOR TO SYSTEM MODIFICATION AND INSTALLATION.

4. CONTRACTOR TO FIELD VERIFY THE EXACT LOCATION OF ALL HEADS TO INSURE WORK WILL NOT CONFLICT WITH CEILING GRID AND LIGHTS. cOORDINATE WITH ALL OTHER TRADES

5. RELOCATE/PROVIDE NEW (MATCH EXISTING TYPE) SPRINKLER HEADS AND COORDINATE WITH LIGHTS, GRILLES, & DIFFUSERS WITHIN THE REQUIREMENTS OF NFPA 13.

6. REVISED SPRINKLER LAYOUT SHALL COMPLY WITH NFPA 13.

7. SPRINKLER PIPING SHALL BE ASTM A135, SCHEDULE 40 BLACK STEEL FOR 2" AND SMALLER PIPE SCHEDULE 10 BLACK STEEL MAY BE USED FOR 2-1/2" AND LARGER PIPE.

MECHANICAL (HVAC & PLUMBING) SPECIFICATIONS

A. GENERAL CONDITIONS OTHER CONTRACT DOCUMENTS

1. THE GENERAL CONDITIONS AND OTHER CONTRACT DOCUmENTS AS SET FORTH HEREBY ARE TO BE INCORPORATED INTO AND BECOME A PART OF THE SPECIFICATIONS FOR THE WORK UNDER THIS DIVISION.

B. CODES AND PERMITS

1. COMPLY WITH ALL RULES, REGULATIONS OF STATE, COUNTY, AND CITY AUTHORITIES HAVING JURISDICTION OVER THE PREMISES, INCLUDING SAFETY REQUIREMENTS OF OSHA. DO NOt CONSTRUE THIS AS RELIEVING CONTRACTOR FROM COMPLYING WITH SPECIFICATIONS WHICH EXCEED CODE REQUIREMENTS AND NOT IN CONFLICT THEREWITH.

2. SECURE AND PAY FOR ALL PERMITS AND CERTIFICATES OF INSPECTION REQUIRED

C. LOCAL CONDITIONS:

1. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND BE FAMILIAR WITH ALL EXISTING CONDITIONS. SPECIAL ATTENTION SHALL BE GIVEN TO WORK TO BE PERFORMED ABOVE AN EXISTING CEILING. NO ALLOWANCE WILL BE MADE FOR LACK OF KNOWLEDGE OF EXISTING CONDITIONS.

2. THIS CONTRACTOR SHALL BE HELD TO HAVE EXAMINED THE PREMISES AND SITE SO AS TO COMPARE THEM WITH THE DRAWINGS AND SPECIFICATIONS. NO ALLOWANCE SHALL BE MADE TO THE CONTRACTOR BY REASON OF HIS FAILURE TO HAVE MADE SUCH EXAMINATION OR OF ANY ERROR ON HIS PART.

3. WHERE EXISTING SLABS ARE TO BE CUT OR CORE DRILLED, THE CONTRACTOR SHALL X-RAY THE EXISTING SLABS TO AVOID CUTTING OR DISRUPTING EXISTING CONDUITS, CABLES, PLUMBING OR STRUCTURAL MEMBERS.

4. HVAC SYSTEMS, PLUMBING SYSTEMS, AND ELECTRICAL SERVICE TO THE BUILDING SHALL NOT BE INTERRUPTED WITHOUT WRITTEN CONSENT OF THE BUILDING OWNER.

5. AT THE COMPLETION OF THE PROJECT, ALL WORK UNDER THIS DIVISION SHALL BE COMPLETELY INTEGRATED WITH THE EXISTING SYSTEMS AND LEFT IN PERFECT OPERATING cONDITION.

6. PRIOR TO ANY DEMOLITION OR CONSTRUCTION THE CONTRACTOR SHALL HAVE THE EXISTING CONDITIONs INSPECTED BY AN EPA, OSHA CERTIFIED ASBESTOS ABATEMENT AGENCY TO IDENTIFY THE PRESENCE OF ASBESTOS. SHOULD ANY ASBESTOS BE FOUND IT SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT AND OWNER AND SPECIFICALLY IDENTIFIED IN WRITING.

D. DRAWINGS

1. DRAWINGS AND SPECIFICATIONS ARE TO BE CONSIDERED AS SUPPLEMENTING EACH OTHER. WORK SPECIFIED SHALL BE PERFORMED OR FURNISHED AS THOUGH MENTIONED IN BOTH SPECIFICATIONS AND DRAWINGS.

2. THE DRAWINGS ARE SCHEMATIC ONLY AND ARE INTENDED TO SHOW APPROXIMATE LOCATIONS. DO NOT SCALE

E. SHOP DRAWINGS/submittals

1. THIS CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON THE ITEMS OF EQUIPMENT AND SYSTEMS AS NECESSARY TO CLEARLY SHOW EQUIPMENT AND CONSTRUCTION.

2. THE GENERAL CONTRACTOR SHALL REVEW, COMMENT AND STAMP THE SHOPDRAWINGS/SUBMITTALS PRIOR TO THE ENGINEER REVIEW

F. SUPERVISION

1. THIS CONTRACTOR SHALL HAVE IN CHARGE OF THE WORK, A COMPETENT SUPERINTENDENT WITH EXPERIENCE IN THE WORK TO BE INSTALLED UNDER THIS CONTRACT.

G. COORDINATION

1. THIS CONTRACTOR SHALL COORDINATE HIS WORK AND COOPERATE WITH THE OTHER CONTRACTORS. HE SHALL ARRANGE HIS WORK WITH THEIRS SO THAT THERE WILL BE NO DELAY IN THE PROPER INSTALLATION.

2. EXAMINE WORK OF OTHER TRADES WHICH COMES IN CONTACT WITH OR IS COVERED BY THIS WORK. DO NOT ATTACH TO, COVER, OR FINISH AGAINST ANY DEFECTIVE WORK, OR INSTALL WORK OF THIS DIVISION IN A MANNER WHICH WILL PREVENT OTHER TRADES FROM PROPERLY INSTALLING THEIR WORK. CONSULT ALL DRAWINGS, SPECIFICATIONS AND DETAILS OF OTHER DIVISIONS OF THE WORK

H. CUTTING AND PATCHING

1. ALL CUTTING AND PATCHING WORK RELATED TO THIS CONTRACT WILL BE THE RESPONSIBILITY OF THIS CONTRACTOR. REPAIRS SHALL MATCH NEW AND/OR EXISTING CONDITIONS.

I. GUARANTEE AND WARRANTIES

1. CONTRACTOR SHALL WARRANT THAT EQUIPMENT AND ALL WORK IS INSTALLED IN ACCORDANCE WITH GOOD ENGINEERING PRACTICE AND THAT ALL EQUIPMENT WILL MEET REQUIREMENTS SPECIFIED. ANY EQUIPMENT FAILING TO PERFORM OR FUNCTION AS SPECIFIED SHALL BE REPLACED WITH COMPLYING EQUIPMENT, WITHOUT COST TO THE OWNER.

2. GUARANTEE AGAINST DEFECTS IN WORKMANSHIP AND MATERIALS. MAKE GOOD REPAIR OR REPLACE ANY DEFECTIVE WORK, MATERIAL OR EQUIPMENT WITHIN (1) ONE YEAR FROM DATE OF ACCEPTANCE.

J. INSTALLATION REQUIREMENTS

1. LOCATIONS OF PIPING, EQUIPMENT, DUCTS, ETC., ON THE DRAWINGS IS DIAGRAMMATIC. INDICATED POSITIONS SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE. EXACT LOCATIONS SHALL BE SUBJECT TO BUILDING CONSTRUCTION AND INTERFERENCES WITH OTHER WORK. ARCHITECT RESERVES THE RIGHT TO MAKE MINOR CHANGES IN LOCATION OF ANY PART OF THE WORK UP TO THE TIME OF ROUGHING-IN WITHOUT ADDITIONAL COST.

K. TEST AND ADJUSTMENTS

1. OBTAIN ALL INSPECTIONS REQUIRED BY LAW, ORDINANCES, RULES, REGULATIONS OF AUTHORITIES HAVING JURISDICTION, FURNISH CERTIFICATES OF SUCH INSPECTIONS. PAY ALL FEES AND PROVIDE ALL EQUIPMENT, POWER AND LABOR NECESSARY FOR INSPECTIONS AND TEST.

2. PRESSURE TESTSA. ALL PIPING SHALL BE GIVEN THE FOLLOWING PRESSURE TEST WITHOUT APPRECIABLE PRESSURE DROP. EQUIPMENT WHICH WOULD BE DAMAGED BY THE REQUIRED TEST PRESSURE SHALL BE ISOLATED FROM THE SYSTEM DURING TESTING.

SERVICE MEDIUM (PSI) HRS. DOMESTIC WATER WATER 125 6

B. SANITARY SEWERS PER STATE PLUMBING CODE AND LOCAL AUTHORITY.

L. HVAC SYSTEMS ADJUSTMENTS AND BALANCE

1. PROVIDE A COMPLETE TEST AND BALANCE OF THE SYSTEMS THAT SERVE THIS SPACE. PLACE ALL HEATING, VENTILATING, AND AIR CONDITIONING SYSTEMS AND EQUIPMENT INTO FULL OPERATION AND CONTINUE OPERATION OF SAME DURING EACH WORKING DAY OF TESTING AND BALANCING. EVERY SUPPLY OUTLET SHALL BE TESTED AND BALANCED TO WITHIN 10% OF AIR QUANTITIES SHOWN. OUTSIDE AIR AND EXHAUST AIR SHALL BE BALANCED TO WITHIN 5% OF AIR QUANTITIES SHOWN. CFM OFFSETS WHERE CALLED OUT SHALL BE MET WITHIN 5% OF CFM LISTED.

2. THE TEST AND BALANCE SHALL BE PERFORMED BY AN AABC OR NEBB CERTIFIED TEST AND BALANCE CONTRACTOR THAT MUST BE A DIFFERENT COMPANY THAN THE MECHANICAL CONTRACTOR.

3. SUBMIT A CERTIFIED TEST AND BALANCE REPORT TO THE ENGINEER FOR APPROVAL. REPORT SHALL INCLUDE (AT A MINIMUM) THE FOLLOWING: A. NAMEPLATE DATA FOR ALL POWERED DEVICES. B. DIFFUSER LAYOUT (DRAWING) DEPICTING ALL DIFFUSERS AND

EQUIPMENT. DIFFUSER TAGS SHALL SHOW THE INITIAL AND FINAL READINGS OF ALL DIFFUSERS AND GRILLES.

C. AIRFLOW AT UNIT SUPPLY, RETURN, AND OUTSIDE AIR (IF APPLICABLE) CONNECTIONS.

D. AIRFLOW AT ALL SUPPLY AIR DIFFUSERS E. AIRFLOW AT ALL EXHAUST GRILLES. F. AIRFLOW AT OUTSIDE AIR CONNECTIONS.

G. AIR TEMPERATURE INLET AND OUTLET AT EACH NEW HEATING OR COOLING COIL. DISCHARGE MAY BE RECORDED AT A DIFFUSER OUTLET.

H. WATER FLOW AT UNIT COILS HA. ENTERING AND LEAVING WATER TEMPERATURE I. WATER FLOW AT PUMP DISCHARGE IA. PRESSURE AND TEMPERATURE AT DISCHARGE

4. FINAL DIFFUSER READINGS THAT DIFFER FROM THE DRAWINGS BY MORE

THAN THE LIMITS ABOVE SHALL BE NOTED IN THE REPORT.

5. EXISTING EQUIPMENT TO REMAIN: THE MECHANICAL CONTRACTOR SHALL THOROUGHLY INSPECT AND TEST THE OPERATION OF THE EACH EXISTING HEATING/COOLING SYSTEM (PRIOR TO TEST & BALANCE) AND SUBMIT ANY REPAIR/REPLACEMENT RECOMMENDATIONS TO THE ENGINEER. TEST AND BALANCE REPORT SHALL INCLUDE EXISTING DIFFUSERS WITH TAGS SHOWING EXISTING AIRFLOW READINGS.

M. INSULATION

1. ALL INSULATION SHALL BE INSTALLED OVER CLEAN DRY SURFACES. INSULATION MUST BE DRY AND IN GOOD CONDITION. WET OR DAMAGED INSULATION WILL NOT BE ACCEPTABLE. NO INSULATION SHALL BE APPLIED PRIOR TO PRESSURE TEST COMPLETION OF THE RESPECTIVE PIPING SYSTEMS. INSTALLATION SHALL BE CONTINUOUS.

2. FIBERGLASS PIPE INSULATION SHALL BE INSTALLED WITH JOINTS BUTTED FIRMLY TOGETHER. JACKET LAPS TO BE SEALED WITH FACTORY APPLIED ADHESIVE. BUTT JOINTS TO BE SEALED WITH BUTT STRIPS, HAVING FACTORY APPLIED ADHESIVE VALVES AND FITTINGS SHALL BE INSULATED USING MITERED SECTIONS OF INSULATION, INSULATION CEMENT, OR PRE-MOLDED FITTING INSULATION. THE INSULATION APPLIED TO THE VALVES, FITTINGS AND THROUGH HANGERS SHALL BE COVERED WITH THE SAME TYPE OF COVERING AS USED ON THE PIPE INSULATION. PIPE SHIELDS TO BE pROVIDED At all supports.

3. PROVIDE THE FOLLOWING INSULATION PRODUCTS AS MANUFACTURED BY OWENS-CORNING. INSULATION PRODUCTS AS MANUFACTURED BY ARMSTRONG, CERTAINTEED OR KNAUF ARE ACCEPTABLE. ADHESIVE SHALL BE BENJAMIN FOSTER OR EQUAL.

4. SUPPLY AND OUTSIDE AIR DUCT SHALL BE MINIMUM R=6.0 OR R=8.0 WHEN INSTALLED IN UNCONDITIONED SPACE. RETURN AIR SHALL BE INSULATED WHEN INSTALLED IN UNCONDITIONED SPACES, OR AS NOTED. EXHAUST DUCT SHALL BE INSULATED WHERE NOTED.

5. MATERIALS 5.1. DOMESTIC HOT WATER: 1" THICK ASJ/SSL FIBERGLASS FOR PIPE SIZES 1-1/4" OR

SMALLER, 1-1/2" THICKASJ/SSL FIBERGLASS FOR PIPE SIZES 1-1/2" & GREATER. 5.2. DOMESTIC COLD WATER: 1" THICK ASJ/SSL FIBERGLASS. 5.3. SUPPLY DUCT: 2" MINIMUM THICK DUCT WRAP. 5.4. refrigerant piping: 1" thick asj/ssl fiberglass. 5.5. ALL INSULATION SHALL MEET 25/50 FLAME AND SMOKE SPREAD RATING FOR

PLENUM APPLICATIONS.

6. EXISTING & NEW PVC OR NON-COMPLIANT PLENUM RATED MATERIALS SHALL BE WRAPPED WITH 3M FIRE BARRIER OR EQUIVALENT PRODUCT OR CONSTRUCTED WITH PLENUM COMPLIANT MATERIALS.

N. DUCTWORK

1. ALL DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED IN COMPLIANCE WITH SMACNA HVAC DUCT CONSTRUCTION STANDARDS (2005 ED. OR LATER).

2. NEW DUCTWORK SHALL BE CONSTRUCTED OF GALVANIZED SHEET METAL AND INSTALLED AS SHOWN ON THE DRAWINGS. ALL SHEETMETAL DUCT JOINTS & SEAMS (MINIMUM SEAL CLASS B) SHALL BE SEALED WITH TAPES AND MASTICS AS LISTED IN UL STANDARDS 181A AND 181B.

3. duct sizes indicated on plans are free inside clear dimensions unless otherwise noted

4. LEAKAGE RATE ALLOWANCE SHALL BE THE LESSER OF SMACNA CLASS B LEAKAGE CALCULATION OR 5% OF SYSTEM CFM.

5. LOW PRESSURE FLEXIBLE DUCTWORK SHALL BE LIMITED TO 6' IN LENGTH. FLEXIBLE DUCTS SHALL BE INSTALLED IN A FULLY EXTENDED CONDITION FREE OF SAGS AND KINKS, USING ONLY THE MINIMUM LENGTH REQUIRED TO MAKE THE CONNECTION. FLEXIBLE DUCT SHALL BE LISTED AS A CLASS I AIR DUCT AND SHALL COMPLY WITH UL STANDARD 181, NFPA 90A & B. DUCT SHALL HAVE A MAXIMUM FLAME SPREAD RATING OF 25, A MAXIMUM SMOKE RATING OF 50, SHALL BE RATED FOR POSITIVE PRESSURE OF 10"(W.C.) AND NEGATIVE PRESSURE OF 1/2"(W.G.). INSULATION SHALL BE A MINIMUM OF 2" THICK 3/4" PCF DENSITY FIBERGLASS WITH A MINIMUM VALUE OF R=6.0. FLEXIBLE DUCT SHALL BE THERMAFLEX TYPE M-KE, FLEXMASTER TYPE 8M, OR EQUAL.

6. EXISTING FLEXIBLE DUCT: REPAIR TORN OR DAMAGED VAPOR BARRIER/JACKET WITH DUCT TAPES LISTED AND LABELED TO UL 181B. IF INTERNAL CORE IS PENETRATED, REPLACE FLEXIBLE DUCT OR TREAT AS A SPLICE.

7. ELBOWS 45 DEGREES & GREATER IN ALL DUCT SYSTEMS MUST BE EITHER FULL-RADIUS OR MITERED WITH TURNING VANES.

7.1. INSTALL TURNING VANES FOR ALL RECTANGULAR MITERED ELBOWS. 7.2. FOR DUCTS WITH VELOCITIES LESS THAN 2,200 FPM PROVIDE SINGLE WALL

TYPE. 7.3. FOR DUCTS WITH VELOCITIES GREATER THAN 2,200 FPM PROVIDE DOUBLE

WALL TYPE.

8. FIRE DAMPERS IN DUCTWORK SHALL BE TYPE 'B' STYLE WITH SHUTTER OUTSIDE OF AIRSTREAM.

O. MATERIALS

1. PIPE AND FITTINGS DOMESTIC WATER - TYPE "L" HARD COPPER.

2. CONDENSATE PIPING - TYPE "M" OR DWV COPPER TUBING, NO-HUB CAST IRON, OR PVC (EXCEPT IN RETURN AIR PLENUMS).

3. WASTE & VENT PIPING (ABOVE GROUND INTERIOR): NO-HUB CAST IRON. BUILDING SEWERS & DRAINS (UNDERGROUND): SANITARY SEWERS SHALL BE SERVICE WEIGHT CAST IRON, BELL & SPIGOT, SOIL PIPE WITH TYLER "TY-SEAL" NEOPRENE PIPE GASKETS.

4. REFRIGERANT PIPING - SEAMLESS COPPER TUBE, HARD DRAWN, ASTM B75, TYPE K OR L B88. FITTINGS SHALL BE WROUGHT COPPER OR WROUGHT BRONZE WITH SILVER SOLDER.

5. GAS PIPNG SHALL BE PAINTED YELLOW, OR AS LANDLORD REQUIRES.

P. WASTE SYSTEMS

1. RUN ALL DRAINAGE PIPING AS DIRECT AS POSSIBLE. ACTUAL LOCATION OF DRAINS AND WASTE PIPING SHALL MEET THE VARIOUS BUILDING CONDITIONS. DO ANY WORK NECESSARY TO CONCEAL PIPING OR CLEAR PIPING OF OTHER TRADES.

2. HUB DRAINS SHALL BE PROVIDED WITH TRAP PRIMER.

3. WASTE PIPING SHALL BE SLOPED AT A MINIMUM OF 1/4" PER FOOT FOR PIPE SIZES 2-1/2" OR LESS, 1/8" PER FOOT FOR PIPE SIZES 3" TO 6" AND 1/16" PER FOOT FOR PIPE SIZES 8" OR GREATER.

4. CONDENSATE PIPING SHALL BE SLOPED AT A MINIMUM OF 1/8" PER FOOT.

Q. PIPING HANGER SPACING

1. INSTALL HANGERS AND SUPPORTS IN PIPING SYSTEMS TO REMOVE STRESS FROM SYSTEM. SPACE HANGERS AND SUPPORTS PER THE FOLLOWING TABLES:

1.1. COPPER PIPE: 1-1/4" OR SMALLER - 6' MAXIMUM SPACING & 1-1/2" OR LARGER - 10' MAXIMUM SPACING1.2.CAST IRON PIPE: ALL SIZES - 5' MAXIMUM SPACING (SPACING OF 10' MAY BE USED WHEN 10' PIPE LENGTH ARE UTILIZED.

1.3. PVC PIPE: ALL SIZES - 4' MAXIMUM SPACING 1.4. CPVC PIPE: 1" OR SMALLER - 3' MAXIMUM SPACING & 1-1/4" OR LARGER - 4' MAXIMUM

SPACING

R. VALVES

1. VALVES IN WATER PIPING: BALL VALVES WITH SCREWED ENDS, MIN. 150 LBS., SWP. VALVES USED FOR SHUT-OFF AND BALANCING SHALL BE EQUIPPED WITH MEMORY STOP.

S. WIRING

1. ALL WIRING INCIDENTAL TO THIS TEMPERATURE CONTROL SYSTEM SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR.

2. THE TERM "WIRING" SHALL BE CONSTRUED TO INCLUDE FURNISHING OF WIRE, CONDUIT, MISCELLANEOUS MATERIALS AND LABOR AS REQUIRED FOR MOUNTING AND CONNECTING ELECTRICAL CONTROL DEVICES, AND CONNECTING ELECTRICAL DEVICES, AND PROVIDING ELECTRICAL INTERLOCKS BETWEEN EQUIPMENT.

T. EQUIPMENT

1. SEE SCHEDULES ON DRAWING.

2. THE BASIS OF DESIGN INDICATED ON ALL SCHEDULES CONTAINED ON THESE DRAWINS INDICATES MINIMUM QUALITY AND CONSTRUCTION STANDARDS. ALTERNATE MANUFACTURERS EQUIPMENT MAY BE USED SO LONG AS THE EQUIPMENT / DEVICE MEETS OR EXCEEDS THE QUALITY OF THE BASIS OF DESIGN.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING SPACE REQUIREMENTS FOR ALTERNATE EQUIPMENT.

3. WHERE A PRODUCT IS SUBSTITUTED FOR A "BASIS OF DESIGN" PRODUCT, THE CONTRACTOR SHALL NOTIFY THE DESIGN TEAM THAT CHANGES IN PROJECT MAY BE MANDATORY IN ORDER TO PERMIT THE USE AND THE INSTALLATION OF THE SUBSTITUED PRODUCT. SHOP DRAWING SUBMITTALS FOR A SUBSTUTE PRODUCT SHALL INCLUDE A COMPLETE SCHEDULE OF CHANGES IN PROJECT DESIGN, IF ANY, WHICH MUST BE MADE IN ORDER TO PERMIT USE AND INSTALLATION OF THE SUBSTITUTED PRODUCT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL TRADES FOR USE OF THE SUBSTITUTED PRODUCT. THE CONTRACTOR SHALL BEAR ALL EXPENSES RELATED TO THE USE OF A SUBSTITUE PRODUCT.

U. CONTROLS

1. thermostats to be relocated as indicated on plans.



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1/8" = 1'-0"2DEMOLITION PLAN - HVAC - ROOM 238, 239, 240

- DUCTWORK AT LIMITS OF DEMOLITION SHALL BE CAPPED, SEALED AND INSULATED WITH MATERIALS OF LIKE KIND AND THICKNESS. CONTRACTOR HAS OPTION TO RE-USE EXISTING TAPS AT THEIR DISCRETION.

general notes:

ITEMS UNDERNEATH HATCHING out of scope.

ITEMS UNDERNEATH HATCHING TO BE DEMOLISHED.

thermostat to be relocated

key notes:1

1

demolish EXisting RAT



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thermostat to be relocated here.

key notes:1



ELECTRICAL GENERAL NOTES:

1. ALL WORK SHALL COMPLY WITH ALL LOCAL BUILDING CODES, LAWS, REGULATIONS, ORDINANCES AND 2014 NATIONAL ELECTRICAL CODE.

2. THE ELECTRICAL WORK SHALL CONSIST OF ALL LABOR AND MATERIAL TO COMPLETELY INSTALL ALL ELECTRICAL WORKS AS SHOWN ON THESEDRAWINGS.

3. COORDINATE LOCATION OF LIGHT FIXTURES IN AREAS OF MECHANICAL DUCTWORK AND PIPING WITH MECHANICAL CONTRACTOR. RELOCATE LIGHTFIXTURES, WIRING AND CONDUIT IF NECESSARY AS DIRECTED BY THE ARCHITECT/ENGINEER.

4. ALL WORK ASSOCIATED WITH THE SCOPE OF THIS PROJECT INCLUDING EQUIPMENT, ACCESSORIES, DEVICES, SYSTEMS, ETC. SHALL BE COVERED BY AONE YEAR GUARANTEE WHICH SHALL START AT THE TIME OF FINAL ACCEPTANCE BY THE OWNER. ANY DEFECTS IN PRODUCTS, INSTALLATION, ORWORKMANSHIP SHALL BE CORRECTED AT NO ADDITIONAL CHARGE AND SHALL INCLUDE ANY NECESSARY REPAIRS TO WALLS, FLOORS, MILLWORK,ETC. WHICH SHALL BE REPAIRED BACK TO NEW AND FINISHED CONDITION.

5. THE CONTRACTOR SHALL KEEP A RECORD OF THE CHANGES WHICH ARE IN CONFLICT WITH THESE DRAWINGS AND SPECIFICATIONS. AT THECOMPLETION OF THIS WORK THE CONTRACTOR SHALL SUBMIT "AS BUILT" PRINTS TO THE OWNER.

6. THE DRAWINGS ARE DIAGRAMMATIC AND DO NOT NECESSARILY SHOW THE EXACT ROUTING OR DETAILED FITTINGS. ALL WORK SHALL BE INSTALLEDAS A COMPLETE SYSTEM WITH NECESSARY COMPONENTS, FITTINGS, STRAPS, ETC. ALL JUNCTION BOXES AND COMPONENTS SHALL BE INSTALLED SOTHAT THEY ARE ACCESSIBLE.

7. REFER TO THE ENTIRE CONTRACTED DRAWING SET AND SPECIFICATIONS FOR GUIDANCE ON DIMENSIONS, CEILING HEIGHTS, DOOR SWINGS, ROOMFINISHES, STRUCTURAL DETAILS, LOCATIONS OF DUCTWORK, PIPING AND STRUCTURAL MEMBERS. INSTALL THE ELECTRICAL SYSTEMS SO AS NOT TOINTERFERE WITH THE INSTALLATION OR FUNCTION OF ANOTHER DISCIPLINES WORK.

8. ALL CONDUIT MUST BE CONCEALED ABOVE THE CEILING OR IN THE WALLS UNLESS OTHERWISE NOTED.

9. COORDINATE RECEPTACLE NEMA TYPE AND VOLTAGE WITH ALL EQUIPMENT.

10. THE CONTRACTOR SHALL INSTALL ALL WORK IN A NEAT AND WORKMANLIKE MANNER AND ACCORDING TO GENERALLY ACCEPTED PRACTICES OFFIRST CLASS WORKMANSHIP.

11. PROVIDE A NEW DIRECTORY FOR ALL PANELS. CORRECTLY LABEL ALL CIRCUITS, SPACES AND SPARES PER NEC 408.4.

12. ALL RECESSED LIGHTING FIXTURES SHALL BE FASTENED TO STRUCTURE OR GRID PER N.E.C. 410.

13. ANY CONDUIT, BUSWAY, CABLE TRAY, SLEEVES, ETC. THAT PENETRATE RATED WALLS, CEILINGS AND FLOORS SHALL BE FIRE STOPPED PER CODE.

14. MOUNTING HEIGHTS FOR DEVICES ARE TO BE MEASURED TO THE DEVICE CENTERLINE.

15. ALL BRANCH CIRCUITS SHALL BE WIRED \"C, 2-#12, 1-#12G MINIMUM, UNLESS OTHERWISE NOTED ON THE PLANS. ALL HOMERUNS SHALL BE A MINIMUM ["CONDUIT.

16. MULTIWIRE BRANCH CIRCUITS MAY NOT BE USED. PROVIDE SEPARATE NEUTRAL FOR EACH CIRCUIT OF A DIFFERENT PHASE.OVERCURRENT PROTECTION SHALL COMPLY WITH NEC 210.4.

17. PROVIDE A SEPARATE GREEN, INSULATED, #12AWG EQUIPMENT GROUNDING CONDUCTOR ROUTED WITH THE BRANCH CIRCUIT HOMERUN CONDUCTORS. PROVIDE GROUND THROUGH ENTIRE CONDUIT RUN TO THE LAST DEVICE. ALL EQUIPMENT SHALL BE GROUNDED AT THE PANEL WHICH FEEDS THEEQUIPMENT. PROVIDE GROUNDING PER NEC 250.

18. ALL SWITCHES FOR LIGHTS, FANS, ETC., WHICH ARE SHOWN TO BE MOUNTED IN THE SAME GENERAL AREA, SHALL SHARE A MULTI-GANG COVER PLATEAS REQUIRED.

19. ARMORED CABLE MAY BE USED IN WALLS AND MILLWORK ONLY AND MUST BE MC TYPE (WITH GROUND). ALL CONDUIT TO AND ABOVE THE PLENUMSHALL BE EMT. ALL HOMERUNS SHALL BE IN CONDUIT RAN FROM THE FIRST DEVICE OR LIGHT FIXTURE TO THE PANEL.

20. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS OF OUTLETS, LIGHT FIXTURES, AND PARTITIONS. FINISHES FORDEVICES AND COVERPLATES SHALL BE AS SELECTED BY ARCHITECT.

21. PROVIDE A 2-GANG OUTLET BOX AND 1" CONDUIT WITH PULL STRING TO ABOVE ACCESSIBLE CEILINGFOR ALL NEW DATA, TELEPHONE AND CABLE OUTLETS. COORDINATE PLASTER RING SIZE WITH TENANT AND CABLE VENDOR.

22. LIGHT FIXTURES SHALL BE AS SCHEDULED, WITH ONLY PRE-APPROVED EQUAL FIXTURES ACCEPTABLE.

23. FLUORESCENT LAMPS SHALL BE RAPID START, 32W, OR LOW MERCURY CONTENT, AND OF NOT LESS THAN 2900 LUMEN OUTPUT UNLESS OTHERWISENOTED ON LIGHT FIXTURE SCHEDULE.

24. FLUORESCENT BALLASTS SHALL BE ELECTRONIC WITH A MAXIMUM OF 10% THD AND AS MANUFACTURED BY ADVANCE, OSRAM/SYLVANIA,GE/MAGNETEK, OR MOTOROLA.

25. ALL CONDUCTORS SHALL BE COPPER. CONDUCTORS FOR SIZES NO. 10 AND SMALLER SHALL BE TYPE "THWN" OR "THHN/THWN". CONDUCTORS FORSIZES NO. 8 AND LARGER SHALL BE TYPE "XHHW". SOLID CONDUCTORS TERMINATING IN A BREAKER OR DEVICE SHALL BE UTILIZED FOR WIRE SIZE NO.12. MINIMUM WIRE SIZE SHALL BE NO. 12.

26. ALL BOXES SHALL BE PRESSED STEEL, SINGLE PIECE (NON-GANGABLE) TYPE.

27. ALL COVER PLATES SHALL BE STAINLESS STEEL.

28. ALL COVER PLATES FOR DEVICES AND JUNCTION BOXES SHALL HAVE CIRCUIT NUMBERS LABELED WITH INDELIBLE INK MARKER. DEVICE COVERSSHALL BE LABELED ON THE BACK, JUNCTION BOX COVERS SHALL BE LABELED ON THE FRONT.

29. RECEPTACLES SHALL BE 120 VOLT, 20A, WITH PARTS NUMBERS AS LISTED BY HUBBELL OR EQUAL BY ARROWHART, P&S, OR LEVITON. COLOR SHALLBE AS SELECTED BY THE ARCHITECT.

SINGLE RECEPTACLE #HBL5361XDUPLEX RECEPTACLE #HBL5352X (HBL8300 - HEALTHCARE)GFCI RECEPTACLE #GF5352X (GFR8300 - HEALTHCARE)

30. SWITCHES SHALL BE 120/277V, 20A, WITH PARTS NUMBERS AS LISTED BY HUBBELL OR EQUAL BY ARROWHART, P&S, OR EAGLE. COLOR SHALL BE ASSELECTED BY THE ARCHITECT.

SINGLE POLE #HBL1221Xthree way #HBL1223Xfour way #HBL1224X(ADD "L" SUFFIC FOR KEYED LOCKING TYPE)

31. PANELBOARDS, MOTOR STARTERS, SAFETY SWITCHES (HEAVY DUTY), ETC. SHALL BE AS MANUFACTURED BY GENERAL ELECTRIC, SQUARE D,SIEMENS, OR CUTLER HAMMER. ALL BREAKERS SHALL BE "BOLT-ON" TYPE.

32. FOR EQUIPMENT THAT IS TO BE WIRED BY ELECTRICAL CONTRACTOR AND FURNISHED BY OTHERS, ELECTRICAL CONTRACTOR SHALL REVIEW ALLSPECIFICATION SECTIONS, EQUIPMENT SCHEDULES, AND/OR DETAILS THROUGHOUT DOCUMENTS THAT PERTAIN TO THIS EQUIPMENT AND INCLUDEALL WIRING AND DEVICES REFERENCED IN THEIR BIDS. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATION OF THIS EQUIPMENT WITHRESPECTIVE CONTRACTOR PRIOR TO ROUGH-IN.

33. ALL ABANDONED WIRE SHALL BE REMOVED.

34. WHERE WORK BY THE GENERAL CONTRACTOR (WALL REMOVE, NEW OR RELATED WALL OPENING, ETC.) RESULTS IN THE REMOVALS, REFEEDING, ORRELOCATION OF LIGHTING FIXTURES OR ELECTRICAL DEVICES, THE ELECTRICAL CONTRACTOR SHALL DISCONNECT OR RECONNECT AS REQUIRED ALLACTIVE DEVICES REMAINING ON THAT CIRCUIT SYSTEM.

35. RING OUT ALL CIRCUITS IN EXISTING PANEL AFFECTED BY THIS ALTERATION. WHERE ADDITONAL CIRCUITS ARE NEEDED, REFUSE CIRCUITS AVAILABLEFOR REUSE, OR PROVIDE NEW BREAKERS. TAG ALL UNUSED CIRCUITS AS SPARE, REPLACE ALL INOPERATIVE OR DEFECTIVE CIRCUIT BREAKERS, ANDTIGHTEN ALL CONNECTIONS.

36. WHERE DEMOLITION DISRUPTS ELECTRICAL CONTINUITY OF EXISTING RECEPTACLES/LIGHTS, AND NO RECONNECTION IS SHOWN, RECONNECT TO ITSEXISTING CIRCUIT.

37. ALL DIMENSIONS OF EXISTING CONSTRUCTION ARE APPROXIMATE. THE ELECTRICAL CONTRACTOR SHALL MAKE ALL NECESSARY FIELDMEASUREMENTS OF EXISTING STRUCTURES AND EQUIPMENT TO VERIFY DIMENSIONS SHOWN ON THE DRAWINGS. PROVIDE PROPER DIMENSIONS NOTSHOWN PRIOR TO EQUIPMENT FABRICATION. ALL COST FOR MODIFICATIONS OF NEW CONSTRUCTION DUE TO LACK OF CONFIRMATION OF DIMENSIONSBY FIELD MEASUREMENT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR.

38. PROVIDE 120 VOLT POWER FOR ALL SMOKE/FIRE DAMPERS AND TIE DAMPERS BACK TO THE BUILDING FIRE ALARM SYSTEM SO THATUPON ACTIVATION OF DUCT MOUNTED SMOKE DETECTOR OR INDIVIDUAL SENSORS ASSOCIATED WITH DAMPER A SIGNAL WILL BE SENTBACK TO THE BUILDING FIRE ALARM SYSTEM INDICATING ALARM AND STATUS OF DAMPER (OPEN/CLOSED). CONTRACTOR SHALLPROVIDE ALL WIRING, DUCT MOUNTED SMOKE DETECTORS, MODULES, RELAY, AND ASSOCIATED EQUIPMENT REQUIRED FOR A COMPLETEINSTALLATION. COORDINATE EXACT CONNECTION REQUIREMENTS BETWEEN ALL TRADES. (ELECTRICAL MECHANICAL & FIRE PROTECTION).CONTRACTOR SHALL COORDINATE QUANTITIES OF DUCT MOUNTED SMOKE DETECTORS.

39. CONDUCTORS SHALL HAVE COLOR CODED JACKETS THE ENTIRE LENGTH FOR SIZES NO. 6 AND SMALLER. THE CONDUCTORS FORSIZES NO. 4 AND LARGER SHALL HAVE COLOR CODED MARKING TAPE OR COLOR CODED JACKETS THE ENTIRE LENGTH. COLORSSHALL BE AS FOLLOWS

120/208 VOLT SYSTEM 277/480 VOLT SYSTEMPHASE 'A' - Black PHASE 'A' - BROWNPHASE 'B' - RED PHASE 'B' - ORANGEPHASE 'C' - BLUE PHASE 'C' - YELLOWNEUTRAL - WHITE NEUTRAL - GRAYGROUND - GREEN GROUND - GREEN

40. WHERE PHASE MARKING TAPE IS USED IT SHALL BE WRAPPED 2" WIDE AND LOCATED AT TWO (2) LOCATIONS 6" AND 18" FROMTHE TERMINATION. PHASE MARKING TAPE FOR THE NEUTRAL AND GROUNDING CONDUCTORS SHALL BE PROVIDED WHERE VISIBLEAT ANY POINT WHERE THE CONDUCTOR IS ACCESSIBLE.

41. FIELD IDENTIFY EXISTING PANELBOARDS THAT ARE MODIFIED PER NEC 408.4(B).

42. PROVIDE ARC-FLASH WARNING LABELS ON ELECTRICAL EQUIPMENT THAT COMPLIES WITH NEC 110.16.

43. PROVIDE CONSPICUOUS AND PERMANENT LABEL ON NEW PANELBOARDS INDICATING AVAILABLE FAULT CURRENT PER NEC 110.24.

ELECTRICAL LEGEND

FLUORESCENT LIGHT FIXTURE

SYMBOL

CONDUIT RUN CONCEALED IN WALL OR CEILING

CONDUIT RUN EXPOSED. ROUTE PARALLEL/PERPENDICULAR TO WALLS AND STRUCTURE.

CIRCUITS HOMERUN TO THE PANEL

NUMBER OF CONDUCTORS (GROUND NOT SHOWN)

FLEXIBLE CONDUIT OR CORD

PLYWOOD BACKBOARD. ["D(UNO) X 8' H (UNO) X WIDTH AS SHOWN ON PLANS. PAINT WITH FIRE RETARDANT PAINT PRIOR TO INSTALL.

CEILING MOUNTED LIGHT FIXTURE

EXIT SIGN (PROVIDE FACES AND ARROWS AS SHOWN)

WALL MOUNTED EXIT SIGN (PROVIDE FACES AND ARROWS AS SHOWN)

EMERGENCY LIGHT FIXTURE

CONDUIT RUN CONCEALED IN THE FLOOR, UNDERGROUND, OR UNDER THE ELEVATED SLAB

DUPLEX AND QUAD RECEPTACLE - WALL MOUNTED

ISOLATED GROUND DUPLEX RECEPTACLE - WALL MOUNTED

GFCI DUPLEX AND QUAD RECEPTACLE - WALL MOUNTED

SINGLE RECEPTACLE - WALL MOUNTED

SPECIAL AMP/VOLT RECEPTACLE - WALL MOUNTED

18"

OUTLET ABOVE THE COUNTER

18"

18"

6" ABOVE COUNTER

18"

18"

SWITCHED DUPLEX RECPTACLE. SWITCH THE BOTTOM HALF. 18"

VOICE AND DATA OUTLET - WALL MOUNTED - PROVIDE JUNCTION BOX AND 3/4" CONDUIT TO 6" ABOVE ACCESSIBLE CEILING. PROVIDE 90 DEG ELBOW ABOVE CEILING WITH PLASTIC GROMMET

FLOOR VOICE AND DATA OUTLET. PROVIDE 1.25" CONDUIT TO NEAREST WALL AND THEN UP TO 6" ABOVE ACCESSIBLE CEILING. PROVIDE 90 DEG ELBOW ABOVE CEILING WITH PLASTIC GROMMET.

JUNCTION BOX. SIZE AS REQUIRED. PROVIDE CONDUIT AS REQUIRED.

JUNCTION BOX - WALL MOUNTED - CONDUIT TO 6" ABOVE ACCESSIBLE CEILING AS REQUIRED

data OUTLET - WALL MOUNTED - PROVIDE JUNCTION BOX AND 3/4" CONDUIT TO 6" ABOVE ACCESSIBLE CEILING.PROVIDE 90 DEG ELBOW ABOVE CEILING WITH PLASTIC GROMMET.

18"

18"

WALL MOUNTED OCCUPANCY SENSOR - WATTSTOPPER WS-250 (LEVITON OSSMT-GDW).COLOR TO MATCH STANDARD OUTLETS

CEILING MOUNTED OCCUPANCY SENSOR, LOW VOLTAGE WITH ULTRASONIC AND PIR SENSOR, PROVIDE WITH RJ45 ADAPTER. (HUBBLE #OMNI-DT-2000)

48"

TELEVISION CABLE OUTLET - PROVIDE CABLE 18"

PANELBOARD OR DISTRIBUTION PANEL

DISCONNECT (FRAME AND POLES TO MATCH OVER CURRENT PROTECTION REQUIRED PER NEC OR AS NOTED)

FIRE ALARM PULL STATION - WALL MOUNTED

FIRE ALARM ADA APPROVED AUDIO/VISUAL (110cd)

FIRE ALARM ADA APPROVED VISUAL ONLY (110cd)

SMOKE DETECTOR - CEILING MOUNTED - QUANTITY AS REQUIRED PEN NFPA

DUCT MOUNTED SMOKE DETECTOR - QUANTITY AS REQUIRED PEN NFPA

48" AFF TO TOP OF BOX

12" BELOW CEILINGHEAT DETECTOR - CEILING MOUNTED, WALL MOUNTED

FIRE ALARM PULL STATION AT 48" AFF TO TOP OF BOX AND AUDIO/VISUAL AT 80" AFF AT 80" AFF TO BOTTOM OF VISUAL

PROVIDE FIRE ALARM CONNECTION TO SPRINKLER FLOW AND TAMPER SWITCHES/VALVES. COORDINATE QUANTITY AND LOCATIONS WITH SPRINKLER CONTRACTOR.

MOUNTING HEIGHTON CENTER

(COORD WITH ARCH)DESCRIPTION

J

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OS

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hubble room controller with 2-zone, 0-10v dimming. (hubble#nXrc2-2rd PP

WEATHER PROOF GFCI DUPLEX RECEPTACLE - WALL MOUNTEDWP

and

and

CEILING MOUNTED RECEPTACLE

ELECTRICAL DEVICES TO BE DEMOLISHED (APPLIES TO DEMOLITION PLANS ONLY)

80" AFF TOBOTTOM OF VISUAL

80" AFF TOBOTTOM OF VISUAL

F

F

WF VS

4x USB CHARGING PORT DEVICE - HUBBELL USB4 18"

USB COMBO RECEPTACLE & (2) USB CHARGING PORTS - 20A RECEPTACLE - HUBBELL USB20X2

RECESSED FLAT PANEL ENCLOSURE WITH DUPLEX RECEPTACLE AND AV/DATA BOX -HUBBELL #NSAV62M WITH #NFAV6C COVER, #NSOKP POWER KIT AND AV FRAME. COORDINATE MOUNTING HEIGHT WITH ARCHITECT PRIOR TO ROUGHIN. PROVIDE 1.25" CONDUIT FOR DATA AND [" CONDUIT FOR CABLE TO 6" ABOVE ACCESSIBLE CEILING. PROVIDE 90 DEG ELBOW ABOVE CEILING WITH PLASTIC GROMMET FOR DATA AND CABLE.

18"

floor MOUNTED RECEPTACLE

FLOOR BOX RECEPTACLE AND DATA - - wiremold # RFB4 Series. PROVIDE 1.5" CONDUIT TO NEAREST WALL AND THEN UP TO 6" ABOVE ACCESSIBLE CEILING. PROVIDE 90 DEG ELBOW ABOVE CEILING WITH PLASTIC GROMMET FOR DATA.

RECEPTACLE AND DATA MULTI-SERVICE POKE THRU - wiremold # RC4 Series. PROVIDE 1.25" CONDUIT TO NEAREST WALL AND THEN UP TO 6" ABOVE ACCESSIBLE CEILING. PROVIDE 90 DEG ELBOW ABOVE CEILING WITH PLASTIC GROMMET FOR DATA.

SMOKE DETECTOR - pendant MOUNTED in front of return air opening - QUANTITY AS REQUIRED PEN NFPAp

48"

3 T

D LVD

pSPST SWITCH / 3-WAY SWITCH / TIMER SWITCH / pilot SWITCH - WALL MOUNTED

DIMMER SWITCH / low voltage dimmer switch - WALL MOUNTED (PROVIDE WATTAGE AS REQUIRED)

48"

48"

SS S

S S

S

FIRE ALARM ADA APPROVED speaker horn AUDIO / VISUAL (110cd) 80" AFF TOBOTTOM OF VISUAL

rc2

LVS NETWORKED DIGITAL CONTROL SWITCH, 4-ZONE WITH UP/DOWN FOR DIMMING (HUBBLE #nXSW-SS)

OSD

WALL MOUNTED OCCUPANCY SENSOR WITH INTEGRAL 0-10V DIMMING, DUAL TECHNOLOGY -HUBBLE #LHDMMTS 48"

FIRE ALARM NOTES

1. ALL NEW FIRE ALARM DEVICES SHALL BE ADA APPROVED.

2. ALL AUDIO/VISUAL DEVICES SHALL MATCH EXISTING.

3. ALL FIRE ALARM DEVICES ARE TO BE CONNECTED TO THE BASE BUILDING FIRE ALARM SYSTEM BY ANICET LEVEL 3 LISCENSED INSTALLER AS APPROVED BY THE LANDLORD.

4. CONFIRM EXISTING A/V LOADS AND PROVIDE NEW POWER SUPPLIES WITHIN THIS TENANT SPACE ASREQUIRED.

5. ALL WORK ASSOCIATED WITH THE FIRE ALARM SHALL BE COORDINATED WITH THE BUILDING'S CHIEFENGINEER.

6. ADDITIONS AND ALTERATIONS TO THE FIRE ALARM SYSTEM REQUIRE TESTING, A RECORD OFCOMPLETION, AND RECERTIFICATION. ADDITIONALLY, THE WORK SHALL BE PERFORMED BY QUALIFIEDPERSONNEL AS DEFINED IN NFPA 72 (2013), 10.4.2.

7. CONTRACTOR TO VERIFY EXISTING FIRE ALARM SYSTEM IS MONITORED BY AN APPROVED SUPERVISING STATION IN ACCORDANCE WITH NFPA 72.

VOICE/DATA AND SECURITY NOTES

1. PROVIDE OUTLET BOX WITH [" EMPTY CONDUIT WITH PULL STRING (UNLESS NOTED OTHERWISE ON PLANS)TO 6" ABOVE ACCESSIBLE CEILING FOR ALL WALL MOUNTED VOICE/DATA AND SECURITY DEVICES.

2. PROVIDE POWER FOR SECURITY SYSTEM DEVICES AS REQUIRED.





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E-0.1

ELECTRICALLEGEND & NOTES

07/15/2021 21033

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Sheet List ElectricalSheet Number Sheet Name

E-0.1 ELECTRICAL LEGEND & NOTESE-0.2 ELECTRICAL DETAILSE-1.0 DEMOLITION PLAN - ELECTRICALE-2.0 FLOOR PLAN - ELECTRICALE-3.0 FLOOR PLAN - LIGHTING


CONDUIT BELOW GRADE WALLPENETRATION

CONDUIT FLOORPENETRATION

2" MIN

CONDUIT FLOOR SLEEVE 16GAUGE MINIMUM(REFER TO SPECIFICATIONS)

FIRESTOP

2" MIN

LINK SEAL TYPE WALLPENETRATION SEAL.

PVC TRANSITION TO RIGID METALCONDUIT WHERE PVC IS PERMITTEDUNDERGROUND OR IN CONCRETEDUCTBANKS

RIGID METAL CONDUIT WITH TWO (2) LAYERSOF PROTECTIVE COATING WHERE INCONTACT WITH GROUND OR CONCRETE.

1/4" THICK GALVANIZED STEELPLATE WATER STOP ANDANCHOR COLLAR.

CONCRETE DUCTBANK OREARTH PER SPECIFICATIONSAND DRAWINGS

WALL

CONDUIT, REFER TOSPECIFICATION.

FLOOR

CONDUIT WALL SLEEVE(REFER TO SPECIFICATIONS)

PROVIDE "EMERGENCY" LABEL FOR ALL DEVICESSERVED FROM AN EMERGENCY CIRCUIT

FLNA-6

EMERGENCY

NOTE: PROVIDE LABELS FOR ALL DEVICES INDICATING BRANCH CIRCUIT NUMBER USING PANDUIT ADHESIVE LABELS WITH |" HIGH LETTERS





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or

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E-0.2

ELECTRICALDETAILS

07/15/2021 21033

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NOT TO SCALE1CONDUIT PENETRATION DETAILS

NOT TO SCALE2RECEPTACLE IDENTIFICATION DETAIL


7

8

9

9.5

10

10.5

11

12

13

H H1 J2 K L L2

FEDCG

4.1

4

3

EXISTING FIRE ALARM DEVICES TO BE REMOVED AND RELOCATED. SEE SHEET E2.0 FOR NEW LOCATION.

SALVAGE ALL DEDCIATED SPARE CIRCUITS CREATED FROM DEMOLITION FOR RE-USE IN FIT-UP WHERE POSSIBLE.

DEMOLITION NOTES:

1. REMOVE AND DISCARD ALL LIGHT FIXTURES IN AREAS OF WORK. COORDINATE EXACT WORK AREAS WITH ARCHITECTURAL DOCUMENTS. REFER TO LIGHTING PLAN FOR EXISTING FIXTURES TO REMAIN / BE RELOCATED.

2. ALL EXISTING FIXTURES AND MATERIAL SHALL BE DISPOSED OF AT AN APPROVED DISPOSAL FACILITY.

3. WHERE DEMOLITION DISRUPTS THE ELECTRICAL CONTINUITY OF EXISTING RECEPTACLES/LIGHTS AND NO RECONNECTION IS SHOWN, RECONNECT TO IT'S EXISTING CIRCUIT.

4. ALL ABANDONED WIRE SHALL BE REMOVED.

5. ALL ABANDONED CONDUIT AND BOXES THAT ARE NOT IN CONCRETE SHALL BE REMOVED.

6. SEE ELECTRICAL AND LIGHTING PLANS FOR MORE INFORMATION.

7. REFER TO ARCHITECTURAL DRAWINGS FOR FULL SCOPE OF DEMOLITION WORK.





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ny f

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by a

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E-1.0

DEMOLITION PLAN -ELECTRICAL

07/15/2021 21033

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NORTH

1/8" = 1'-0"1DEMOLITION PLAN - ELECTRICAL - ROOM 238, 239, 240

NORTH

1/8" = 1'-0"2DEMOLITION PLAN - ELECTRICAL - ROOM 203, 206, 208


7

8

9

9.5

10

10.5

11

12

13

H H1 J2 K L L2

E

E

E

96"

PROVIDE NEW DATA CONNECTION FOR WALL MOUNTED CAMERA. PROVIDE JUNCTION BOX AND CONDUIT STUBBED 6" ABOVE ACCESSIBEL CEILING. COORDINATE EXACT CONNECTION REQUIRMENTS WITH A/V CONSULTANT. TYPICAL FOR ALL TRAINING ROOMS.

96"

66"

66" 66"66"

R2C-50(20A/1p)

R2C-52(20A/1p)

R2C-54(20A/1p)

FEDCG

4.1

4

3

RR

96" 96" 96" 96" 96"

PROVIDE NEW DATA CONNECTION FOR WALL MOUNTED CAMERA. PROVIDE JUNCTION BOX AND CONDUIT STUBBED 6" ABOVE ACCESSIBEL CEILING. COORDINATE EXACT CONNECTION REQUIRMENTS WITH A/V CONSULTANT. TYPICAL FOR ALL TRAINING ROOMS.

E

E

E E E E

E

E

EE

EXISTING DEVICES. CONTRACTOR SHALL REMOVEAND REPLACE WITH NEW DEVICE AND COVERPLATE. RECONNECT AS EXISTING TO REMAIN. (TYPICAL)

111

RIC-37(20A/1p)

RIC-39(20A/1p)

RIC-41(20A/1p)





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ose o

r re

pro

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ny f

orm

or

by a

ny m

eans w

ithout

the w

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onsent

of

Doug S

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Sheet No.

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E-2.0

FLOOR PLAN -ELECTRICAL

07/15/2021 21033

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NORTH

1/8" = 1'-0"1FLOOR PLAN - ELECTRICAL - ROOM 238, 239, 240

NORTH

1/8" = 1'-0"2FLOOR PLAN - ELECTRICAL - ROOM 203, 206, 208

GENERAL NOTES: (APPLY TO ELECTRICAL PLAN ONLY)

1. COORDINATE EXACT MOUNTING HEIGHT AND LOCATION OF ALL ELECTRICAL DEVICES WITH ARCHITECT. ALL headwall receptacle shall be installed at the same height as the eXISTING PATIEN HEADWALL RECEPTACLES, FIELD VERIFY HEIGHT PRIOR TO ROUGH-IN.

2. ALL NEW BREAKER AIC RATING SHALL MATCH EXISTING/NEW PANEL AIC RATING IN ALL ASPECTS.

3. CONTRACTOR SHALL PROVIDE NEW UPDATED PANEL SCHEDULES FOR ALL PANELS AFFECTED DURING THIS PROJECT. ALL PANEL SCHEDULES SHALL BE DIGITALLY PRINTED (NOT HAND WRITTEN).

4. ALL CONDUIT, CABLING AND MATERIAL INSTALLED ABOVE THE CEILING SHALL BE UL LISTED AND PLENUM RATED.

5. CONTRACTOR SHALL IDENTIFY ALL SPARE BREAKERS THAT ARE CREATED AND ARE EXISTING IN THE CONSTRUCTION PROCESS AND PLACE THE BREAKERS IN THE 'OFF' POSITION AND UPDATE THE PANEL SCHEDULES ACCORDINGLY.

6. CONTRACTOR SHALL PROVIDE LABEL ON ALL RECEPTACLE/DEVICE COVER PLATES AND POKE-THRU'S INDICATING THE PANEL AND CIRCUIT NUMBER(S) SERVING THE DEVICE(S).

7. ALL RECEPTACLES AND DATA OUTLETS ABOVE COUNTERS SHALL BE MOUNTED 2" ABOVE BACK SPLASH, COORDINATE COUNTER HEIGHT ARCHITECTURAL DRAWINGS.


KEY NOTES: (APPLY TO ELECTRICAL PLAN ONLY)

connect to eXISTING 120 VOLT RECEPTACLE CURRENTLY SERVING THE ROOM. 1

11

1

INSTALL DEVICES AS THE SAME HEIGHT AS EXISTING HEADWALL RECEPTACLES. CONFIRM HEIGHT IN THE FIELD AND WITH OWNER PRIOR TO ROUGH-IN. (TYPICAL)

• PANEL "R1C' IS LOCATED IN THE ELECTRICAL ROOM ON THE FIRST BELOW THIS ROOM ON THE OPPOSITE SIDE OF THE CORRIDOR. • PROVIDE NEW BREAKERS FOR ALL NEW CIRCUITS INDICATED. UTILIZE EXISTING SPACES IN PANELS

• PANEL "R2C' IS LOCATED IN THE ELECTRICAL ROOM ON THE SECOND FLOOR AT THE END OF THE CORRIDOR. • PROVIDE NEW BREAKERS FOR ALL NEW CIRCUITS INDICATED. UTILIZE EXISTING SPACES IN PANELS

OSOSOS

OS

OS

OS PP

OS

OS

OS OS

OS

OSOS

OS

OS

OS

PP

OSOSOS

7

8

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9.5

10

10.5

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H H1 J2 K L L2

A A A A A A

A A

A AA

AA

AAA

AA

AA

A

A

A

A

RC2LV

LV

ZONE 1

ZONE 2

CONNECT TO EXISTIGN 277V LIGHTING CIRCUIT CURRENTLY SERVING THE AREA.

AE

AE

AE

AE


EMERGNECY EGRESS LIGHTING FIXTURE. CONNECT SWITCH 'HOT' TO NORMAL DRIVER AND UN-SWITCHED 'HOT' TO BATTERY PACK FOR CHARING AND CONTROL SO THAT IN THE EVENT POWER IS LOST FIXTURE WILL TURN ON FOR EGRESS LIGHTING. (TYPICAL FOR ALL TYPE 'AE' FIXTURES)

X

X

D D D

D

D

FEDCG

4.1

4

3

A A A A A A A A A A

A A A AA

AAAA

LVLV DRC2 ZONE 1

ZONE 1

AE

AE AE

AEAE


X X



D

D D

D D





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E-3.0

FLOOR PLAN -LIGHTING

07/15/2021 21033

DRP DRP

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NORTH

1/8" = 1'-0"1FLOOR PLAN - LIGHTING - ROOM 238, 239, 240

NORTH

1/8" = 1'-0"2FLOOR PLAN - LIGHTING - ROOM 203, 206, 208

LIGHTING GENERAL NOTES:1. SEE ARCHITECT'S PLANS FOR EXACT LOCATION OF ALL LIGHT FIXTURES.

2. SEE ARCHITECT'S PLANS FOR EXACT CEILING TYPE AND HEIGHT.

3. FOR HOMERUNS OF 120 VOLT, 20 AMP CIRCUITS WHERE THE BRANCH CIRCUIT EXCEEDS 100 FEET IN LENGTH THE CONDUCTORS SHALL BE NO. 10 MINIMUM.IF THAT LENGTH EXCEEDS 200 FEET THE CONDUCTORS SHALL BE NO. 8 MINIMUM.

4. FOR HOMERUNS OF 277 VOLT, 20 AMP CIRCUITS WHERE THE BRANCH CIRCUIT EXCEEDS 200 FEET IN LENGTH THE CONDUCTORS SHALL BE NO. 10 MINIMUM.

5. ROUTE 2#16 AWG MINIMUM LOW VOLTAGE CONDUCTORS FROM FIXTURES WITH 0-10V DIMMING DRIVERS INDICATED IN LIGHTING FIXTURE SCHEDULE.CONNECT 0-10V CONTROL WIRING TO EACH LIGHT IN CIRCUIT INDICATED AND CONNECT TO DRIVER.

6. ALL EMERGENCY EXIT SIGNS SHALL BE CONNECTED TO UN-SWITCHED 'HOT' CONDUCTORS IN THE LIGHTING CIRCUIT CURRENTLY SERVING THE AREA. ALL EXIT SIGNS ARE TO BE PROVIDED WITH EMERNGENCY BATTERY PACKS RATED FOR 90-MINUTES OF OPERATION.

7. ROUTE UN-SWITCHED 'HOT' CONDUCTORS FEEDING EXIT SIGNS AND NIGHT LIGHT FIXTURES AROUND LIGHTING CONTROL RELAYS AND SWITCHES.

8. ALL CONDUITS SHALL BE EMT CONDUIT UNLESS NOTED OTHERWISE.

9. all lighting provided with dimming controls shall be dimmed. confirm all dimming requirements with fiXTURES TO BE PROVIDED.

10. refer to architectural drawings for dimension location of lighting control switches so that devices are installed in the properlocation and do not disrupt the finish and painting scheme layout. typical for all floors.

11. PROVIDE UN-SWITCHED 'HOT' ROUTED AROUND ALL LIGHTING CONTROLS TO SERVING ALL EMERGENCY FIXTURES WITH BATTERY PACKS FROM THE CIRCUIT SERVING THE FIXTURES FOR BATTERY CHARGING AND CONTROL.


NOTES: 1.CONFIRM VOLTAGE WITH DRAWINGS AND COORDINATE/CONFIRM ALL MOUNTING HEIGHTS AND FINISHES WITH ARCHITECT PRIOR TO ORDERING AND INSTALLATION. 2.PROVIDE MOUNTING OPTION(S) NECESSARY TO ACCOMMODATE CEILING TYPES SPECIFIED BY ARCHITECTURAL DOCUMENTS FOR ALL RECESSED FIXTURES. 3.PROVIDE ALL HARDWARE AND ACCESSORIES TO INSTALL FIXTURES AS INDICATED IN FIXTURE DESCRIPTION. 4.MANUFACTURER PART NUMBERS MAY NOT NECESSARILY MATCH DESCRIPTION. OBTAIN CLARIFICATION IF A CONFLICT EXIST BETWEEN DESCRIPTION AND MODEL NUMBER. 5.ALL LAMPS SHALL BE BY THE SAME MANUFACTURER. PROVIDE 5% (MINIMUM 10 LAMPS OF EACH TYPE) SPARE LAMP ATTIC STOCK FOR OWNER AT PROJECT COMPLETION 6.MANUFACTURER LISTED AS AN "OR EQUAL" DOES NOT GUARANTEE APPROVAL, FIXTURE PERFORMANCE MUST MEET OR EXCEED SPECIFIED FIXTURE. 7.ALL FIXTURES NOT SPECIFICALLY LISTED BY MODEL NUMBER REQUIRE A PRIOR APPROVAL SUBMITTAL IN WRITING. NO VERBAL APPROVALS WILL BE ALLOWED. 8.FIXTURES FURNISHED BY INTERIOR DESIGNER AND SHIPPED TO SITE, TO BE RECEIVED, STORED, AND INSTALLED BY GC. GC SHALL SUPPLY ALL LAMPS AND ACCESSORIES. 9.FIXTURE ALLOWANCE IS FOR FIXTURE AND SHIPING COST TO THE JOBSITE ONLY. GC SHALL INCLUDE COST TO RECEIVE, STORE AND INSTALL FIXTURE. GC SHLL SUPPLY ALL LAMPS AND ACCESSORIES

XLED EDGE-LIT EXIT SIGN GREEN LETTERS, CLEAR PANEL 1 OR MIRROR FOR 2SIDE, UNIVERSAL MOUNTED, BRUSHED ALUMINUM TRIM PLATE, PUNCH OUTCHEVRONS, PROVIDE WITH 90 MIN. NICAD BATTERY BACKUP.

5 W MAX PERFACE LED

lithonia lighting edgr-X-gmr seriesOR EQUAL BY EMERGI-LITE, DUAL-LITE

MATCH EXISTING FACILITYSTANDARDS IN ALL ASPECTS.

AE SAME AS TYPE 'A' EXCEPT WITH EMERGENCY BATTERY BACKUP 40.7 LED LED DRIVERCOOPER #24CZ-LD5-50-UNV--EL14W-L835-CD ORPRE-APPROVED EQUAL

NEW FIXTURE KELVIN TEMPERATURESHALL MATCH EXISTING FACILITY LIGHTINGFIXTURES KELVIN RATING. FIELD VERIFYPRIOR TO ORDERING FIXTURES.

A2'X4' RECESSED LED TROFFER, CENTER MOUNTED BASKET, INTEGRAL LEDDRIVER WITH 0-10 VOLT DIMMING. UNIVERSAL VOLTAGE. 40.7 LED LED DRIVER

COOPER #24CZ-LD5-50-UNV-L835-CD OR PRE-APPROVEDEQUAL

NEW FIXTURE KELVIN TEMPERATURESHALL MATCH EXISTING FACILITY LIGHTINGFIXTURES KELVIN RATING. FIELD VERIFYPRIOR TO ORDERING FIXTURES.

FIXTURE TYPE DESCRIPTION INPUT WATTS LAMPS BALLAST MANUFACTURER NOTES

ELEC - LIGHTING FIXTURE SCHEDULE

CTC PAULDING COUNTY NURSING PROGRAM

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Transcript of CTC PAULDING COUNTY NURSING PROGRAM