a8.0 millwork elevations & details - jacksonville permit s… · sheet a8.0 for wall types...

SYMBOL LEGEND

ELEVATION INRELATIONSHIP TOMAIN FLOOR ORSTATED DATUM

06/A6-1 ENLARGED PLANDETAILREFERENCE

ROOM MARK

DOOR MARK

WINDOW MARK

KEYNOTEREFERENCE

ELEVATIONREFERENCE

SECTIONREFERENCE

ALIGN TOMULLIONCENTERLINE

GRID LINEREFERENCE

REVISIONREFERENCE

DATUM OR FLOORELEVATION

WALL MARK - REF.SHEET A8.0 FOR WALLTYPES

FINISH MARK

GYP. BD. GYPSUM BOARDH.M. HOLLOW METALHDWR HARDWAREHT HEIGHTHVAC HEATING, VENTILATION &

AIR CONDITIONINGMAX. MAXIMUMM.D.F. MEDIUM DENSITY FIBER BOARDMIN. MINIMUMMFR. MANUFACTURERN.I.C. NOT IN CONTRACTN.T.S. NOT TO SCALEO.C. ON CENTEROP'G. OPENINGPART. PARTICLEPR. PAIRPREFAB. PREFABRICATEDP.T.L. PRESSURE TREATED LUMBERREF. REFERENCEREQ'D REQUIREDSIM SIMILARS.S. STAINLESS STEELSTD. STANDARDT.B.D. TO BE DETERMINEDTYP. TYPICALU.O.N. UNLESS OTHERWISE NOTEDV VOLTSVCT VINYL COMPOSITION TILEV.I.F. VERIFY IN FIELDW/ WITHW/O WITHOUTWH WATER HEATER

A AMPEREA.D.A. AMERICANS WITH

DISABILITIES ACTA.F.F. ABOVE FINISHED FLOORA.H.J. AUTHORITIES HAVING

JURISDICTIONADN'L ADDITIONALBD. BOARDBLKG. BLOCKINGCAB. CABINETCLG. CEILINGCLR. CLEAR OPENINGCOL. COLUMNSCONTR. CONTRACTORDWGS. DRAWINGSE.C. EXISTING TO BE CAPPEDELEC. ELECTRICALEQ. EQUALF.E. FIRE EXTINGUISHERFEC FIRE EXTINGUISHER

CABINETFHC FIRE HOSE CABINETFLUOR. FLUORESCENTF.R.F. FIRE RETARDANT

TREATEDFRP FIBERGLASS

REINFORCED PLASTIC

GA. GAUGEG.C. GENERAL CONTRACTORGWBX TYPE "X" GYPSUM

BOARD

ABBREVIATIONS

ROOM NAME000

XX-XX

X

01

01

X

X/XX.X

X/XX.X

CL

ALIGN FINISH TOEXISTING

ALIGN

REFER TOSHEET NO.

MATCH LINE

MATCH LINE

DIMENSION

X

PROJECT DIRECTORY SHEET INDEX

VICINITY MAP

DEFERRED SUBMITTALSEXTERIOR SIGNAGE: SIGN VENDOR SHALL BE RESPONSIBLE FORPREPARING DRAWINGS AND OBTAINING SEPARATE SIGNAGE PERMITS ASREQUIRED BY LOCAL JURISDICTION.

FIRE SPRINKLER SYSTEM: EXISTING FIRE ALARM AND SPRINKLER SYSTEMTO REMAIN. REWORK AS REQUIRED. GENERAL CONTRACTOR TO BERESPONSIBLE FOR COORDINATING WITH CITY AND PREPARE DRAWINGSTO BE SUBMITTED UNDER SEPARATE PERMIT.

STORE #TBD9454 PHILIPS HIGHWAY

SUITE 1JACKSONVILLE, FL 32256

TENANT/OWNER:DAL-TILE7834 CF HAWN FREEWAYDALLAS, TX 75217CONTACT: TBDEMAIL: TBDTEL: TBDCELL: TBDFAX: 214.309.4411

REV. ARCHITECTURALG0.0 PROJECT INFORMATION, LEGENDS, AND SCHEDULES

G0.1 GENERAL NOTES

G1.0 EXISTING SITE PLAN (PROVIDED BY OTHERS) & ACCESSIBILITY

G2.0 EGRESS PLAN WITH OCCUPANT LOAD CALCULATIONS

D1.0 DEMOLITION PLAN

A2.0 CONSTRUCTION PLAN

A2.1 OFFICE/WAREHOUSE FIXTURE PLAN

A2.2 TELEPHONE & ELECTRICAL PLAN

A2.3 REFLECTED CEILING PLAN

A2.5 FINISH PLAN

A3.0 ADA RESTROOM PLANS

A3.1 RESTROOM ELEVATIONS AND DETAILS

A4.0 STANDARD TILE PACKAGES

A7.0 WALL TYPES & DOOR SCHEDULES

A8.0 MILLWORK ELEVATIONS & DETAILS

REV. MECHANICALMEP-1 COVER SHEET SYMBOLS

MEP-2 COVER SHEET NOTES

M-1 MECHANICAL FLOOR PLAN

REV. PLUMBINGP-1 PLUMBING FLOOR PLAN

REV. ELECTRICALE-1 LIGHTING FLOOR PLAN

E-2 POWER FLOOR PLAN

E-3 ELECTRICAL DETAILS

GRID NO.OR LETTER

REVISIONNUMBER

APPLICABLE BUILDING CODESJURISDICTION:

PROJECT DESCRIPTION

NEW BUILDOUT FROM PREVIOUSLY BUILT-OUT SPACE FOR OFFICE SUITE WITHINEXISTING WAREHOUSE UNIT. SCOPE INCLUDES OFFICES, CONTRACTOR SERVICEAREA, AND WAREHOUSE STORAGE.

9454 PHILIPS HWY SUITE 1JACKSONVILLE, FL 32256

BUILDING 2014 FLORIDA BUILDING CODE (5TH EDITION)

CO

DE

S

FIRE 2014 FLORIDA FIRE PREVENTION CODE (5TH EDITION)

PLUMBING 2014 FLORIDA PLUMBING CODE (5TH EDITION)

MECHANICAL 2014 FLORIDA MECHANICAL CODE (5TH EDITION)

ELECTRICAL 2011 NATIONAL ELECTRICAL CODE

ENERGY 2014 FLORIDA ENERGY CONSERVATION CODE (5TH EDITION)

GENERAL NOTES

DESIGN CONSULTANT:idGROUP2641 IRVING BLVDDALLAS, TX 75207CONTACTS:

TRACI BAAR- [email protected] PRIEM- [email protected]

TEL: 214.638.6800FAX: 214.689.0301

A. GENERAL1. THE CONTRACTOR SHALL SECURE AND PAY FOR THE BUILDING PERMIT AND OTHER PERMITS AND

GOVERNMENTAL FEES, LICENSES AND INSPECTIONS NECESSARY FOR PROPER EXECUTION ANDCOMPLETION OF THE WORK. SCHEDULING OF APPROVALS AND INSPECTIONS BY AUTHORITIESHAVING JURISDICTION (A.H.J.) OVER THE WORK IS THE RESPONSIBILITY OF THE CONTRACTOR.

2. THE CONTRACT DOCUMENTS CONVEY DESIGN INTENT AND THE GENERAL TYPE OF CONSTRUCTIONDESIRED. ALL TRADES ARE INTENDED TO APPLY TO THE FINEST QUALITY OF CONSTRUCTION,MATERIAL AND WORKMANSHIP THROUGHOUT.

3. ANY ITEMS NOTED "BY OWNER" OR AS BEING PROVIDED BY OWNER IN THESE CONTRACT DOCUMENTSSHALL BE PROVIDED BY THE OWNER OR HIS VENDORS AND INSTALLED BY THE GENERALCONTRACTOR OR HIS FORCES UNLESS EXPRESSLY NOTED AS BEING INSTALLED "BY OWNER". THEGENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL ACCESSORYMATERIALS REQUIRED TO INSTALL SUCH ITEMS AND MAKE FINAL CONNECTIONS.

4. ACCEPT PREMISES AS FOUND. PRIOR TO SUBMITTING A PROPOSAL OR COMMENCEMENT OF WORK,THE CONTRACTOR SHALL VISIT THE PROJECT SITE TO COMPARE THE SCOPE OF WORK SHOWN ONTHE DRAWINGS AND OTHER CONTRACT DOCUMENTS WITH EXISTING CONDITIONS. PROMPTLYREPORT ANY ERRORS, OMISSIONS, INCONSISTENCIES OR OTHER DETRIMENTAL CONDITIONS TO THEOWNER/ARCHITECT. IF THE CONTRACTOR FAILS TO PERFORM THIS OBLIGATION, THE CONTRACTORWILL BE RESPONSIBLE FOR ALL COSTS AND DAMAGES ASSOCIATED WITH ACTIONS REQUIRED TOCORRECT UNREPORTED CONDITIONS THAT OTHERWISE COULD HAVE BEEN AVOIDED.

5. IN THE EVENT THAT DISCREPANCIES ARE FOUND BETWEEN DRAWINGS AND/OR SPECIFICATIONS, THECONTRACTOR SHALL REQUEST A CLARIFICATION FROM THE ARCHITECT IN WRITING. THEARCHITECT'S RESPONSE TO THE CONTRACTOR'S REQUEST FOR INFORMATION SHALL NOT BE CAUSEFOR A CHANGE IN THE CONTRACT AMOUNT UNLESS IT IS AGREED THAT THE ORIGINAL SCOPE OFWORK HAS BEEN ALTERED BY THE RESPONSE.

6. ALL CONSULTANT DRAWINGS ARE SUPPLEMENTAL TO THE ARCHITECTURAL DRAWINGS. IT SHALL BETHE CONTRACTORS RESPONSIBILITY TO COORDINATE WITH THE ARCHITECTURAL DRAWINGS BEFORETHE INSTALLATION OF ANY OF THE CONSULTANTS WORK AND TO BRING ANY DISCREPANCIES ORCONFLICTS TO THE ARCHITECTS ATTENTION FOR CLARIFICATION. IMPROPERLY INSTALLED WORKSHALL BE CORRECTED BY THE GENERAL CONTRACTOR AT HIS EXPENSE AND AT NO EXPENSE TO THEARCHITECT, HIS CONSULTANTS OR THE OWNER.

7. THE CONTRACTOR IS WHOLLY RESPONSIBLE FOR THE COORDINATION AND SCHEDULING OF THEWORK EFFORTS FOR ALL ENGINEERS, SUBCONTRACTORS, CRAFTSMEN AND TRADESMEN REQUIREDTO COMPLETE THE JOB AND SHALL BE RESPONSIBLE FOR PROVIDING THEM WITH FULL SETS OFCURRENT DRAWINGS, ADDENDUM, AND OTHER SUPPLEMENTAL INFORMATION PERTINENT TO THECOMPLETION OF THE WORK.

8. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE VARIOUS TRADE ITEMS WITHIN THESPACE AND ABOVE THE CEILINGS (INCLUDING BUT NOT LIMITED TO, STRUCTURAL MEMBERS,CONDUITS, RACEWAYS, LIGHT FIXTURES, CEILING SYSTEM AND ANY SPECIAL STRUCTURAL SUPPORTSREQUIRED) AND SHALL BE RESPONSIBLE FOR MAINTAINING THE FINISH CEILING HEIGHT ABOVE THEFINISH FLOOR INDICATED IN THE DRAWINGS AND THE FINISH SCHEDULE.

9. THE CONTRACTOR SHALL PROVIDE TEMPORARY LIGHTING AND ELECTRICAL SERVICE FOR TRADES.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SAFETY AND SHALL TAKE ALL NECESSARYPRECAUTIONS TO PROVIDE SAFETY TO ALL WORKERS AND OCCUPANTS AND GENERAL PUBLIC AT ALLTIMES.

11. UNLESS OTHERWISE STIPULATED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL BERESPONSIBLE FOR THE PROVISION, STORAGE AND PAYMENT OF ALL LABOR, MATERIALS, TAXES,EQUIPMENT, TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY, TRANSPORTATION AND OTHERFACILITIES NECESSARY FOR PROPER EXECUTION AND COMPLETION OF THE WORK WHETHER OR NOTIT IS SPECIFICALLY CALLED OUT OR DETAILED ON THE DRAWINGS.

12. THE CONTRACTOR WARRANTS TO THE OWNER THAT MATERIALS AND EQUIPMENT FURNISHED UNDERTHE CONTRACT WILL MEET INDUSTRY STANDARDS AND BE NEW AND OF GOOD QUALITY UNLESSOTHERWISE PERMITTED BY THE CONTRACT DOCUMENTS. THE WORK WILL BE INSTALLED PERMANUFACTURER'S SPECIFICATIONS, FREE FROM DEFECTS AND WILL BE COMPLETED IN A NEAT ANDWORKMANLIKE MANNER ACCEPTABLE TO THE OWNER.

13. ONE YEAR WARRANTY: THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REMEDY ORREPLACE ANY FAULTY, IMPROPER, OR INFERIOR MATERIALS, SYSTEMS, OR WORKMANSHIP WHICHBECOMES DYSFUNCTIONAL, FAILS, OR DEGRADES UNDER NORMAL USE IN WHICH IT WAS DESIGNEDFOR. THIS WARRANTY PERIOD IS FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM APPROVAL OFTHE CERTIFICATE OF OCCUPANCY.

14. THE CONTRACTOR SHALL INSPECT ALL EQUIPMENT AND SYSTEMS FOR PROPER OPERATIONS UPONSUBSTANTIAL COMPLETION OF PROJECT.

15. TEMPORARY ENCLOSURES SHALL BE PROVIDED BY THE CONTRACTOR OVER AND/OR AROUND ANYEXTERIOR OPENINGS AS NECESSARY FOR THE PROPER INSTALLATION OF ANY PORTION OF WORK.

16. THE CONTRACTOR SHALL CLEAN THE WORK AREA ON A DAILY BASIS AS TO NOT ACCUMULATE DEBRIS.UPON PROJECT COMPLETION THE CONTRACTOR IS TO CLEAN WORK AREAS AND JOB SITETHOROUGHLY TO REMOVE ALL CONSTRUCTION DUST, RESIDUE, AND DEBRIS. DELIVER BUILDING TOTHE OWNER IN A CLEAN CONDITION ALLOWING IMMEDIATE OPERATION. CONTRACTOR ISRESPONSIBLE FOR ALL TRASH CONTAINERS AND THEIR REMOVAL.

17. THE GENERAL CONTRACTOR SHALL PROVIDE THE FOLLOWING REPORTS AND GUARANTEES TO THEOWNER OR OWNER'S REPRESENTATIVE:A. ELECTRICAL INSPECTOR'S CERTIFICATE OF COMPLIANCE WITH A.H.J. REQUIREMENTS.B. PLUMBING INSPECTOR'S CERTIFICATE OF COMPLIANCE WITH A.H.J. REQUIREMENTSC. FIRE MARSHALL'S CERTIFICATE OF COMPLIANCE WITH A.H.J. REQUIREMENTS.D. BUILDING INSPECTOR'S CERTIFICATE OF COMPLIANCE WITH A.H.J. REQUIREMENTS.E. HEALTH DEPARTMENT CERTIFICATE OF COMPLIANCE WITH A.H.J. REQUIREMENTS.F. A.H.J. CERTIFICATE OF OCCUPANCY.

B. GENERAL CONSTRUCTION1. CONTRACTOR SHALL VERIFY ALL GRID LINE COORDINATES AND CHECK THEM AGAINST DIMENSIONS

SHOWN ON PLANS AND DETAILS. ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCY DURINGSTAKING.

2. ALL LANDSCAPE MATERIALS DISPLACED OR DISTURBED AS A RESULT OF CONSTRUCTION SHALL BEREPLACED OR REPAIRED TO ORIGINAL CONDITION.

3. THE CONTRACTOR SHALL FIRMLY ANCHOR PARTITIONS PER JURISDICTION AND INDUSTRYSTANDARDS AND USE METAL TRIM ACCESSORIES AT EXPOSED CORNERS, EDGES AND ENDS INPLASTER AND DRYWALL PARTITIONS.

4. NEW WALL FRAMING SHALL BE 3-5/8" X 20GA OR 6" X 20GA METAL STUDS AT 16" O.C.

5. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS; CONFIRM DRAWINGS TO SCALE BEFORE USE.

6. ALL PLAN DIMENSIONS ARE FROM FACE OF STUD OR MASONRY SURFACES UNLESS SHOWNOTHERWISE.

7. PROVIDE FIRE RETARDANT TREATED WOOD BLOCKING FOR ALL WALL MOUNTED PLUMBING FIXTURES,TOILET ACCESSORIES, CABINETS, AND TABLES.

8. ALL CONCEALED PLYWOOD, WOOD BLOCKING, AND WOOD STUD/JOIST FRAMING SHALL MEET U.L.FIRE RETARDANT TREATED REQUIREMENTS.

9. ALL MATERIALS USED IN UNFINISHED ATTIC SPACE SHALL BE NON-COMBUSTIBLE. ANY WOOD SHALLBE FIRE RETARDANT TREATED.

10. DO NOT PUNCH OR USE METAL DECK TO SUPPORT SUSPENDED CEILING. SUSPENDED METALFRAMING-CEILING AND METAL STUD PARTITION FRAMING SHALL BE SUPPORTED FROM STRUCTURALSTEEL ROOF FRAME.

11. THE CONTRACTOR SHALL PROVIDE ACCESS PANELS REQUIRED FOR MECHANICAL, ELECTRICAL ANDPLUMBING INSTALLATIONS PER LOCAL BUILDING CODES. LOCATIONS SHALL BE COORDINATED WITHARCHITECT PRIOR TO INSTALLATION.

12. CEILING FRAMING IN THE FIELD SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACHOTHER AND WITH THE RECESSED LIGHT FIXTURES. ALL RECESSED FIXTURES SHALL BE SET FLUSHINTO CEILING.

13. NEW PIPE, CONDUIT AND DUCT PENETRATIONS OF FIRE RATED ASSEMBLIES ARE TO BECONSTRUCTED IN ACCORDANCE WITH AN UNDERWRITERS LABORATORY TESTED DESIGN.

14. WIRING AND CONDUIT IS TO BE CONCEALED IN BOTH NEW AND EXISTING PARTITIONS WITH ALLOUTLETS, SWITCHES AND SIMILAR DEVICES MOUNTED IN RECESSED JUNCTION BOXES WITH FLUSHCOVER PLATES. SURFACE MOUNTED CONDUIT, WIREMOLD, OUTLETS, ETC. WILL NOT BE PERMITTEDUNLESS OTHERWISE NOTED.

15. VERIFY EXACT DIMENSIONS OF ALL OWNER SUPPLIED EQUIPMENT, FEATURES AND FIXTURES TOASSURE A PROPER FIT WHERE EQUIPMENT, FEATURES AND FIXTURES ARE SHOWN BUILT-IN TO NEWMILLWORK, UNDER COUNTER AND BETWEEN NEW AND EXISTING PARTITIONS.

16. COMMUNICATION, DATA, SECURITY AND SIMILAR SYSTEMS WILL BE PROVIDED AND INSTALLED BY THEOWNER UNLESS OTHERWISE NOTED IN THE CONTRACT DOCUMENTS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OWNER AND PROVIDE CONDUIT,BOXES AND OTHER ROUGH-IN REQUIREMENTS TO FACILITATE FINAL WIRING INSTALLATION.

17. LOCKSETS SHALL BE "KEYED" IN ACCORDANCE WITH OWNER REQUIREMENTS. "KEYS" ARE TO BEDELIVERED TO OWNER PROPERLY TESTED. THE NUMBER OF MASTER AND PASS KEYS SHALL BECOORDINATED WITH LANDLORD.

18. PROVIDE STANDARD IDENTIFICATION PLATE WITH OWNER NAME AND SPACE DESIGNATION/ADDRESSAS SPECIFIED THROUGH A COMMON MANUFACTURER BY THE LANDLORD. IF NO LANDLORDSTANDARD PROVIDED, PROVIDE A STANDARD 3" X 9" LAMINATED PLASTIC, DARK COOL GRAY COLOREDFACE WITH WHITE LETTERING ROUTED INTO FACE. FASTENED TO OWNER REAR EXIT SERVICE DOORON THE ACCESS CORRIDOR FACE.

19. PROVIDE WATER RESISTANT GYPSUM BOARD AT ALL TILE LOCATIONS, PLASTIC PANEL LOCATIONS,MECHANICAL ROOM WALLS, AND AS NOTED ON DRAWINGS.

20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH LOCAL V.O.C. REGULATIONS FORMATERIALS USED IN CONSTRUCTION.

21. SPACES BEING SURFACED SHALL BE CLOSED TO TRAFFIC AND OTHER WORK DURING THE LAYING OFFLOORING, STONE, WOOD, OR OTHER MATERIAL. FINISHED FLOORS SHALL BE COVERED AFTERINSTALLATION FOR PROTECTION.

22. THE CONTRACTOR SHALL FURNISH AND INSTALL REQUIRED FIRE EXTINGUISHERS AS REQUIRED BYLOCAL CODES AND THE LOCAL FIRE MARSHAL.

23. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT ANY SPECIAL KNOWLEDGE OREFFORT OR THE USE OF A KEY.

24. CONTRACTOR TO PROVIDE LAMINATED COPY OF EVACUATION PLAN IN ALL OCCUPIABLE AREAS ATEXIT DOORS.

25. ALL GLAZING WITHIN 48" OF DOORS AND 18" FROM FINISHED FLOOR SHALL BE TEMPERED INCLUDINGGLAZING OF DOORS.

26. ALL DECORATIVE MATERIAL PROVIDED AND/OR INSTALLED BY THE GENERAL CONTRACTOR SHALL BEMADE FROM NONFLAMMABLE MATERIALS OR TREATED WITH FLAME RETARDANT AS APPROVED BYTHE LOCAL FIRE MARSHAL.

27. ALL FINISH SURFACES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF CLASS III OR HIGHER (FLAMESPREAD INDEX 76 THROUGH 200 AND A SMOKE DENSITY RATING OF 450).

C. CHANGES IN WORK1. THE OWNER WITHOUT INVALIDATING THE CONTRACT, MAY ORDER EXTRA WORK OR MAKE CHANGES

BY ALTERING, ADDING TO OR DEDUCTING FROM THE WORK - THE CONTRACT SUM BEING ADJUSTEDACCORDINGLY. SUCH WORK SHALL BE EXECUTED UNDER THE CONDITIONS OF THE ORIGINALCONTRACT EXCEPT THAT ANY CLAIM FOR EXTENSIONS OF TIME CAUSED THEREBY SHALL BEINDICATED ON THE CHANGE ORDER.

2. THE OWNER MAY PERFORM ADDITIONAL WORK WHICH IS NOT PART OF THIS CONTRACT: WITH HISOWN FORCES, UNDER SEPARATE CONTRACTS, OR WITH OTHER CONTRACTORS. THE CONTRACTORSHALL COOPERATE WITH THE OWNER AND THE OTHER CONTRACTORS AND COORDINATE HIS WORKSO THAT WORK WITH OTHERS MAY BE ACCOMPLISHED IN AN APPROPRIATE AND TIMELY MANNER.

3. CLAIMS FOR ADDITIONAL WORK WILL BE SUBMITTED IN WRITING FOR REVIEW BY OWNER AND SHOULDINCLUDE A COMPLETE DESCRIPTION OF THE WORK, MATERIALS BEING USED, THE ROOM NUMBER ORAREA AFFECTED, AND THE AUTHORIZATION UNDER WHICH THE WORK IS BEING PERFORMED.

D. SITE CONSIDERATIONS1. DEMOLITION WORK SHALL BE COORDINATED WITH THE LANDLORD TO MINIMIZE DISRUPTION AND

INCONVENIENCE TO OTHER OWNERS IN OCCUPIED BUILDINGS. MAINTAIN SAFE MEANS OF ACCESSAND EGRESS TO OCCUPIED OWNER SPACES.

2. MAINTAIN THE INTEGRITY OF RATED PARTITIONS AND OTHER FIRE RATED ASSEMBLIES. REPAIR ORREPLACE DAMAGED PORTIONS WITH NEW CONSTRUCTION TO MATCH EXISTING AND HAVE REPAIRWORK APPROVED BY THE BUILDING INSPECTOR.

3. BUILDING MECHANICAL AND ELECTRICAL SERVICE SHUT DOWN REQUIRED FOR THIS WORK SHALL BESUBMITTED IN WRITING BY THE CONTRACTOR A MINIMUM OF (72) HOURS IN ADVANCE OF THE SHUTDOWN. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM AUTHORITIES HAVING JURISDICTIONPRIOR TO SHUT DOWN AND SHALL NOT OVERLY INCONVENIENCE BUILDING OCCUPANTS.

SCOPE OF WORK

TRUE NORTH

NO

RTH

LANDLORD/ PROPERTY:GRAHAM COMMERCIAL PROPERTIES9440 PHILIPS HIGHWAY SUITE 1JACKSONVILLE, FL 32256CONTACT: RON KIRKLANDEMAIL: [email protected]: 904.281.0003FAX: 904.281.0849

ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THESPECIFICATIONS & DRAWINGS AND SHALL SATISFY ALL APPLICABLE CODES,ORDINANCES & REGULATIONS OF ALL GOVERNING BODIES INVOLVED.

CITY OF JACKSONVILLE - BUILDING INSPECTION DIVISION214 NORTH HOGAN STREETJACKSONVILLE, FL 32202904.255.8503

RESPONSIBILITY SCHEDULE

BUILDING KEY PLAN

ITEM BY

LL

GC

FU

RN

ISH

ED

GC

INS

TALL

ED

TEN

AN

TFU

RN

ISH

ED

TEN

AN

TIN

STA

LLE

D

NATIONAL ACCOUNT INFO NOTES

GENERALCERTIFICATE OF OCCUPANCY X

HIGH PILE STORAGE PERMIT X ACCEPT, SIGN, AND SECURE ALL SHIPMENTS INCLUDING VERIFYING PACKING LIST AND INSPECT FOR DAMAGE AND DEFECTS

CLOSEOUT MANUAL X COORDINATE CLOSEOUT REQUIREMENTS WITH DALTILE CONSTRUCTION PROJECT MANAGER.

FLOORINGCARPET X X MOHAWK GC TO PROVIDE TAKE-OFFS TO DALTILE CONSTRUCTION PROJECT MANAGER.

VINYL BASE X X MOHAWK GC TO PROVIDE TAKE-OFFS TO DALTILE CONSTRUCTION PROJECT MANAGER.

TILE / TILE BASE X X DALTILE / AMERICAN OLEAN GC TO PROVIDE TAKE-OFFS TO DALTILE CONSTRUCTION PROJECT MANAGER.

THIN SET / GROUT / LEVELING MATERIAL X X

NUE TILE SYSTEM X X

PAINT / WALLCOVERINGPAINT X X BENJAMIN MOORE REFERENCE SHEET A2.5 FOR SPECIFICATIONS.

LIGHTINGTENANT'S LIGHT FIXTURE PACKAGE X X REFERENCE LIGHTING LEGEND ON SHEET A2.3 FOR ALL STANDARD SPECIFICATIONS.

DOORS / GLAZINGDOORS/FRAMES/HARDWARE X X MIX OF NEW AND EXISTING

DOOR KEYING X X MIX OF NEW AND EXISTING

EXTERIOR DOORS/WINDOWS X X EXISTING TO REMAIN. MODIFICATIONS TO EXISTING IS RESPONSIBILITY OF TENANT/CONTRACTOR.

SIGNAGENEW INTERIOR ROOM SIGNAGE X X

EXTERIOR BLDG SIGNS X X WALTON SIGNAGE CONTACT: ROBERTA HOYER 210-933-1438

BLINDS / SHADESPERIMETER BLINDS X X REFERENCE MODIFICATIONS / NEW SPECIFICATIONS ON SHEET A2.0

SECURITYPROTECTION ONE SECURITY SYSTEM X X PROTECTION 1 CONTACT: LESLIE BATTEN 972-400-8584

FIRE ALARM SYSTEM X X PROTECTION ONE

APPLIANCESREFRIGERATOR X X NO WATERLINE REQUIRED

COFFEE BREWER X X NO WATERLINE REQUIRED

MICROWAVE X X GC TO PROVIDE DEDICATED OUTLET

DOCK EQUIPMENTEDGE OF DOCK LEVELER(S) X X MINER CORPORATION CONTACT: BRIAN FULTON 262-409-5603

KELLY AFX PIT LEVELER(S) X X MINER CORPORATION CONTACT: BRIAN FULTON 262-409-5603

DOCK BUMPERS X X MINER CORPORATION CONTACT: BRIAN FULTON 262-409-5603

DOCK SHELTERS X X MINER CORPORATION CONTACT: BRIAN FULTON 262-409-5603

DOCK DOORS X X DH PACE CONTACT: TRAVIS HAGAN 816-480-2451

PHONE & DATATELE/DATA CONDUIT WITH PULL STRING X X

DATA AND PHONE CABLES X X GC TO PROVIDE PHONE BOARD TO MEET DALTILE NEEDS. REFERENCE A2.2 FOR FURTHER INFORMATION.

IT CLOSET PHONE BOARD X X

2" CONDUIT FROM DMARC TO IT CLOSET X X

TELEPHONE SYSTEM X X

P.A. HORN X X GC TO PROVIDE AS REQUIRED. REFERENCE A2.2 FOR FURTHER INFORMATION.

FIXTURES & FURNITURETENANT'S FURNITURE PACKAGE & ASSEMBLY X X REFERENCE SHEET A2.1 FOR FIXTURES & FURNITURE LAYOUT. GC TO PROVIDE POWER/DATA AS SCHEDULED ON SHEET A2.2.

BREAKROOM CABINETS X X

MISCELLANEOUS20 GA SHEET METAL X X BEHIND SHEETROCK IN SHOWROOM TO 10' AFF

PALLET RACKS X X

FIRE EXTINGUISHERS PER LOCAL CODE X X

FIRE SPRINKLERS - WAREHOUSE X X CLASS II TO 21'-0"

FIRE SPRINKLERS - OFFICE DROPS X X

OTHER FIRE PROTECTION (ALARM/VENTS/CURTAINS) X X

FIRE/LIFE/SAFETY LIGHTS/STROBES/HORNS X X

WAREHOUSE HEATERS X X

WAREHOUSE VENTILATION (EXHAUST UNITS/POWER) X X REFERENCE CONSTRUCTION PLAN ON SHEET A2.0 FOR SPECIFICATION INFORMATION.

EGRESS LOAD CALCULATIONSAREA DESCRIPTION FLOOR AREA LOAD FACTOR OCCUPANT LOAD

BUSINESS AREAS 1,780 SF 1:100 18 OCC.WAREHOUSE (S-1) 7,353 SF 1:500 15 OCC.

TOTAL GROSS: 9,133 SF 33 OCCUPANTS

CONSTRUCTION TYPE II-A

NUMBER OF STORIES 1

SPRINKLERED BLDG YES

SMOKE VENTS (WAREHOUSE) YES

OCCUPANCY GROUP(S)B- BUSINESSWAREHOUSE (S-1)

GROSS SQUARE FOOTAGE APPROX. 9,133 SF

NUMBER OF EXITS 3 REQUIRED / 7 PROVIDED

MAX TRAVEL DISTANCE W/ SPRINKLERSBUSINESS (B) = 300'-0" MAX REQUIREDSTORAGE (S-1) = 400'-0" MAX REQUIRED

90'-9" PROVIDED136'-3" PROVIDED

MAX DEAD END LENGTH 50'-0" MAX

ARCHITECT:THOMAS A. EDSON2641 IRVING BLVD.DALLAS, TX 75207CONTACT: THOMAS A. EDSONEMAIL: [email protected]: 214.638.6800FAX: 214.689.0301

CLIENT

HW

Y 95PHILIPS HW

Y

SHAD RD

REVISION LOGREV DATE DESCRIPTION

PROJECT SUMMARY

TRUE NORTH

NO

RTH

TRUE NORTH

NO

RTH

NO

RTH

LOW HI

20' C

LEA

R F

LOO

R S

PA

CE

20' C

LEA

R F

LOO

R S

PA

CE

25' C

LEA

R F

LOO

R S

PA

CE

25' C

LEA

R F

LOO

R S

PA

CE

K

E

AOMARAZZI

1. WORK IN THIS CONTRACT INCLUDES NEW FLOOR AND WALL FINISHES. NEWPARTITIONS AND FINISHES OF STUD WALLS IN AREAS OF CONSTRUCTION.

2. WORK INCLUDES CONNECTION TO AND EXTENSION OF THE BASE BUILDINGUTILITIES AND SERVICES (ELECTRICAL, MECHANICAL, PLUMBING).

3. NO CHANGE TO EXISTING BASE BUILDING WASHROOMS, JANITOR'S CLOSETS,ETC. NO CHANGE TO BASE BUILDING PLUMBING FIXTURES OR COUNT.

4. WORK INCLUDES HIGH PILE STORAGE WITHIN WAREHOUSE EXTENTS. REFERENCESHEET A2.1 FOR SPECIFICS ON STORAGE OF COMMODITIES.

SCOPE OF WORK:

PLUMBING FIXTURE CALCULATIONS2014 FLORIDA PLUMBING CODE WATER CLOSETS LAVATORIES

DRINKINGFOUNTAIN

OLRATIO:

OLCALC

UN

ISE

X

MA

LE

UR

INA

L

FEM

ALE

UN

ISE

X

MA

LE

FEM

ALE

AREA 1

0 1 0 1 0 1 1 2

B - BUSINESS 1:100

FLOOR AREA (SF) 1780 18

MALE: 50% 9

FEMALE: 50% 9

AREA 2

0 1 0 1 0 1 1 2

S-1 - STORAGE 1:500

FLOOR AREA (SF) 7353 15

MALE: 50% 8

FEMALE: 50% 8

TOTAL FOR TENANT

0 1 0 1 0 1 1 2

CALCULATED OL: 33

NUMBER OF UNITS: 0

MALE: 17

FEMALE: 17

ACTUAL PROVIDED 0 1 0 1 0 1 1 2

REVISIONS: DATE:NO.

© 2017 idGROUP, LLC

DRAWING NUMBER:

DRAWING TITLE:

2641 IRVING BLVD.

DALLAS, TEXAS 75207

TEL: 214-638-6800

CLIENT REVIEW ISSUE DATE:

BID ISSUE DATE:

LANDLORD REVIEW ISSUE DATE:

PERMIT ISSUE DATE:

CONSTRUCTION ISSUE DATE:

STORE #XXX9454 PHILIPS HIGHWAY


464-022

TB/TP

LML/RHS

08/25/201709/26/2017

09/26/2017

09/26/2017

XX/XX/2017

PROJECT COORDINATOR/ DESIGN CONSULTANT

ARCHITECT

SEAL

PROJECT NO.:

DRAWN BY:

CHECKED BY:

Architect

2641 IRVING BLVD.

DALLAS, TEXAS 75207

Thomas Alden Edson

214-638-6800

STA

TE OF FLORIDA

RE

GIS T E R E D A R C HIT

EC

T

THOM

AS A L DEN EDSON

AR0010101

PROJECT INFORMATION,LEGENDS, & SCHEDULES

G0.0

X

1.0 GENERAL CONDITIONS

1.1 THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION STANDARD FORM OF THE AMERICAN

INSTITUTE OF ARCHITECTS, CURRENT EDITION, SHALL APPLY TO THE WORK IN THIS DOCUMENT, EXCEPT AS

SPECIFICALLY MODIFIED BELOW AND/OR BY THE AGREEMENT.

1.2 PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL FURNISH A CONSTRUCTION SCHEDULE SHOWING THE

CHRONOLOGICAL PHASES OF HIS WORK, SCHEDULE OF VALUES, AND INSURANCE CERTIFICATE. THIS SCHEDULE

SHALL INDICATE ORDERING LEAD TIMES, A BEGINNING AND END DATE FOR EACH PHASE AND A PROJECTED

COMPLETION DATE FOR THE ENTIRE PROJECT.

1.3 WHERE THE CONTRACT, NOTES OR DRAWINGS CALL FOR WORK OF A MORE STRINGENT NATURE THAN THAT REQD.

BY THE BLDG. CODE OR OTHER DEPARTMENTS HAVING JURISDICTION OVER THE WORK, THE WORK OF THE MORE

STRINGENT NATURE CALLED FOR BY THE CONTRACT, CONSTRUCTION NOTES OR DRAWINGS SHALL BE FURNISHED.

1.4 THE CONTRACTOR SHALL BE FULLY AND SOLELY RESPONSIBLE FOR THE REMOVAL, REPLACEMENT AND

RECTIFICATION OF DAMAGED, DEFECTIVE MATERIAL AND WORKMANSHIP IN CONNECTION W/THE CONTRACT WORK.

CONTRACTOR SHALL REPLACE OR REPAIR AS DIRECTED SUCH DAMAGED OR DEFECTIVE MATERIALS WHICH SHALL

APPEAR WITHIN A PERIOD OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION.

1.5 idGROUP DRAWINGS AND ALL CONSTRUCTION NOTES ARE COMPLEMENTARY, AND WHAT IS CALLED FOR BY EITHER

WILL BE BINDING AS IF CALLED FOR BY ALL. ANY WORK SHOWN OR REFERRED TO ON ANY ONE SET OF DWGS.

SHALL BE PROVIDED AS THOUGH SHOWN ON ALL RELATED DWGS.

1.6 THE CONTRACTOR IS WHOLLY RESPONSIBLE FOR THE COORDINATION AND SCHEDULING OF THE WORK EFFORT

FOR ALL SUB-CONTRACTORS, CRAFTSMAN AND TRADESMAN REQ'D. TO COMPLETE THE JOB.

1.7 THE CONTRACTOR SHALL NOTIFY idGROUP PRIOR TO FINAL BIDDING IF HE CANNOT COMPLY WITH WORK CALLED

FOR ON THESE DRAWINGS.

1.8 THE CONTRACTOR SHALL NOTIFY idGROUP OF DISCREPANCIES OR OMISSIONS BETWEEN THE DRAWINGS AND

FIELD CONDITIONS BEFORE COMMENCING WITH WORK AND REQUEST CLARIFICATION PRIOR TO FINAL BIDDING.

1.9 BEFORE SUBMITTING A PROPOSAL, CONTRACTOR SHALL VISIT THE PREMISES, FAMILIARIZE THEMSELVES WITH

EXISTING CONDITIONS AND SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF THE WORK AND THE

DIFFICULTIES THAT ATTEND ITS EXECUTION.

1.10 THE SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN

MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIAL REQUIRED FOR DIFFICULTIES ENCOUNTERED,

WHICH COULD HAVE BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE, WILL NOT BE RECOGNIZED.

1.11 CONTRACTOR SHALL CONTACT THE BLDG. MANAGEMENT TO DETERMINE THE RULES OF THE BLDG. OWNER FOR

CONSTRUCTION, TO DETERMINE WHEN AND HOW DELIVERIES CAN BE MADE (SEE BELOW), WHAT PHASES OF

CONSTRUCTION CAN BE DONE ON REGULAR OR OVERTIME, AND IN GENERAL, ANY SPECIAL BLDG. REQUIREMENTS

WHICH WILL AFFECT THEIR WORK, (IF OVERTIME WORK IS REQUIRED BY ANY TRADE, APPROVAL MUST BE OBTAINED

PRIOR TO THE EXECUTION OF ANY WORK, INCLUDING COST). THE GENERAL INTENT IS THAT ALL CONSTRUCTION

WORK SHALL BE DONE ON REGULAR TIME EXCEPT NOISE GENERATING CONSTRUCTION. IT SHALL BE THE

RESPONSIBILITY OF EACH CONTRACTOR TO CHECK THE RULES AND REGULATIONS GOVERNING WORK ON THE

PREMISES INCLUDING THE FOLLOWING:

(A) DATE AND TIME OF DELIVERY SHALL BE ESTABLISHED IN CONJUNCTION W/THE PERSON HAVING

JURISDICTION OVER PREMISES (OVERTIME CHARGES AND/OR ANY NECESSARY EXPENSE SHALL BE PAID BY THE

CONTRACTOR REQUIRING SERVICE.

(B) BLDG. CONDITIONS, INCLUDING SIZE AND LOADING CAPACITY OF ELEVATORS, SIZE OF DOORWAYS,

CORRIDORS, WINDOW OPENINGS, ETC, SHALL BE CHECKED FOR TIMES BEING DELIVERED BY CONTRACTOR

REQUESTING DELIVERY.

(C) CHARGES INVOLVING THE INSTALLATION AND/OR OPERATION OF A HOIST SYSTEM, IF REQD, SHALL BE

BORNE BY THE CONTRACTOR USING THE SYSTEM. CHARGES INVOLVING THE TEMPORARY REMOVAL AND

REINSTALLATION OF WINDOW SASH AND/OR FIXED PANELS REQD. FOR DELIVERY SHALL BE BORNE BY THE

CONTRACTOR

1.12 THE CONTRACTOR, HIS SUBCONTRACTOR, AND OTHER CONTRS. INVOLVED IN THIS PROJECT SHALL TAKE NOTE

THAT ANY COST CAUSED BY DEFECTIVE OR ILL-TIMED WORK, AS A RESULT OF, BUT NOT LIMITED TO INFERIOR

WORKMANSHIP OR MATERIALS, IMPROPER SCHEDULING OR DELINQUENT ORDERING SHALL BE BORNE BY THE

CONTRACTOR.

1.13 THE CONTRACTOR SHALL REMOVE RUBBISH AND WASTE MATERIALS, INCLUDING RUBBISH WHICH IS A BY-PRODUCT

OF CARPET AND CABINET INSTALLATION, TELEPHONE COMPANY INSTALLATION, ETC. AND PROVIDE FOR ITS

REMOVAL FROM THE SITE. SITE SHALL BE LEFT "BROOM CLEAN" AT END OF DAY.

1.14 THE USE OF THE WORDS "PROVIDE" OR "PROVIDED" IN CONNECTION WITH ITEMS SPECIFIED, IS INTENDED TO MEAN

"THAT WHICH SHALL BE FURNISHED, INSTALLED, AND CONNECTED BY THE CONTRACTOR.", U.O.N.

1.15 WHERE THE TERMS "APPROVED EQUAL", "OTHER APPROVED", "EQUAL TO", "ACCEPTABLE" OR THE OTHER GENERAL

QUALIFYING TERMS ARE USED, IT SHALL BE UNDERSTOOD THAT REFERENCE IS MADE TO THE RULING AND

JUDGEMENT OF idGROUP AND MUST BE SUBMITTED PER NOTE 1.16.

1.16 THE CONTRACTOR SHALL HAVE TEN WORKING DAYS FROM AWARD OF THE CONTRACT TO SUBMIT SUBSTITUTIONS

OF SPECIFIED PRODUCTS OR WORK FOR REVIEW BY idGROUP. HE SHALL INCLUDE CUT SHEETS W/ SPECIFICATIONS

AND REASONS FOR SUBSTITUTION. idGROUP SHALL RESPOND IN TEN WORKING DAYS TO SUBMITTAL. NO

SUBSTITUTIONS SHALL BE ACCEPTED AFTER THE INITIAL TIME LIMIT HAS PASSED.

1.17 THE CONTRACTOR SHALL REVIEW, DATE, SIGN AND SUBMIT FABRICATION DRAWINGS, FIXTURE, AND EQUIPMENT

CUT SHEETS TO idGROUP FOR REVIEW. HE SHALL PROVIDE 3 SETS OF BLUEPRINTS FOR FABRICATION DRAWINGS.

idGROUP SHALL HAVE A 40 WORKING HOUR (5 DAYS) SHOP DRAWING TURN-AROUND TIME FROM THE DATE OF

RECEIPT. ALL SHOP DRAWINGS AND CUT SHEETS SIGNED "REVIEWED" SHALL SUPERCEDE ORIGINAL DWGS. IN

DESIGN APPEARANCE ONLY. CONTRACTORS SHALL ASSUME RESPONSIBILITY FOR ERRORS IN THEIR DRAWINGS.

1.18 THE CONTRACTOR SHALL PROVIDE NECESSARY PROTECTION OF HIS WORK AND THE ADJACENT AREAS ABUTTING

THE PROJECT. THIS INCLUDES NOISE AND DUST CONTROL AS WELL AS PHYSICAL DAMAGE.

1.19 THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO THE PROJECT OR ADJACENT SPACES CAUSED BY HIS

WORK OR WORKMEN. PATCHING AND REPLACING OF DAMAGED WORK SHALL BE DONE IN A PROMPT AND

PROFESSIONAL MANNER.

1.20 idGROUP IS NOT RESPONSIBLE FOR ENGINEERING THESE DOCUMENTS. FOR CONSTRUCTION SETS WITHOUT

ENGINEERING DOCUMENTS THE CONTRACTOR SHALL PROVIDE SHOP DWGS. PRIOR TO CONSTRUCTION AND

AS-BUILTS UPON COMPLETION FOR ELECTRICAL AND MECHANICAL TRADES TO THE LANDLORD.

1.21 THE CONTRACTOR SHALL INCLUDE IN HIS ESTIMATE COSTS (INCLUDING OVERTIME WORK) FOR REMOVAL NEW

INSTALLATION AND REINSTALLATION WORK FOR PLUMBING, CLG. (TAKE-DOWN AND

REINSTALLATION),ELECT,TELEPHONE,COMMUNICATIONS EQUIPMENT OR HVAC WORK IN CLG. PLENUM.

1.22 THE CONSTRUCTION NOTES AND/OR DRAWINGS ARE SUPPLIED TO ILLUSTRATE THE DESIGN AND THE GENERAL

TYPE OF CONSTRUCTION DESIRED ARE INTENDED TO APPLY TO THE FINEST QUALITY OF CONSTRUCTION, MATERIAL

AND WORKMANSHIP THROUGHOUT.

1.23 THE CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DRAWINGS ON SITE

DURING ALL PHASES OF CONSTRUCTION FOR USE OF TRADES.

1.24 THE CONTRACTOR UPON ACCEPTANCE AND APPROVAL OF THE DWGS. ASSUMES FULL RESPONSIBILITY FOR THE

CONSTRUCTION, MATERIALS, AND WORKMANSHIP OF THE WORK DESCRIBED IN THESE DRAWINGS AND HE WILL BE

EXPECTED TO COMPLY W/THE SPIRIT AS WELL AS THE LETTER IN WHICH THEY WERE WRITTEN.

1.25 EXISTING APPURTENANCES NOT BEING REMOVED SHALL BE REFURBISHED. LOOSE ITEMS TIGHTENED, AND MISSING

OR BROKEN PARTS REPLACED. THE CONTRACTOR TO ACHIEVE A FINISHED FIRST CLASS INSTALLATION AND "LIKE

NEW" APPEARANCE.

1.26 REQUIRED LIFE SAFETY EXITS SHALL CONTINUOUSLY, BE MAINTAINED FREE FROM OBSTRUCTIONS, AND EXIT WAYS

SHALL COMPLY WITH THE A.D.A. TITLE III PROVISIONS.

1.27 DURING THE ENTIRE PERIOD OF DEMOLITION AND CONSTRUCTION, EXISTING EXITS, EXIT LIGHTING, FIRE

PROTECTIVE DEVICES AND ALARMS SHALL BE CONTINUOUSLY MAINTAINED AND COMPLY WITH THE A.D.A. TITLE III

PROVISION.

1.28 WHERE OPENINGS OCCUR IN EXISTING FIRE RATED AREAS OR PARTITIONS DUE TO EXISTING OR NEW CONDUIT

RUNS, DUCTWORK, CABLES, PIPING, ETC., AND/OR WHERE EXISTING FIREPROOFING HAS BEEN REMOVED AS A

RESULT OF EXISTING OR NEW CONSTRUCTION WORK THE CONTRACTOR SHALL CLOSE AND/OR PATCH AS

REQUIRED, OPNG'S. TO MATCH IMMEDIATE ADJACENT AREAS IN MATERIAL, FINISH AND FIRE RATING.

1.29 THE CONTRACTOR SHALL PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY O.S.H.A. AND BY FIRE DEPARTMENT

REGULATIONS, AND AS SHOWN ON idGROUP DRAWINGS.

1.30 INSURANCE AND BONDING FOR THE PROJECT SHALL BE AS DIRECTED BY AND TO THE SATISFACTION OF THE

OWNER.

1.31 THE CONTRACTOR SHALL VERIFY SIZE, ELECTRICAL REQUIREMENTS, LOCATION AND CHARACTERISTICS OF WORK

AND /OR EQUIPMENT SUPPLIED BY THE OWNER OR OTHERS, W/ THE MFR. OR SUPPLIER PRIOR TO THE START OF

RELATED WORK.

1.32 THE CONTRACTOR SHALL SEE THAT ALL SUB-CONTRACTOR RECEIVE COMPLETE SETS OF WORKING DRAWINGS OR

ASSUME FULL RESPONSIBILITY FOR COORDINATION OF WORK WHEN COMPLETE SETS ARE NOT AVAILABLE TO

SUB-CONTRACTORS.

1.33 REMOVABLE LABELS WITH NAMES, TRADEMARKS, LOGOS, ETC. SHALL NOT BE VISIBLE. WHERE DETRIMENTAL TO

DESIGN.

1.34 ALTERNATES TO BASE REQUIREMENTS ARE TO BE PRICED INDIVIDUALLY BY NUMBER INDICATED ON PLAN.

1.35 WHERE SPECIAL ITEMS REQUIRE EXTENDED LEAD TIME PREVENTING INSTALLATION BY PROJECTED MOVE-IN DATE,

CONTRACTOR IS TO PROPOSE AN AVAILABLE ALTERNATE FOR AND PREPARE PRICING FOR POSSIBLE TEMPORARY

ASSEMBLIES.

1.36 THE CONTRACTOR SHALL COORDINATE WORK BETWEEN ENGINEERS AND SUBCONTRACTORS.

1.37 THE CONTRACTOR SHALL THOROUGHLY CLEAN THE ENTIRE SPACE TO THE SATISFACTION OF idGROUP PRIOR TO

BEING TURNED OVER TO THE TENANT.

1.38 THE BASE BUILDING TOILET FACILITIES SHALL BE AMPLY PROTECTED THROUGHOUT THE PERIOD OF

CONSTRUCTION AND DAMAGED OR MALFUNCTIONING ITEMS SHALL BE REPAIRED, REPLACED AND/OR

THOROUGHLY CLEANED TO THE SATISFACTION OF idGROUP PRIOR TO BEING TURNED OVER TO THE TENANT.

1.39 THE CONTRACTOR AGREES TO PAY TRANSPORTATION CHARGES ON HIS MATERIAL OR EQUIPMENT TO THE POINT

OF USE, AND SHALL BE RESPONSIBLE FOR UNLOADING AND STORING OF SAME IN CONNECTION WITH THIS

CONTRACT.

1.40 IF THE CONTRACTOR CLAIMS THAT REVISIONS TO DWGS. INVOLVE EXTRA COST UNDER THIS CONTRACT, HE SHALLGIVE idGROUP WRITTEN NOTICE THEREOF WITHIN A REASONABLE TIME AFTER RECEIPT OF SUCH INSTRUCTIONS, INANY EVENT BEFORE PROCEEDING TO EXECUTE THE WORK AND THE PROCEDURE SHALL THEN BE AS PROVIDED FOR IN THE "CHANGES IN THE WORK". NO SUCH CLAIMS SHALL BE VALID UNLESS SO MADE. UNLESS OTHERWISE AGREED, NO PAYMENT ON SUCH BILLS WILL BE MADE UNTIL FINAL SETTLEMENT.

1.41 CLAIMS FOR ADDITIONAL WORK WILL BE SUBMITTED IN WRITING FOR REVIEW BY idGROUP AND SHOULD INCLUDE A

COMPLETE DESCRIPTION OF THE WORK BEING PERFORMED MATERIALS BEING USED, THE ROOM SCHEDULE

NUMBER OF THE AREA BEING WORKED IN, AND THE AUTHORIZATION UNDER WHICH THE WORK IS BEING

PERFORMED.

2.0 DEMOLITION

2.1 THE CONTRACTOR SHALL INSPECT THE SITE AND CALL ATTENTION TO ENVIRONMENTAL HAZARDS W/ BLDG. MGMT.

SAID HAZARDS ARE TO BE REMOVED AT THE BLDGS EXPENSE. REMOVAL TO ADHERE TO THE ENVIRONMENTAL

PROTECTION AGENCY'S GUIDELINES.

2.2 THE CONTRACTOR SHALL FURNISH LABOR AND MATERIAL TO COMPLETE DEMOLITION AND REMOVAL OF ITEMS AS

INDICATED ON idGROUP DRAWINGS.

2.3 THE CONTRACTOR SHALL FURNISH BLDG. MANAGEMENT WITH A COMPLETE INVENTORY LIST OF ITEMS THAT CAN

BE REUSED AND/OR STORED IN BUILDING STOCK.

2.4 THE CONTRACTOR SHALL EXECUTE WORK WITHIN THE REGULATIONS OF THE BUILDING FOR DEMOLITION AND

REMOVAL OF DEBRIS, INCLUDING OVERTIME WORK.

2.5 WORK DEMOLISHED SHALL BE REMOVED FROM THE PREMISES EXCEPT ITEMS TO BE REUSED OR RETURNED;

UNLESS OTHERWISE NOTED.

2.6 THE CONTRACTOR SHALL CAP AND FLUSH OFF BEHIND FINISH SURFACES PROJECTING ITEMS WHICH ARE

ABANDONED.

3.0 PATCHING AND CUTTING

3.1 THE CONTRACTOR SHALL DO THE CUTTING,FITTING AND PATCHING WORK THAT MAY BE REQ'D. TO MAKE RELATED

PARTS COME TOGETHER PROPERLY.

3.2 THE CONTRACTOR SHALL PROVIDE FLOOR CUT-OUTS AND PATCHING FOR THE INSTALLATION OF RELATED WORK.

3.3 THE CONTRACTOR SHALL SURVEY AND REPAIR EXISTING FINISHED SURFACES FOR DAMAGE SUCH AS CHIPS,

CRACKS, HOLES, AND OTHER DEFECTS CAUSING AN APPEARANCE DIFFERENT FROM A NEW FIRST CLASS FINISHED

INSTALLATION.

3.4 EXISTING LOOSE PAINT SHALL BE REMOVED AND SPACKLED OR PLASTER PATCHED.

3.5 DAMAGED EXISTING AREAS TO REMAIN AND EXISTING AREAS AFFECTED BY DEMOLITION OR NEW CONSTRUCTION

WORK SHOWN ON DRAWINGS SHALL BE PATCHED TO MATCH. ADJACENT AREAS IN MATERIALS, FIRE RATING, FINISH

AND COLOR, U.O.N.

3.6 FIRE PROOFING REMOVED FROM COLUMNS AND BEAMS DURING THE COURSE OF CONSTRUCTION SHALL BE

REPLACED W/ THE SAME MATERIAL AND RATING AS THAT WHICH WAS REMOVED.

4.0 PARTITIONS

4.1 WALL DIMENSIONS ARE FINISHED FACE OF WALL TO FINISHED FACE OF WALL U.O.N. CENTERLINE OF WALL TO

ALIGN WITH CENTERLINE OF MULLION/COLUMN, U.O.N.

4.2 THE CONTRACTOR SHALL PROVIDE PARTITIONS AS DESIGNATED ON idGROUP DRAWINGS.

4.3 THE CONTRACTOR SHALL PROVIDE CHALK LINES ON THE SLAB OF PARTITIONS FOR APPROVAL PRIOR TO FRAMING.

idGROUP IS TO BE NOTIFIED OF ANY DEVIATION FROM CONSTRUCTION DIMENSIONS OR CLEARANCES AS

DESIGNATED ON PLAN OR OF APPARENT CONSTRUCTION CONFLICTS.

4.4 WALLS SHOWN ALIGNED WITH BASE BLDG. STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE BLDG.

STRUCTURE, U.O.N.

4.5 THE CONTRACTOR SHALL USE METAL TRIM ACCESSORIES AT EXPOSED CORNERS, EDGES AND ENDS IN PLASTER

AND DRYWALL PARTITIONS.

4.6 PARTITIONS SHALL BE ANCHORED FIRMLY USING MECHANICAL FASTENERS MEETING INDUSTRY STANDARDS,

STATE, AND LOCAL CODES REQUIREMENTS.

4.7 THE CONTRACTOR SHALL SUPPLY RETURN AIR OPNG'S. IN PARTITIONS TO DECK AND ABOVE CLGS. TO MATCH AREA

CALCULATION REQUIREMENTS AS SHOWN ON ENGINEERING DWGS. ALL OPNG'S IN DEMISING AND SOUND

ATTENUATED WALLS TO HAVE SOUND BOOTS. OPNG'S. IN FIRE RATED WALLS SHALL HAVE FIRE OR SMOKE

DAMPERS REQ'D. BY LOCAL BLDG. CODES. CONTRACTOR TO COORDINATE W/ ENGINEERING DWGS. AND INFORM

idGROUP OF DISCREPANCIES PRIOR TO FINAL BID.

4.8 THE CONTRACTOR SHALL PROVIDE SUFFICIENT FRAMING FOR WALL PARTITIONS FOR DUCT WORK. RETURN AIR

OPNG'S. AND GRILL OPNG'S. ABOVE AND BELOW CLGS. THESE ARE TO BE COORDINATED WITH H.V.A.C.

ENGINEERING DWGS. AND THE MECHANICAL CONTRACTOR SHOP DRAWINGS. ALL OPENINGS SHALL BE PROPERLY

SEALED FOR SOUNDPROOFING, VIBRATION, AND FIRE RATING.

4.9 THE CONTRACTOR SHALL PROVIDE ACCESS PANELS REQUIRED FOR MECHANICAL, ELECT. AND PLUMBING

INSTALLATIONS PER LOCAL BLDG. CODES. LOCATIONS SHALL BE COORDINATED WITH idGROUP PRIOR TO FINAL

INSTALLATION.

4.10 THE CONTRACTOR WILL NOT BE ENTITLED TO EXTRAS FOR OPENING PARTITIONS OR CEILINGS BECAUSE OF

COORDINATION FAILURES WITH TELEPHONE INSTALLATION, SECURITY SYSTEMS, OR COMPUTER DATA SYSTEMS.

4.11 CONTRACTOR TO PROVIDE IDGROUP WITH THE SELECTED STUD MANUFACTURER SPAN TABLE.

5.0 CEILINGS

5.1 THE CONTRACTOR SHALL PROVIDE AND INSTALL NEW MINERAL/WOOD ACOUSTIC SUSPENDED CLG. ONLY IN AREAS

DESIGNATED ON idGROUP REFLECTED CEILING PLAN.

5.2 FASCIAS OR BREAKS IN THE CEILING HEIGHTS CREATED BY THE INSTALLATION AND/OR ALTERATION OF H.V.A.C. OR

MECHANICAL DUCTS, PIPING OR OTHER EQUIPMENT SHALL BE FORMED OF GYPSUM WALLBOARD ON FURRING

CHANNELS.

5.3 SUSPENDED CLG. HT. SHALL BE AS SHOWN ON idGROUP DRAWINGS AND DETAILS. ANY DEVIATION FROM HT.

SHOWN WILL BE SUBMITTED TO idGROUP FOR APPROVAL. HEAD ROOM ALONG AN ACCESSIBLE ROUTE SHALL NOT

BE LESS THAN 80 INCHES PER ADA TITLE III.

5.4 PRIOR TO CLOSING UP CEILING PLENUM SYSTEMS (H.V.A.C., PLUMBING AND ELECTRIC) SHALL BE INSPECTED AND

TESTED BY CONTRACTOR'S ENGINEERS AND BY AUTHORITIES HAVING JURISDICTION TO ENSURE THEIR PROPER

INSTALLATION AND FUNCTION.

5.5 JOINTS IN THE TILE FIELD SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER AND WITH THE

RECESSED LIGHTING FIXTURES

5.6 CEILINGS IN CLOSETS SHALL BE OF THE SAME HT. AND CONSTRUCTION AS THAT OF ADJOINING SPACE U.O.N.

5.7 THE CONTRACTOR SHALL PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK FOR

LIGHTING FIXTURES, REGISTERS, DIFFUSERS AND OTHER INSTALLED ITEMS.

5.8 THE CONTRACTOR SHALL REPAIR AND/OR REPLACE EXISTING CEILING TILES WHICH ARE REMOVED TO FACILITATE

PLENUM SYSTEM INSTALLATIONS.

5.9 CEILING GRID (NEW AND EXISTING) IS TO BE REPAIRED AND LEVELED TO PROPER CONSISTENT HEIGHT BEFORE

INSTALLATION OF TILES.

5.10 CEILING TILES TO BE RANDOMLY INSTALLED TO PREVENT BATCHING OF COLORS.

6.0 LIGHTING, ELECTRICAL, TELEPHONE

6.1 THE CONTRACTOR SHALL PROVIDE LIGHTING FIXTURES AND ELECTRICAL WORK AS SHOWN ON DRAWINGS AND

NOTES.

6.2 THE CONTRACTOR SHALL COORDINATE HIS WORK WITH MFR'S RECOMMENDATIONS FOR INSTALLATION.

6.3 THE WORK SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL BOARD OF

FIRE UNDERWRITERS, PUBLIC UTILITIES COMPANY, TELEPHONE COMPANY, AND OTHER AUTHORITIES HAVING

JURISDICTION.

6.4 NEW MATERIALS SHALL CONFORM WITH THE STANDARDS OF UNDERWRITERS NEW MATERIALS SHALL CONFORM

WITH THE STANDARDS OF UNDERWRITERS SUCH A STANDARD HAS BEEN ESTABLISHED.

6.5 PROPOSALS SHALL BE BASED UPON FURNISHING AND INSTALLING NEW LIGHTING FIXTURES AND REMOVING AND

REINSTALLING EXISTING LIGHTING FIXTURES OF TYPES AND MFRS AS SPECIFIED IN idGROUP DOCUMENTS.

6.6 EXISTING RELOCATED AND EXISTING TO REMAIN FLUORESCENT FIXTURES SHALL BE REFURBISHED, CLEANED AND

DIM AND BURNT-OUT LAMPS REPLACED. LAMP COLOR AND WATTAGE TO MATCH EXISTING.

6.7 THE GENERAL AND ELECT. CONTRACTOR SHALL CHECK CEILING HEIGHTS AND CEILING PLENUM CONDITIONS FOR

CLEARANCE OF DUCTWORK, LIGHTING AND OTHER OBSTRUCTIONS TO ASSURE THE FINISHED CEILING HT. SHOWN

ON idGROUP DRAWINGS. DISCREPANCIES WILL BE BROUGHT TO idGROUP'S ATTENTION.

6.8 RECESSED FIXTURES SHALL BE SET FLUSH INTO CEILINGS.

6.9 THE ELECTRICAL CONTRACTOR SHALL COORDINATE ELECTRICAL OR LIGHTING INSTALLATION INTO CABINETWORK

WITH CABINET CONTRACTOR.

6.10 THE ELECTRICAL CONTRACTOR SHALL COORDINATE TELEPHONE/DATA REQUIREMENTS WITH THE TENANT

SUPPLIED TELEPHONE/DATA CONTRACTOR.

6.11 THE ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY LIGHTING AND ELECTRICAL SERVICE FOR TRADES.

6.12 ELECTRICAL, TELEPHONE RECEPTACLES AND LIGHT FIXTURES SHALL BE LOCATED AS DIMENSIONED ON idGROUP

PLANS.

6.13 NEW OUTLETS ON COLUMNS WILL BE CENTERED ON FACE SHOWN, U.O.N.

6.14 PROVIDE TELEPHONE OUTLETS (WHERE SHOWN ON "ELECTRICAL/TELEPHONE PLAN") AND CONDUIT RUNS TO

CEILING.

6.15 ELECT., DATA AND TELEPHONE WIRING AND CONDUIT SHALL BE CONCEALED IN PARTITIONS AND/OR CLG.

6.16 EXISTING OUTLETS ARE NOT BEING USED, EXISTING SERVICE SHALL BE REMOVED TO THE NEXT REMAINING BOX OR

THE MAIN PANEL, U.O.N.

6.17 CONVENIENCE RECEPTACLES SHALL BE BUILDING STANDARD DUPLEX TYPE, RATED 15 AMP, 125 V., GROUNDED

TYPE, U.O.N.

6.18 THE ELECTRICAL CONTRACTOR SHALL PROVIDE POWER WIRING.

7.0 H.V.A.C.

7.1 THE CONTRACTOR SHALL PROVIDE H.V.A.C. ENGINEERING, AND WORK FOR DESIGN BUILD PROJECTS.

7.2 THE H.V.A.C. CONTRACTOR SHALL INSPECT SYSTEMS FOR PROPER OPERATIONS AT COMPLETION OF THE JOB.

7.3 INSTALLATION SHALL BE COORDINATED WITH TRADES TO MINIMIZE CONFLICTS. CEILING DIFFUSERS TO BE

RELOCATED TO MAINTAIN NEW FIXTURE PATTERNS.

7.4 THE H.V.A.C. ENGINEER WILL PROVIDE NECESSARY ENGINEERING DRAWINGS TO REWORK EXISTING EQUIPMENT

AND DETERMINE NEW EQUIPMENT TO MEET THE ABOVE REQUIREMENTS.

7.5 BUILDING MECH. SERVICE SHUT DOWNS REQUIRED FOR THIS WORK SHALL BE SUBMITTED IN WRITING BY THE

H.V.A.C. CONTRACTOR A MINIMUM OF 72 HOURS IN ADVANCE OF THE SHUT DOWN. THE H.V.A.C. CONTRACTOR

SHALL OBTAIN APPROVAL FROM AUTHORITIES HAVING JURISDICTION PRIOR TO SHUT DOWN. SHUT DOWN

AFFECTING THE NORMAL H.V.A.C. SERVICE OF OTHER BUILDING OCCUPANTS SHALL BE DONE AFTER HOURS.

7.6 BALANCING OF HVAC SYSTEM SHALL BE DONE BY A QUALIFIED ENGINEER. SUBMIT WRITTEN REPORT TO BUILDING

MANAGEMENT UPON COMPLETION.

7.7 DUCT WORK SHALL BE INSULATED FOR THERMAL AND ACOUSTIC CONSIDERATIONS. REF. NOTE 4.7 FOR

ADDITIONAL INFORMATION.

8.0 PLUMBING

8.1 THE CONTRACTOR SHALL SUPPLY PLUMBING ROUGH-INS, FIXTURES AND ACCESSORIES SHOWN ON

CONSTRUCTION PLANS AND DETAIL DRAWINGS.

8.2 THE CONTRACTOR SHALL SUBMIT CUT SHEETS OF NEW FIXTURES, FITTINGS AND ACCESSORIES TO idGROUP FOR

REVIEW. REF: NOTE 1.17.

8.3 THE PLUMBING CONTRACTOR SHALL COORDINATE HIS WORK WITH MFR. RECOMMENDATIONS FOR INSTALLATION

AND WITH OTHER TRADES.

8.4 EXISTING PLUMBING BEING ABANDONED SHALL BE CAPPED BEHIND EXISTING FINISHED SURFACES. EXISTING

SURFACES SHALL BE PATCHED TO MATCH EXISTING SURROUNDING SURFACES IN MATERIAL AND FINISH. THE

CONTRACTOR SHALL ALSO INCLUDE IN THE ESTIMATE A PRICE FOR CEILING REMOVAL AND REINSTALLATION FOR

PLUMBING WORK

8.5 FURNISH VALVES FOR THE PROPER CONTROL OF FIXTURES. LINE OR PIECE OF APPARATUS SO THAT IT MAY BE

SHUT OFF FOR REPAIR W/O INTERFERENCE OR INTERRUPTION OF THE SERVICE TO THE REST OF THE BLDG.

8.6 BEFORE BEING COVERED UP OR BUILT-IN, PIPING SHALL BE TESTED PER THE AUTHORITIES HAVING JURISDICTION.

8.7 INSULATE EXPOSED HOT WATER LINES AND DRAIN PIPES WHERE ACCESSIBLE PROVISIONS HAVE BEEN MADE.

9.0 CABINET WORK

9.1 CABINET FINISHES SHALL BE AS NOTED ON DRAWINGS.

9.2 "INSTALLED" CABINETS SHALL BE SCRIBED TO WALL OR CEILING. CABINET CONTRACTOR TO CHECK JOB PROGRESS

AND COORDINATE WITH OTHER TRADES INVOLVED.

9.3 THE CABINET CONTRACTOR SHALL PROVIDE RUBBER BUMPERS ON WOOD DOORS.

9.4 FINISHED WORK SHALL, BE ASSEMBLED AND FINISHED IN THE SHOP AND DELIVERED TO THE BUILDING READY TO

PLACE.

9.5 WORK SHALL BE FABRICATED, ASSEMBLED, FINISHED AND ERECTED TO MEET CURRENT AWI STANDARDS OF

"CUSTOM GRADE" SPECIFICATIONS, U.O.N.

9.6 CONTRACTOR TO SUBMIT SHOP DRAWINGS AND SAMPLES TO idGROUP FOR APPROVAL. MILLWORK SHOP

DRAWINGS ARE TO CALL OUT MATERIALS AND FINISHES. JOINTS, CORNERS, AND EDGES ARE TO BE DETAILED

INDIVIDUALLY. DIMENSIONS, CRITICAL OR OTHERWISE, ARE TO BE CALLED OUT ON THE SHOP DRAWINGS idGROUP

WILL NOT REVIEW DRAWINGS WHICH ARE INCOMPLETE AND SHOW MINIMAL DETAILING. REF: NOTE 1.17.

9.7 MILLWORK,SPECIFIED PRODUCTS, AND SPECIAL ASSEMBLIES ARE SUBJECT TO SUBMITTAL AND SHOP DWG,

PREPARATION AND REVIEW. SHOP DWGS. AND SUBMITTALS SHALL NOT BE WAIVED UNLESS WRITTEN PERMISSION

TO DO SO IS GIVEN BY idGROUP.

10.0 DOORS, BUCKS, HARDWARE

10.1 THE CONTRACTOR SHALL PROVIDE BUCK ASSEMBLIES AND DOORS PER MFR. OR AS SHOWN ON idGROUP

DRAWINGS, U.O.N.

10.2 LOCK SETS SHALL BE "KEYED" IN ACCORDANCE WITH THE BUILDING REQUIREMENTS. "KEYS" ARE TO BE DELIVERED

TO TENANT PROPERLY TESTED. THE NUMBER OF MASTER AND PASS KEYS SHALL BE COORDINATED WITH BUILDING

MANAGEMENT.

11.0 PAINTING AND WALLCOVERING

11.1 AREAS ARE TO BE PAINTED IN ACCORDANCE WITH FINISH PLANS, U.O.N.

11.2 WALLS SHALL INCLUDE SURFACES FROM FLOOR TO CEILING INCLUDING PILASTERS, FASCIAS, JAMBS, REVEALS,

RETURNS, AND VERTICAL SURFACES NOT INCLUDED IN CLG.

11.3 WALLS AND CEILINGS SHALL BE PROPERLY PREPARED, SPACKLED, SANDED, ETC. TO PROVIDE A SMOOTH FINISH

AND SURFACE READY FOR PRIMER AND PAINT.

11.4 WOOD SHELVING AND PAINTED DOORS SHALL RECEIVE PRIMING, SANDING AND TWO FULL COATS OF SEMI-GLOSS

ENAMEL, FREE OF BRUSH MARKS.

11.5 THE CONTRACTOR SHALL, REMOVE SWITCH PLATES, OUTLET PLATES, SURFACE HWDR, ETC, PRIOR TO PAINTING,

REPLACING SAME WHEN PAINTING HAS BEEN COMPLETED. REMOVE PAINT FROM WHERE IT HAS SPILLED,

SPLASHED OR SPLATTERED ON SURFACES. INCLUDING, BUT NOT LIMITED TO LIGHT FIXTURES, DIFFUSERS,

REGISTERS, ETC.

11.6 THE CONTRACTOR SHALL INSTALL WALLCOVERINGS PER MFR. INSTALLATION SPECIFICATIONS. WALLCOVERINGS

SHALL BE SMOOTH, WITH NO WRINKLES, BUBBLES OR LOOSE EDGES. PASTE AND BRUSH MARKS SHALL BE

THOROUGHLY REMOVED. WALLCOVERING ADJOINING WOOD OR METAL TRIM SHALL BE CUT STRAIGHT AND

SQUARE.

11.7 IRREGULARITIES IN EXISTING PARTITIONS SHALL BE CORRECTED TO ENSURE A PERFECTLY EVEN SURFACE.

11.8 THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH LOCAL V.O.C. REGULATIONS FOR MATERIALS

USED IN CONSTRUCTION.

11.9 ALL FINISH PRODUCT OVERAGE SHALL BE COORDINATED WITH TENANT'S GENERAL MANAGER FOR POSSIBLE

STORAGE.

12.0 FLOORING

12.1 THE CONTRACTOR SHALL PREPARE SUBFLOOR TO PROVIDE A CONTINUOUS SMOOTH FLOOR SURFACE. LEVEL

CHANGE NOT TO EXCEED 1/4" IN 10'-0", NONCUMULATIVE.

12.2 WORKMANSHIP SHALL BE OF THE BEST QUALITY. WHEN WORK IS COMPLETE IT SHALL BE FREE FROM BUCKLES,

BUBBLES, OPEN JOINTS OR OTHER IMPERFECTIONS. SEAMS SHALL BE KEPT IN ACCURATE ALIGNMENT ALONG

BOTH COORDINATES. TILE HAVING CHIPPED OR ROUNDED CORNERS WILL BE REJECTED.

12.3 TILE SHALL BE LAID IN SQUARE PATTERN PARALLEL TO WALLS, U.O.N. THE TILE SHALL BE SECURELY CEMENTED

AND SHALL BE LAID WITH TIGHT JOINTS. THE ADHESIVE USED FOR CEMENTING TILE SHALL COMPLY WITH LOCAL,

STATE, AND FEDERAL REGULATORY GUIDELINES.

12.4 SPACES BEING SURFACED SHALL BE CLOSED TO TRAFFIC AND OTHER WORK DURING THE LAYING OF FLOORING.

STONE, WOOD, AND RESILIENT FLOORS SHALL BE COVERED AFTER INSTALLATION FOR PROTECTION.

12.5 UPON COMPLETION, WORK SHALL BE CLEANED BY THE CONTRACTOR, REMOVING ADHESIVE, STAINS, AND DEBRIS.

12.6 CONTRACTOR TO COORDINATE ALL FLOORING CONTRS. INVOLVED TO ASSURE FLUSH INSTALLATION OF ALL

VARYING FLOOR MATERIALS USED. ALL TRANSITION METHODS TO BE CENTERED ON DOOR.

12.7 THRESHOLDS MUST BE BEVELED AND MUST NOT EXCEED 1/2" IN HEIGHT.

13.0 CHANGES IN THE WORK

13.1 THE TENANT WITHOUT INVALIDATING THE CONTRACT, MAY ORDER EXTRA WORK OR MAKE CHANGES BY ALTERING,

ADDING TO OR DEDUCTING FROM THE WORK, THE CONTRACT SUM BEING ADJUSTED ACCORDINGLY. SUCH WORK

SHALL BE EXECUTED UNDER THE CONDITIONS OF THE ORIGINAL CONTRACT EXCEPT THAT ANY CLAIM FOR

EXTENSIONS OF TIME CAUSED THEREBY SHALL BE ADJUSTED AT THE TIME OF ORDERING SUCH CHANGE.

REVISIONS: DATE:NO.


DRAWING NUMBER:

DRAWING TITLE:

2641 IRVING BLVD.

DALLAS, TEXAS 75207

TEL: 214-638-6800


BID ISSUE DATE:


PERMIT ISSUE DATE:




464-022

TB/TP

LML/RHS

08/25/201709/26/2017

09/26/2017

09/26/2017

XX/XX/2017


ARCHITECT

SEAL

PROJECT NO.:

DRAWN BY:

CHECKED BY:

Architect

2641 IRVING BLVD.

DALLAS, TEXAS 75207

Thomas Alden Edson

214-638-6800

STA

TE OF FLORIDA

RE


EC

T

THOM

AS A L DEN EDSON

AR0010101

X

GENERAL NOTES

G0.1

TENANT SUITELOCATION

REVISIONS: DATE:NO.


DRAWING NUMBER:

DRAWING TITLE:

2641 IRVING BLVD.

DALLAS, TEXAS 75207

TEL: 214-638-6800


BID ISSUE DATE:


PERMIT ISSUE DATE:




464-022

TB/TP

LML/RHS

08/25/201709/26/2017

09/26/2017

09/26/2017

XX/XX/2017


ARCHITECT

SEAL

PROJECT NO.:

DRAWN BY:

CHECKED BY:

Architect

2641 IRVING BLVD.

DALLAS, TEXAS 75207

Thomas Alden Edson

214-638-6800

STA

TE OF FLORIDA

RE


EC

T

THOM

AS A L DEN EDSON

AR0010101

01 EXISTING SITE PLAN (PROVIDED BY OTHERS)SCALE: N.T.S.

X

EXISTING SITE PLAN(PROVIDED BY OTHERS) &

ACCESSIBILITY

G1.0

FOR

RE

FER

EN

CE

ON

LYP

RO

VID

ED

BY

OTH

ER

S

LEGENDCOMMON PATH OF TRAVEL

EXIT SEPARATION

LONGEST DIAGONAL

WALL MOUNTED FIRE EXTINGUISHER

TRUE NORTH

NO

RTH

NO

RTH

LOW HI

20' C

LEA

R F

LOO

R S

PA

CE

20' C

LEA

R F

LOO

R S

PA

CE

25' C

LEA

R F

LOO

R S

PA

CE

25' C

LEA

R F

LOO

R S

PA

CE

K

E

1ST FLOOR EGRESSCONSTRUCTION TYPE II-A

NUMBER OF STORIES 1

SPRINKLERED BLDG YES

SMOKE VENTS (WAREHOUSE) YES

OCCUPANCY GROUP(S)B- BUSINESS &WAREHOUSE (S-1)

GROSS SQUARE FOOTAGE APPROX. 9,133 SF

NUMBER OF EXITS 3 REQUIRED / 7 PROVIDED

MAX TRAVEL DISTANCE W/ SPRINKLERSBUSINESS (B) = 300'-0" MAX REQUIREDSTORAGE (S-1) = 400'-0" MAX REQUIRED

90'-9" PROVIDED136'-3" PROVIDED

MAX DEAD END LENGTH 50'-0" MAX

EXIT SEPARATIONLONGEST DIAGONAL 143'-2"

REQUIRED EXIT SEPARATION(1/3 THE LONGEST DIAGONAL) 47'-7" MIN.

ACTUAL EXIT SEPARATIONBUSINESS: 49'-6"

WAREHOUSE: 127'-7"

EXIT EXIT

EXIT EXITEXIT

EXIT

EXIT

BUSINESS AREA

CONTRACTOR SERVICE

1,780 SF/100 - 18 OCCUPANTS

OFFICEBUSINESS AREA78 SF/100 - 1 OCCUPANT

OFFICEBUSINESS AREA107 SF/100 - 2 OCCUPANTS

RESTROOMSACCESSORY SPACE83 SF TOTAL - N/A

UTILITY CLOSETACCESSORY SPACE15 SF - N/A

WAREHOUSE/S-1WAREHOUSE7,353 SF/500 - 15 OCCUPANTS

LONGEST DIAGONAL143'-2"

CORRIDORBUSINESS AREA105 SF/100 - 2 OCCUPANTS

UTILITY CLOSETACCESSORY SPACE93 SF - N/A

REVISIONS: DATE:NO.


DRAWING NUMBER:

DRAWING TITLE:

2641 IRVING BLVD.

DALLAS, TEXAS 75207

TEL: 214-638-6800


BID ISSUE DATE:


PERMIT ISSUE DATE:




464-022

TB/TP

LML/RHS

08/25/201709/26/2017

09/26/2017

09/26/2017

XX/XX/2017


ARCHITECT

SEAL

PROJECT NO.:

DRAWN BY:

CHECKED BY:

Architect

2641 IRVING BLVD.

DALLAS, TEXAS 75207

Thomas Alden Edson

214-638-6800

STA

TE OF FLORIDA

RE


EC

T

THOM

AS A L DEN EDSON

AR0010101

01 EGRESS PLAN WITH OCCUPANT LOAD CALCULATIONSSCALE: 1/8" = 1'-0"

X

EGRESS PLAN WITHOCCUPANT LOADCALCULATIONS

G2.0

TRUE NORTH

NO

RTH

NO

RTH

E

E

E

LOW

HI

E

E

TRUE NORTH

NO

RTH

NO

RTH

E

E

E

LOW

HI

E

E

EXISTING DOOR AND FRAME TO BE REMOVED.

EXISTING SWITCH TO BE REMOVED.S D

EXISTING TELEPHONE/DATA TO BE REMOVED.

EXISTING ELECTRICAL OUTLET TO BE REMOVED.

D

D

D EXISTING CORE TO BE REMOVED.

EXISTING CONSTRUCTION TO BE REMOVED.

EXISTING CONSTRUCTION TO REMAIN.

EXISTING DOOR AND FRAME TO REMAIN.

DEMOLITION LEGEND

SYMBOL DESCRIPTION

DEMOLITION NOTES:• REFERENCE SHEET G0.0 AND G0.1 FOR APPLICABLE GENERAL NOTES AND

SPECIFICATIONS.

• BULLETED NOTES ARE GENERAL CONDITIONS REQUIRED FOR THE PLAN.NUMBERED NOTATIONS REFERENCE SPECIFIC LOCATIONS ON THE DRAWINGS.

• EXISTING CONDITION INFORMATION HAS BEEN BASED ON AS-BUILT DRAWINGS.CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO PRICINGAND CONSTRUCTION. COORDINATE ANY DISCREPANCIES WITH DALTILE.

• ANY WORK THAT HAS THE POTENTIAL TO DISRUPT NORMAL BUSINESS ACTIVITYMUST BE PERFORMED OUTSIDE NORMAL BUSINESS HOURS.

• REMOVE ALL DEBRIS AND EQUIPMENT FROM SITE IN AREAS OF NEWCONSTRUCTION DAILY.

• PATCH AND REPAIR WALLS AND FLOOR WHERE DEMOLITION, DAMAGE ORINCOMPLETE WORK HAS OCCURRED. PREPARE FOR NEW SCHEDULED FINISH.COORDINATE EXTENTS WITH CONSTRUCTION PLAN.

• CONTRACTOR TO DEMOLISH COMPLETELY ALL WALLS, ETC., AS SHOWN BYDASHED LINES, U.O.N.

• COORDINATE EXTENT OF DEMOLITION WITH CONSTRUCTION PLAN.

• EXISTING OFFICE SIGNAGE ON DOORS AND WALLS TO BE REMOVED. ENSURE ALLADHESIVE IS REMOVED AND REPAIR. PREP SURFACE FOR TOUCH-UP.

• ALL EXISTING LIGHT FIXTURES THROUGHOUT TO BE REMOVED, U.O.N.COORDINATE DISPOSAL WITH BUILDING MANAGEMENT. COORDINATE EXTENT OFDEMOLITION WITH REFLECTED CEILING PLAN.

• CONTRACTOR TO WRAP EXISTING EXTERIOR WINDOW BLINDS WITH PLASTICDURING DEMOLITION AND CONSTRUCTION TO PROTECT FROM DIRT, DUST, ANDDAMAGE.

• WHERE WINDOW TREATMENTS HAVE BEEN REMOVED, PATCH AND REPAIRWINDOW FRAMES AS NEEDED.

• WHERE WALLS AT MULLIONS HAVE BEEN REMOVED, PATCH AND REPAIR MULLIONAND SILL AS NEEDED TO INDUSTRY STANDARD LEVEL OF REFURBISHMENT.

• OUTLETS ON WALLS TO BE DEMOLISHED MUST BE REMOVED, INCLUDINGSERVICE, BACK TO THEIR RESPECTIVE PANELS SO THAT CIRCUITS CAN BEREUSED. PATCH WALL AND PREPARE FOR NEW FINISH. REMOVE ALL BLANKPLATES IN AREAS OF CONSTRUCTION INCLUDING REMOVAL OF SERVICE BACK TOTHEIR RESPECTIVE PANELS.

• WITHIN AREA OF WORK, REMOVE ALL EXISTING OUTLETS THAT ARE LOCATEDABOVE 24" A.F.F., U.O.N.

• REMOVE ALL EXISTING CABLING. IF EXISTING VOICE/DATA OUTLET TO REMAIN,LEAVE ENOUGH CABLING TO CREATE A RING AND STRING. WALL JUNCTION BOXTO REMAIN.

• REMOVE ALL BLANK PLATES IN AREAS OF CONSTRUCTION INCLUDING REMOVALOF SERVICE BACK TO THEIR RESPECTIVE PANELS.

• COORDINATE EXTENT OF DEMOLITION WITH REFLECTED CEILING PLAN.

• CONTRACTOR TO REMOVE ALL EXISTING LIGHT FIXTURES THROUGHOUT, U.O.N.COORDINATE DISPOSAL WITH BUILDING MANAGEMENT.

• REMOVE ALL EXISTING DRYWALL CEILING THROUGHOUT AND PREP FOR NEWSCHEDULED CEILING, U.O.N.

• REMOVE ALL EXISTING FINISHES THROUGHOUT, U.O.N. COORDINATE EXTENT OFNEW FINISHES WITH SHEET A2.5.

• CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONSTRUCTION MANAGER OFANY CONCEALED OR UNKNOWN CONDITIONS.

• PATCH AND REPAIR ALL DAMAGED SURFACES. ALL EXISTING DRYWALL ORPLASTER THAT IS TO REMAIN AND TO RECEIVE NEW SCHEDULED PAINT OR WALLCOVERING SHALL HAVE ALL DEFECTS, (CRACKS, PAINT CHIPPING, HOLES, ETC.)FILLED, PLASTERED OR SPACKLED, SANDED SMOOTH AND CLEANED PRIOR TOTHE SCHEDULED FINISH.

• ABANDONED PIPES SHALL BE CAPPED IN MANNER TO CONCEAL WITHIN WALL,CEILING, OR FLOOR.

• DEMOLITION MEANS AND METHODS ARE CONTRACTORS RESPONSIBILITY.

• CONTRACTOR TO VERIFY WITH PROJECT MANAGER IF EXISTING EXTERIOR DOORS,DOCK AND OVERHEAD DOORS NEED TO BE REPLACED PRIOR TO BIDDING.

• SAWCUT SLAB AS REQUIRED FOR NEW PLUMBING, ELECTRICAL, OR DATA.

• COORDINATE DEMOLITION WITH ENGINEERING DRAWINGS.

• CONTRACTOR TO REMOVE ANY ITEMS REMAINING FROM PREVIOUS TENANT THATARE NOT INTENDED FOR RE-USE. COORDINATE WITH PROJECT MANAGER.

KEYNOTES

1

EXISTING DOOR TO REMAIN. GC TO VERIFY THAT EXISTING DOOR, FRAMEAND HARDWARE ARE OPERATING AS INTENDED AND MEET THEREQUIREMENTS OUTLINED ON SHEET A7.0 FOR EXTERIOR DOORS.PROJECT MANAGER TO BE NOTIFIED OF ANY REQUIRING REPLACEMENTOR MAINTENANCE. PROTECT AS NECESSARY THROUGHOUT ALL PHASESOF CONSTRUCTION.

2

EXISTING OVERHEAD DOOR AND BUMPERS TO REMAIN. GC TO CONTACTMINERS (BRIAN FULTON; TEL: 262-409-5603) TO SURVEY ALL EXISTINGDOCK EQUIPMENT - DOCK LEVELERS, DOCK BUMPERS AND OVERHEADDOORS ARE FUNCTIONING AS INTENDED.

3REMOVE ANY EXISTING FLOOR FINISH, WALL FINISH AND ADHESIVES. PREPFOR NEW SCHEDULED FINISH. PATCH/ FLOAT TO FILL ANY HOLES ORDIVOTS.

4REMOVE EXISTING MILLWORK. PATCH AND REPAIR WALLS SCHEDULED TOREMAIN FOR NEW SCHEDULED FINISH.

5REMOVE EXISTING DOOR AND FRAME. COORDINATE DISPOSAL WITHBUILDING. SALVAGE (1) DOOR FOR RELOCATION IN NEW CONSTRUCTION.COORDINATE WITH CONSTRUCTION PLAN.

6REMOVE EXISTING RESTROOMS FIXTURES AND ACCESSORIES, CAP ALLPLUMBING LINES. PATCH AND REPAIR WALLS TO REMAIN FOR NEWSCHEDULED FINISH.

7 REMOVE EXISTING WALL-MOUNTED RESTROOM SIGNAGE.

8 REMOVE EXISTING DRINKING FOUNTAINS. SALVAGE FOR RELOCATION.COORDINATE FINAL LOCATION WITH CONSTRUCTION PLAN.

9 REMOVE EXISTING INTERIOR WINDOW. COORDINATE DISPOSAL WITHBUILDING.

10 REMOVE EXISTING WALL MOUNTED MARKERBOARD. COORDINATEDISPOSAL WITH BUILDING.

11REMOVE EXISTING ELECTRICAL PANELS AND ASSOCIATED COMPONENTS.SALVAGE FOR RE-USE IN NEW CONSTRUCTION. COORDINATE WITHENGINEERING DRAWINGS.

12REMOVE EXISTING SUSPENDED SIGNAGE. COORDINATE DISPOSAL WITHBUILDING.

13EXISTING CEILING GRID AND TILE TO BE REMOVED WITHIN ROOM/AREA.PATCH AND REPAIR ALL SURFACES SCHEDULED TO REMAIN, PREP FORNEW SCHEDULED CEILING. COORDINATE WITH SHEET A2.3.

14EXISTING CEILING TILE TO BE REMOVED WITHIN ROOM/AREA. PREP FORNEW SCHEDULED CEILING TILE. COORDINATE WITH SHEET A2.3.

15REMOVE ALL EXISTING EQUIPMENT INCLUDING TELEPHONE, MECHANICAL,ELECTRICAL AND PLUMBING. REFERENCE ENGINEERING DRAWINGS FORCOMPLETE SCOPE. COORDINATE DISPOSAL WITH BUILDING MANAGEMENT.

16 REMOVE EXISTING DOOR AND FRAME. COORDINATE NEW DOOR WITHCONSTRUCTION PLAN.

17REMOVE EXISTING UTILITY SINK. PLUMBING LINES TO REMAIN FOR NEWSCHEDULED FLOOR SINK. COORDINATE WITH CONSTRUCTION PLAN ANDPLUMBING DRAWINGS.

18EXISTING FLOOR CORE TO BE REMOVED, INCLUDING SERVICE BACK TO ITSRESPECTIVE PANEL. PATCH FLOOR AS NEEDED, PREP FOR NEW FINISH.

X

E

E

E

LOW

HI

E

E

D

D

D

D

D

D

D

D

D

1 1

1

1

1

1

1 1

11 1

1

1

2 2 2 2

3

3

4

4

6

6

6

4

4

4

5

4 4

4

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

7

7

8

9

9

9

9

9

9

10

9

11

11

121313

13

13

13

13

13

13

13

13

13

13

13

13

13

14 14

14

15

15

15

15

15

15

15

15

15

15

15

15

15

15

15

16

3 3

3

3

3

3

3

3

33

3

3

3

3

3

3

3

3

D

D

5

5

17

18

18

D D D

DD

DD

D

D

D

D

D

D

D

D D D

D

D

D

DD

D

D

D

D

D

D

D D

D

D

D

D DD

D

D D D DD

D

DD D

D

D D

DD

D

D

D

D D D

D

D

D D

DD

D

REVISIONS: DATE:NO.


DRAWING NUMBER:

DRAWING TITLE:

2641 IRVING BLVD.

DALLAS, TEXAS 75207

TEL: 214-638-6800


BID ISSUE DATE:


PERMIT ISSUE DATE:




464-022

TB/TP

LML/RHS

08/25/201709/26/2017

09/26/2017

09/26/2017

XX/XX/2017


ARCHITECT

SEAL

PROJECT NO.:

DRAWN BY:

CHECKED BY:

Architect

2641 IRVING BLVD.

DALLAS, TEXAS 75207

Thomas Alden Edson

214-638-6800

STA

TE OF FLORIDA

RE


EC

T

THOM

AS A L DEN EDSON

AR0010101

01 DEMOLITION PLANSCALE: 1/8" = 1'-0"

X

DEMOLITION PLAN

D1.0

TRUE NORTH

NO

RTH

NO

RTH

R

LOW HI

EXISTINGCONCRETE RAMP

CONTRACTORSERVICE AREA201

WAREHOUSE209

OFFICE207

OFFICE206

WOMEN203

MEN202

JAN.CLOSET204

20' C

LEA

R F

LOO

R S

PA

CE

20' C

LEA

R F

LOO

R S

PA

CE

25' C

LEA

R F

LOO

R S

PA

CE

25' C

LEA

R F

LOO

R S

PA

CE

HALLWAY205

FIRE RISERROOM208

A3.0

K

E

COMMS/ITCLOSET210

NEW INTERIOR PARTIAL HEIGHT WALL

EXISTING INTERIOR / EXTERIOR FULL HEIGHT WALL TO REMAIN.

FIRE EXTINGUISHER

DOOR ID- REFERENCEDOOR SCHEDULE A7.0

WALL TYPE- REFERENCESHEET A7.0

DESCRIPTION

WALL LEGEND

CONSTRUCTION LEGEND

SYMBOL

WATERLINEFE

XXX

REFERENCE SHEET A7.0 FOR DETAILS.

NEW INTERIOR FURRING AT EXTERIOR WALLS

CONSTRUCTION NOTES:• REFERENCE SHEET G0.0 AND G0.1 FOR APPLICABLE GENERAL NOTES AND

SPECIFICATIONS.


• EXISTING CONDITION INFORMATION HAS BEEN BASED ON AS-BUILT DRAWINGS.CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO PRICINGAND CONSTRUCTION. COORDINATE ANY DISCREPANCIES WITH DALTILE.


• WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS ON THECONSTRUCTION DOCUMENTS.

• THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS,LOCATIONS AND CHARACTERISTICS OF ALL WORK AND EQUIPMENT ANDCOORDINATE WITH THE MANUFACTURER OR SUPPLIER PRIOR TO THE START OFRELATED WORK.

• ALL DIMENSIONS TO EXISTING SURFACES ARE TO FACE OF EXISTING FINISH U.O.N.

• PATCH AND REPAIR WALLS WHERE DEMOLITION, DAMAGE OR INCOMPLETE WORKHAS OCCURRED. PREP PARTITION FOR NEW SCHEDULED FINISHES ANDTEXTURES.

• WALL ANGLES ARE PARALLEL, PERPENDICULAR OR IN 45 DEGREE INCREMENTS TOBUILDING PERIMETER WALL, U.O.N.

• VERIFY AVAILABILITY OF MATERIALS TO BE USED FROM BUILDING STOCK WITHBUILDING MANAGER PRIOR TO PURCHASING MATERIALS.

• CONSTRUCTION MATERIAL SPECIFICATIONS TO BE ASBESTOS FREE.

• PROVIDE DOUBLE METAL STUDS AND BRACING TO UNDERSIDE OF STRUCTURE ATALL DOOR FRAMES.

• LOCATE DOOR OPENING 4" AWAY FROM ADJACENT CORNER, U.O.N. ALL DOORSTO OPEN TO A MINIMUM OF 90 DEGREES. MAINTAIN 1'-6" CLEAR ON PULL SIDE OFDOOR AND 1'-0" ON PUSH SIDE OF DOOR.

• DOORS NOT NOTED ARE EXISTING TO REMAIN. TOUCH UP ALL DOORS AND DOORFRAMES TO INDUSTRY STANDARD LEVEL OF REFURBISHMENT.

• REFERENCE WALL SECTIONS AND FINISH ALL EXISTING EXTERIOR WALLSACCORDINGLY. EXTERIOR WALLS OF WAREHOUSE TO REMAIN EXPOSEDCONCRETE, U.N.O.

• PROVIDE FIRE RETARDANT TREATED BLOCKING AS REQUIRED BY CODE WITHINWALL, TO SUPPORT MILLWORK, MARKER BOARDS, TACKABLE SURFACES, ANDWALL HUNG EQUIPMENT.

• ALL MILLWORK DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO THECOMMENCEMENT OF WORK.

• PROVIDE WATER RESISTANT GYPSUM BOARD AT PLUMBING LOCATIONS.

• NEW PARTITIONS AND GYPSUM BOARD CEILINGS SHALL BE TAPED, FILLED,SANDED SMOOTH AND PREPARED FOR SCHEDULED FINISHES.

• EXISTING WINDOW COVERINGS TO REMAIN. MODIFY AS NECESSARY WHEREAFFECTED BY NEW WALL CONSTRUCTION. NOTIFY idGROUP OF ANYDISCREPANCIES.

• ENSURE BLIND CONTROLS ARE AT OPERABLE LOCATION WITHIN ROOM. IF NOTDUE TO NEW WALL CONFIGURATION, REVISE OPERATING LOCATION OR REPLACEAS REQUIRED. MATCH EXISTING.

• ALL NEW PARTITIONS TO BE WALL TYPE 3X, UNLESS OTHERWISE NOTED.

• VERIFY ALL EXISTING SUITE DOOR HARDWARE IS EGRESS ONLY NO THUMB TURNHARDWARE. REPLACE LOCK SETS AS REQUIRED. COORDINATE ELECTRONICSTRIKE AND/OR MAGNETIC LOCK REQUIREMENTS ON SHEET A2.2.

• ALL NOTES AND MATERIAL INDICATIONS ARE TYPICAL AND TO SIMILARCONDITIONS, U.O.N.

• CONTRACTOR SHALL NOT ALLOW DEBRIS/TRASH TO ACCUMULATE ON SITE.

• HANDRAILS AND GUARDRAILS SHALL BE CAPABLE OF WITHSTANDING A 250LBFORCE AT ANY POINT, IN ANY DIRECTION.

• GENERAL CONTRACTOR TO ENSURE ALL SIDEWALKS, ACCESSIBLE PATHS, ANDDRIVE LANES ARE CLEAR AT ALL TIMES.

• SECURITY KEYPAD PROVIDED AND INSTALLED BY PROTECTION ONE CONTACT:DEBRA INAHARA 214.277.0128

• REFERENCE SHEET A2.2 FOR EQUIPMENT, APPLIANCE AND FIXTURE SCHEDULE.

• ALL WALLS SEPARATING WAREHOUSE AND BUILT OUT PORTION OF SPACE TOBE MODIFIED TO RECEIVE THERMAL BARRIER TO DECK ABOVE.

KEYNOTES

1

PROVIDE & INSTALL 8'-0" W X 4'-0" H X 3/4" FIRE TREATED PLYWOOD FORTELEPHONE EQUIPMENT, REFER TO ELECTRICAL. PAINT TO MATCHADJACENT WALLS. ALL CONDUIT FOR VOICE/DATA TO HAVE PULL WIRES.REFERENCE ELEVATION 02/A2.2 FOR LAYOUT.

2PERIMETER OF OFFICE AREA TO HAVE 1X4 WOODEN BASE TO PROTECTWALLS. (ON WAREHOUSE SIDE OF PARTITIONS.) PAINT TO MATCH WALLS.

3PROVIDE AND INSTALL 4 X 4 RUNNER BOLTED TO THE FLOOR 4 INCHESFROM FACE OF WALL FOR FORKLIFT PROTECTION. RUNNER TO RUNLENGTH OF RACKS.

4EXISTING OVERHEAD DOOR(S) TO REMAIN. CONTACT MINERS (BRIANFULTON; TEL: 262-409-5603) TO ENSURE DOORS ARE OPERATING ASINTENDED.

5

PROVIDE AND INSTALL BLACKOUT FILM TO BE INSTALLED AT STOREFRONTWINDOWS AND DOORS. SPEC: 3M BLACKOUT FILM. ENSURESPECIFICATION IS APPROVED BY LANDLORD PRIOR TO INSTALLATION.UPON INSTALLATION OF BLACKOUT FILM, PROVIDE AND INSTALL PLYWOODTO CONCEAL STOREFRONT WINDOWS FROM INTERIOR. ENSURE FLUSHINSTALLATION. DO NOT ENCOMPASS DOORS IN PLYWOOD APPLICATION.

6PROVIDE AND INSTALL WALL-MOUNTED FIRE EXTINGUISHER. MOUNT AT 48"AFF TO OPERABLE HANDLE PER ACCESSIBILITY REQUIREMENTS.

7PROVIDE AND INSTALL FIAT PROJECTS MOLDED STONE MOP SERVICEBASIN. SIZE: 24"X24"X10" OPTIONS TO BE ORDERED: SERVICE FAUCET(830-AA); MOP HANGER (889-CC); VINYL BUMPER GUARD (E-77-AA).

8NEW WALL TO ALIGN WITH EXISTING CORNERS AS SHOWN ON PLAN.ENSURE DRYWALL IS INSTALLED IN FLUSH CONDITION.

9PROVIDE AND INSTALL NEW EDGE OF DOCK LEVELER - KELLEY#KM-7320MINER EQUIPMENT CO. CONTACT: BRIAN FULTON 262-409-5603.

10 NEW WALL TO MATCH CONSTRUCTION OF ADJACENT WALL. ENSURE WALLIS FULL-HEIGHT TO DECK ABOVE.

11PROVIDE AND INSTALL NEW STOREFRONT DOOR TO MATCH ORIGINALWITH REVERSED SWING. REFERENCE DOOR SCHEDULE, SHEET A7.0 FORMORE INFORMATION.

X

4 4 4 4

23

3

2

1

6

ALI

GN

7

10

ALIGN8

1FE

5 5

6 FE

6FE

ACCESSIBILITY NOTES:• PROJECT SHALL COMPLY WITH LATEST EDITION OF THE ADA STANDARDS AND ALL

LOCAL CODES AND ORDINANCES.

• WIDTH AND HEIGHT OF ALL REQUIRED EXIT DOORWAYS TO COMPLY WITH ADAAND ALL LOCAL CODES AND ORDINANCES.

• ALL REQUIRED EXIT DOORWAYS SHALL HAVE A MINIMUM OF 32" CLEAR OPENINGAT 90 DEGREE TO THE CLOSED POSITION.

• MAXIMUM HEIGHT OF THRESHOLD TO BE 1/2" MAXIMUM. VERTICAL CHANGE ATEDGE IS 1/4" WITH A MAXIMUM BEVEL OF 1:2 SLOPE.

• GC TO PROVIDE ACCESSIBILITY SIGNAGE FOR MEN'S AND WOMEN'S RESTROOMS.

• MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS OFOPERATIONAL PRESSURE FOR INTERIOR AND EXTERIOR DOORS.

• NO ABRUPT CHANGES IN ELEVATION ALONG PATH OF TRAVEL SHALL BEALLOWED.

• SLOPES SHALL NOT TO EXCEED 1:20 UNLESS A RAMP IS PROVIDED.

• RAMPS SHALL NOT EXCEED 1:12 SLOPE.

9 9

11

3 3 3

332

33

ALIGN

10

1

12"MIN.

5'-0"

REVISIONS: DATE:NO.


DRAWING NUMBER:

DRAWING TITLE:

2641 IRVING BLVD.

DALLAS, TEXAS 75207

TEL: 214-638-6800


BID ISSUE DATE:


PERMIT ISSUE DATE:




464-022

TB/TP

LML/RHS

08/25/201709/26/2017

09/26/2017

09/26/2017

XX/XX/2017


ARCHITECT

SEAL

PROJECT NO.:

DRAWN BY:

CHECKED BY:

Architect

2641 IRVING BLVD.

DALLAS, TEXAS 75207

Thomas Alden Edson

214-638-6800

STA

TE OF FLORIDA

RE


EC

T

THOM

AS A L DEN EDSON

AR0010101

01 CONSTRUCTION PLANSCALE: 1/8" = 1'-0"

CONSTRUCTION PLAN

A2.0

X

PALLET RACK RAILS

PALLET RACK COLUMNS

12" STABLIZER BRACKETS ATDOUBLE ROW OPEN FLUE

PALLET RACK RAILS

PALLET RACK COLUMNS

3"96"

3"

3"30

"3"

3"30

"3"

36"

12"

36"

84"

COMMODITIES DESCRIPTION:· AMERICAN OLEAN/MARAZZI SERVICE CENTER IS A WHOLESALE SELLER OF CERAMC,

PORCELAIN, AND NATURAL STONE TILE (NON-COMBUSTIBLE/NON-FLAMMABLE) ANDINSTALLATION PRODUCTS (NON-COMBUSTIBLE/NON FLAMMABLE). CERAMIC,PORCELAIN, AND NATURAL STONE TILE CONSTITUTES 85% OF THE STOREDCOMMODITIES. THESE COMMODITIES ARE PACKAGED IN ORDINARY CORRUGATEDCARTONS WITH, OR WITHOUT SINGLE THICKNESS DIVIDERS, PLACED ON WOODENPALLETS AND STORED ON THE FLOOR AND IN OPEN METAL RACKS (OPEN METALRACKS ARE 32 OR 42" INCHES DEEP, WITH 8 AND 9 FOOT BAY WIDTHS WITH NONSOLID SHELVING. RACKING TO BE SINGLE RACKS ON WAREHOUSE PERIMETERWALLS AND DOUBLE RACKS SPACED 12 INCHES OR 18 INCHES APART (FLUE) ATWAREHOUSE INTERIOR; RACKS HAVE 15 FOOT UPRIGHTS AND TOP OF MATERIALSTORED (MAXIMUM STORAGE HEIGHT) WILL BE 17 FEET MAXIMUM. THESEMATERIALS ARE CLASSIFIED AS CLASS II COMMODITIES PER THE GOVERNING FIRECODE HIGH PILED COMBUSTIBLE STORAGE. AISLE WIDTHS ARE SHOWN ON THEPLAN.

· THE REMAINING 15% OF THE COMMODITIES ARE INSTALLATION PRODUCTS:GROUTS, MASTICS, SEALERS, CEMENT BOARD, AND DRY BAGGED GOODS ALL OFWHICH ARE NON-COMBUSTIBLE/NON-FLAMMABLE. THESE PRODUCTS AREPACKAGED IN 10-50 POUND BAGS AND ORDINARY CORRUGATED CARTON/BOXES,PINT, QUART, 1/2 GALLON, AND 5-GALLON PLASTIC CONTAINERS. THE PLASTICCONTAINERS REPRESENT NO MORE THAT 10% BY WEIGHT OR VOLUME OF THESEMATERIALS AS PERMITTED BY THE FIRE CODE, GROUP A PLASTICS. THESEMATERIALS ARE PLACED ON WOODEN PALLETS OR IN THE OPEN METAL RACKS.

· THE REMAINING MATERIALS ARE A COMPOUND MIXTURE OF VARIOUS ELEMENTS OFWHICH A SMALL PERCENTAGE IS A MATERIAL THAT IS IDENTIFIED BY THEGOVERNING FIRE CODE AS A HAZARDOUS MATERIAL. HOWEVER, THESE PRODUCTSDO NOT EXCEED THE MAXIMUM ALLOWABLE QUANTITIES PER CONTROL AREA ASSPECIFIED IN THE CURRENT GOVERNING FIRE CODE. ALL STORED MATERIALSSHALL BE NON-ENCAPSULATED.

· ALL FIXTURES AND FURNITURE TO BE PROVIDED BY TENANT VENDORS ANDINSTALLED BY CONTRACTOR. REFERENCE RESPONSIBILITY SCHEDULE ON COVERSHEET FOR FURTHER INFORMATION.

FIXTURE PLAN GENERAL:

COMMODITIES DESCRIPTION:TYPES OF RACKS: SELECTIVE RACK

SHELVING RACKS: OPEN

SINGLE RACKS YES - 36" DEEP, 12'-0" MIN. AISLE

DOUBLE RACKSYES - 84" AGG. DEPTH12'-0" MIN. AISLE1'-0" TYPICAL FLU BETWEEN RACKS

IDLE PALLETS MATERIAL: NONE

MULTIPLE ROW RACKSSPACE BETWEEN RACKS

NONEN/A

MAX. HEIGHT OF RACKS: 15'-0"

DEPTH OF RACKS: 3'-0"

HIGHEST STORAGE ON RACKS: 17'-0"

CLEAR HEIGHT FROM FLOOR TO DECK: 20'-4"

ENCAPSULATION: CLASS II (NON-ENCAPSULATED)

PLASTICS (GROUP A-B-C): GROUP A (< 10%)

TIRES: NONE

ROLLED PAPER: NONE

TRUE NORTH

NO

RTH

NO

RTH

R

LOW HI

COFFEE BAR

C

FA

(L

EF

T)

E

A (L

EF

T)

GD

AA (RIGHT)



WAREHOUSE209

OFFICE207

OFFICE206

WOMEN203

MEN202

JAN.CLOSET204

HALLWAY205

FIRE RISERROOM208

A3.0

COMMS/ITCLOSET210

TYPICALSEE 03/A2.1

TYPICALSEE 02/A2.1

84"

36" 12" 36"

7" 3'-0"

12'-1"12'-4"12'-4"12'-1"

12'-1"

7'-8

"

9'-4

"

15'-4

"

4'-4

"

A8.0

D

A

F

G

A

CE (ADA) AA

20'-0

"

CLE

AR

FLO

OR

SP

AC

E

20'-0

"

CLE

AR

FLO

OR

SP

AC

E

25'-4

"

CLE

AR

FLO

OR

SP

AC

E

25'-4

"

CLE

AR

FLO

OR

SP

AC

E

SIN

GLE

RO

W P

ALL

ET

RA

CK

ING

- 32

" DE

EP

(TY

PE

C)

DO

UB

LE R

OW

PA

LLE

T R

AC

KIN

G -

76" D

EE

P (

TYP

E A

)

DO

UB

LE R

OW

PA

LLE

T R

AC

KIN

G -

76" D

EE

P (

TYP

E A

)

DO

UB

LE R

OW

PA

LLE

T R

AC

KIN

G -

76" D

EE

P (

TYP

E A

)

SIN

GLE

RO

W P

ALL

ET

RA

CK

ING

- 32

" DE

EP

(TY

PE

C)

SIN

GLE

RO

W P

ALL

ET

RA

CK

ING

- 32

" DE

EP

(TY

PE

C)

01/A8.0

9'-4

"

ALIGN

ALIGN

PALLET RACK RAILS

PALLET RACK COLUMNS

4' X 4' TIMBER BOLTED TOFLOOR FOR FORKLIFTPROTECTION (TYP.) ONSHEETROCK WALLS

EXISTING WAREHOUSE WALL - CONCRETE

3"30

"3"

8"36

"

99"

4"

3" 30" 3"12" 3" 30"

44"

44"

44"

44"

4"

180"

3" 96"

44"

44"

44"

44"

4"

180"

3"

TYPE ASECTION BACK TO BACK

ELEVATION

GENERAL NOTES:5 HIGH PALLET BIN LOADING - 8'-0"CROSS BEAMS, 36" DEEP - ALLUPRIGHTS ARE 15'-0"FLUE WIDTH AT BACK TO BACKRACKING IS 12 INCHES - TOP OFPRODUCT AT 17'-0" MAX

30" 3"

44"

44"

44"

44"

4"

180"

36"

TYPE BSECTION - SINGLE

36" x 96" PALLET RACKS3" x 3" PALLET RACK COLUMNS

CONCRETE WALL

4" x 4" TIMBER BOLTED TOFLOOR FOR FORKLIFTPROTECTION (TYP.) ON WALLS

3"8"20

4" M

AX

30" 3"

44"

44"

44"

44"

4"

180"

36"

36" x 96" PALLET RACKS3" x 3" PALLET RACK COLUMNS

SHEETROCK WALL3"8"

4"

TYPE CSECTION - SINGLE

REVISIONS: DATE:NO.


DRAWING NUMBER:

DRAWING TITLE:

2641 IRVING BLVD.

DALLAS, TEXAS 75207

TEL: 214-638-6800


BID ISSUE DATE:


PERMIT ISSUE DATE:




464-022

TB/TP

LML/RHS

08/25/201709/26/2017

09/26/2017

09/26/2017

XX/XX/2017


ARCHITECT

SEAL

PROJECT NO.:

DRAWN BY:

CHECKED BY:

Architect

2641 IRVING BLVD.

DALLAS, TEXAS 75207

Thomas Alden Edson

214-638-6800

STA

TE OF FLORIDA

RE


EC

T

THOM

AS A L DEN EDSON

AR0010101

01 OFFICE/WAREHOUSE FIXTURE PLANSCALE: 1/8" = 1'-0"

OFFICE/WAREHOUSE FIXTURE PLAN

A2.1

X

02 PALLET RACK PLAN VIEWSCALE: 1/2" = 1'-0" DOUBLE ROW AT CENTER OF WAREHOUSE 03 PALLET RACK PLAN VIEW

SCALE: 1/2" = 1'-0" SINGLE ROW AT WAREHOUSE WALLS 04 PALLET RACKSSCALE: 1/4" = 1'-0"

NOTES:1. OUTLET DEVICE FINISHES TO BE WHITE, U.O.N.2. OUTLET COVER PLATE FINISHES TO BE WHITE, U.O.N.3. OUTLETS TO BE MOUNTED AT 1'-6" A.F.F. TO

CENTERLINE OF OUTLET, U.O.N.

ELECTRICAL & DATA COMM. LEGENDSYMBOL DESCRIPTION

WALL-MOUNTED DUPLEX ELECTRICAL OUTLET, 125 VOLT, 15 AMP

WALL MOUNTED DEDICATED DUPLEX ELECTRICAL CIRCUIT

WALL-MOUNTED FOURPLEX ELECTRICAL OUTLET, 125 VOLT, 15 AMP

WALL-MOUNTED DEDICATED FOURPLEX ELECTRICAL OUTLET, 125 VOLT, 15 AMP

WALL-MOUNTED DATA OUTLET

WALL-MOUNTED VOICE OUTLET

WALL-MOUNTED VOICE / DATA OUTLET

'E' INDICATES EXISTING TO REMAIN

INDICATES MOUNTING HEIGHT

INDICATES GROUND FAULT INTERRUPTER

ANNOTATION TYPES

SUBSCRIPT INDICATES NUMBER OF PORTS4

4"4"

4"

OUTLETSPACINGAT OFFICELOCATIONS.TYP. U.N.O.

E

+54

GFI

RECESSED DUPLEX

'D' INDICATES EXISTING TO BE REMOVEDD

PA HORN - ALGO 8186 SIP HORN SPEAKER SYSTEM

WAPWIFI ACCESS POINT. EQUIPMENT MOUNTED ABOVECEILING. LOW VOLTAGE WIRING TO IT ROOM.

APPLIANCE AND EQUIPMENT SCHEDULENO. DESCRIPTION W D H REMARKS

COFFEE BREWER N.I.C.

TO BE COORDINATED BY TENANT. PROVIDE ELECTRICAL OUTLET ABOVE COUNTER. NO WATERLINE REQUIRED.

PRINTER TO BE COORDINATED BY TENANT. PROVIDE ELECTRICAL OUTLET.

NOTE: ALL ITEMS NOTED WITH (N.I.C.) SHALL BE PROVIDED BY TENANT, U.O.N.

1

2

TRUE NORTH

NO

RTH

NO

RTH

R

LOW HI



WAREHOUSE209

OFFICE207

OFFICE206

WOMEN203

MEN202

JAN.CLOSET204

HALLWAY205

FIRE RISERROOM208

A3.0

K

E

COMMS/ITCLOSET210

TELEPHONE/ELECTRICAL NOTES:• REFERENCE SHEET G0.0 AND G0.1 FOR APPLICABLE GENERAL NOTES AND

SPECIFICATIONS.


• REVIEW ENGINEERING DOCUMENTS IN CONJUNCTION WITH ARCHITECTURALPLANS AND COORDINATE WORK TO INCLUDE REQUIREMENTS OF BOTHDISCIPLINES.


• WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS ON THECONSTRUCTION DOCUMENTS.

• THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS,LOCATIONS AND CHARACTERISTICS OF ALL WORK AND EQUIPMENT ANDCOORDINATE WITH THE MANUFACTURER OR SUPPLIER PRIOR TO THE START OFRELATED WORK.

• ALL DIMENSIONS ARE TO FACE OF FINISH, U.O.N.

• EXISTING CONDITION INFORMATION HAS BEEN BASED ON AS-BUILT DRAWINGS.CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO PRICING ANDCONSTRUCTION. COORDINATE ANY DISCREPANCIES WITH DALTILE.

• ALL APPLICABLE CODES AND REGULATIONS SHALL BE COMPLIED WITH.

• ALL ELECTRICAL OUTLETS PLACED WITHIN 6'- 0" OF A WATER SUPPLY SHALL BEG.F.I.

• ANY NEW OUTLETS SHOWN OR AS NOTED AS ABOVE COUNTER TO BE MOUNTED42" A.F.F. TO CENTER OF OUTLET, U.O.N.

• ALL ELECTRICAL NOT SHOWN IS TO REMAIN, U.O.N.

• WITHIN AREA OF WORK, REMOVE ALL EXISTING OUTLETS THAT ARE LOCATEDABOVE 24" A.F.F., U.O.N.

• NEW DATA CABLING LINES MUST BE PROPERLY SECURED AND NOT RESTING ONCEILING GRID.

• FIRE ALARM PULL/STRINGS AND LIFE SAFETY SYSTEMS SHALL CONFORM TOLOCAL, MUNICIPAL AND FIRE PREVENTION CODES.

• PROVIDE ELECTRICAL SERVICE FOR HOT WATER SOURCE. REFERENCEENGINEERING DRAWINGS FOR EXACT LOCATION.

• VERIFY ALL FLOOR PENETRATIONS WITH DALTILE PRIOR TO INSTALLATION. ALLLOCATIONS TO BE IDENTIFIED AND APPROVED BY TENANT AND idGROUP PRIOR TOINSTALLATION. ALL PENETRATIONS TO BE SEALED PER APPLICABLE CODE.

• ALL ELECTRICAL OUTLETS AND VOICE DATA OUTLETS TO BE OFFSET WITHINWALLS AND NOT TO BE INSTALLED BACK TO BACK. REFERENCE SPACINGDRAWING PROVIDED IN ANNOTATION TYPE BELOW.

• REPLACE NON-WHITE SWITCH DEVICES, SWITCH COVER PLATES AND OUTLETSTHAT ARE EXISTING TO REMAIN WITH WHITE DEVICES AND WHITE COVER PLATES.

• EXISTING OUTLETS WITHIN 1'-0" OF A NEW OUTLET OF THE SAME TYPES ASINDICATED ON PLAN ARE TO REMAIN IN LIEU OF THE NEW OUTLET.

• VERIFY ALL EXISTING OUTLETS FUNCTION AS INTENDED. REPAIR AS REQUIRED.

• GENERAL CONTRACTOR IS RESPONSIBLE TO IMMEDIATELY OPEN ALL APPLIANCESWHEN DELIVERED AND CHECK FOR DAMAGE. DAMAGES ARE TO BE NOTED ONBILL OF LADING AT TIME OF DELIVERY. NOTIFY DALTILE OF ANY DAMAGE ORDISCREPANCIES.

• PROVIDE A GREENFIELD FLEXIBLE CONDUIT AT VOICE/DATA ALONG PERIMETER OFSPACE, AS NEEDED.

• ELECTRICAL CONTRACTOR TO COORDINATE RECEPTACLE MOUNTING HEIGHT,CONFIGURATION OF EQUIPMENT LOCATIONS AND REQUIREMENTS OF EQUIPMENTWITH ARCHITECTURAL MILLWORK DRAWING PRIOR TO ROUGH-IN ELECTRICALDEVICES.

• ALL PVC CHASES ARE TO HAVE CAPS AND BE STUBBED UP 4" A.F.F. MAXIMUM. ALLCHASES TO HAVE 90" SWEEPS.

• GENERAL CONTRACTOR SHALL LOCATE ALL EXISTING POST-TENSIONINGSTRANDS IN EITHER DIRECTION PRIOR TO INSTALL OF ANCHORS. IT IS IMPERATIVETHAT NO STRANDS BE DAMAGED BY THE USE OF ANCHORS. PENETRATION OFANCHORS INTO SLAB SHALL NOT EXCEED 1 1/2".

• ALL 125 VOLT, 20 AMP OUTDOOR RECEPTACLES SHALL BE LISTED WEATHERRESISTANT TYPE, AND SHALL HAVE GFCI PROTECTION FOR PERSONNEL AND AWEATHER PROOF COVER.

• MC CABLE IS ALLOWED FOR GENERAL POWER AND LIGHTING CIRCUITS ONLY. ALLEQUIPMENT AND HVAC, ETC. CIRCUITS ARE TO BE INSTALLED IN CONDUIT.

KEYNOTES

1PROVIDE POWER FOR TENANT SUPPLIED AND INSTALLED PAGER SYSTEM.SYSTEM TO BE ALGO #8186 SIP HORN SPEAKER SYSTEM. PAGER TO BEMOUNTED AT +144" AFF.

2

WIRELESS ACCESS POINT UNIT TO BE CENTRALLY LOCATED ABOVECEILING, COORDINATE EXACT LOCATION IN FIELD. UNIT HAS A CAT-5EPLENUM CABLE HOMERUN FROM THE WAP TO THE PHONE BOARD. GC TOUTILIZE CONDUIT AS REQUIRED BY CODE.

3POWER AND DATA FROM WALL OUTLETS TO SUPPLEMENT CUSTOMERSERVICE DESK NEEDS. OUTLINE OF CUSTOMER SERVICE COUNTERSHOWN DASHED.

4 CONTRACTOR TO INSTALL 8" GROUND ROD AT PHONE BOARD WITH #6WIRE.

5GENERAL CONTRACTOR TO PROVIDE AND INSTALL NEW DUPLEXRECEPTACLE IN WALL AT COFFEE BAR AT 40" AFF FOR COUNTERTOPCOFFEE MACHINE.

6 ELECTRICAL WITHIN ROOM/AREA TO REMAIN AS-IS. RUN NEW DATA CABLESTO EXISTING LOCATIONS.

7RELOCATE EXISTING ELECTRICAL PANEL. COORDINATE EXTENTS WITHENGINEERING DRAWINGS.

8EXISTING SECURITY SYSTEM TO REMAIN. GENERAL CONTRACTOR TOENSURE FUNCTIONS AS INTENDED. COORDINATE MODIFICATIONS/UPGRADES WITH PROTECTION ONE.

X

ELECTRICAL PANEL - REFERENCE ENGINEERING DRAWINGS

EE

E

E

E

E

EE

E

EEEE

E E

E

E

E

2

1

E

6

+40

"

5

2WAP

1

3

6'-2

"

4

02/A

2.2

7

6 6

6

8

E E

EXISTING SECURITY ASSEMBLY TO REMAIN.K

96" - VERIFY W/ LOCATION & EQUIPMENT

48"

36"

18"

18"

2" CONDUIT FORVOICE/DATA STATIONCABLES (SLEEVE ENDS 10"ABOVE CEILING LEVEL)

2" CONDUIT FROM POINT OFENTRY INTO BUILDING TO IT ROOMTELEPHONE BOARD WITH PULLSTRING

DATA PATCH CONTROL

INCOMING PHONE LINE 66BLOCK PHONE STATIONBLOCKS

96" X 48" X 3/4" PLYWOODMOUNTING BOARD WITH FIRERETARDANT PAINT PER LOCALCODE.

DEDICATED ISOLATED QUADELEC. OUTLET

FLOOR LINE

PHONE SYSTEM EQUIPMENT

PHONE SYSTEM BLOCKS

PAGING AMP

MUSIC - ON - HOLD

INSTALL 8" GROUND ROD WITH #6WIRE TO GROUNDING BAR TOTELEPHONE BOARD

REVISIONS: DATE:NO.


DRAWING NUMBER:

DRAWING TITLE:

2641 IRVING BLVD.

DALLAS, TEXAS 75207

TEL: 214-638-6800


BID ISSUE DATE:


PERMIT ISSUE DATE:




464-022

TB/TP

LML/RHS

08/25/201709/26/2017

09/26/2017

09/26/2017

XX/XX/2017


ARCHITECT

SEAL

PROJECT NO.:

DRAWN BY:

CHECKED BY:

Architect

2641 IRVING BLVD.

DALLAS, TEXAS 75207

Thomas Alden Edson

214-638-6800

STA

TE OF FLORIDA

RE


EC

T

THOM

AS A L DEN EDSON

AR0010101

01 TELEPHONE & ELECTRICAL PLANSCALE: 1/8" = 1'-0"

TELEPHONE & ELECTRICAL PLAN

A2.2

X

02 TELEPHONE BOARD ELEVATIONSCALE: 1/2" = 1'-0"

TRUE NORTH

NO

RTH

NO

RTH

R


A3.0

TRUE NORTH

NO

RTH

NO

RTH

R


A3.0

REFLECTED CEILING NOTES:• REFERENCE SHEET G0.0 AND G0.1 FOR APPLICABLE GENERAL NOTES AND

SPECIFICATIONS.


• REVIEW ENGINEERING DOCUMENTS IN CONJUNCTION WITH ARCHITECTURALPLANS AND COORDINATE WORK TO INCLUDE REQUIREMENTS OF BOTHDISCIPLINES.

• CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO PRICING ANDCONSTRUCTION AND NOTIFYDALTILE OF DISCREPANCIES.

• NOTIFY DALTILE OF LIGHTING CHANGES OR DISCREPANCIES IN LIGHTINGLOCATIONS AND SPECIFICATIONS. PROVIDE AS-BUILT WRITTEN INFORMATION ORDRAWING WITH CHANGES.

• FIRE PROTECTION CONTRACTOR TO VERIFY REQUIREMENTS AND QUANTITY OFFIRE PROTECTION DEVICES, INCLUDING SMOKE DETECTORS, FIRE ALARMS,SPEAKERS, STROBES, ETC. INCLUDE COSTS TO TIE SUCH DEVICES INTO BUILDINGPANEL. LIFE SAFETY INSTALLATIONS TO MEET ACCESSIBILITY REQUIREMENTS.

• 24-HOUR LIGHT FIXTURES MUST BE ON EMERGENCY CIRCUITS.


• SWITCHES INDICATE LOCATION ONLY. REFERENCE ENGINEERING DRAWINGS TOVERIFY QUANTITY OF LIGHT FIXTURES PER CIRCUIT AND QUANTITY OF SWITCHESREQUIRED. ALL NEW SWITCHES TO BE MOUNTED 48" A.F.F. TO CENTERLINE OFSWITCH.

• PROVIDE NEW BUILDING STANDARD THERMOSTATS AS REQUIRED. IN ROOMS WITHTHERMOSTATS, PLACE SWITCHES AND THERMOSTATS 6" APART AND ADJACENTTO DOOR.

• HORNS AND STROBES TO BE LOCATED IN ROOMS DIRECTLY ABOVE SWITCHES, INENCLOSED ROOMS WHERE REQUIRED. ALL STROBES AND EMERGENCY BACK UPUNITS NOT TO INTERFERE WITH ART WALLS OR ACCENT WALLS IN CORRIDORS.COORDINATE FINAL LOCATIONS OF STROBES WITH DALTILE.

• FIRE HORNS AND STROBES WHEN POSSIBLE SHOULD BE WHITE IF ALLOWABLE BYCODE.

• THE CONTRACTOR WILL RETAIN A PROFESSIONAL HVAC COMPANY ASSUBCONTRACTORS FOR THE HVAC WORK. THE SUBCONTRACTOR WILL EXECUTETHE A/C DUCTS AND OUTLETS IN ORDER TO ENSURE EVEN AND COMFORTABLETEMPERATURES OVER THE ENTIRE LEASE PREMISES. THE MECHANICALDRAWINGS SHOULD BE PRESENTED TO THE OWNER FOR APPROVAL. UPONCOMPLETION OF THE WORK, AND PRIOR TO HANDING OVER, THE SPACE WILL BEAIR BALANCED. SUBCONTRACTOR TO PROVIDE THE OWNER WITH (2) SETS OFAS-BUILT MECHANICAL DRAWINGS WITH A ONE YEAR WARRANTY ON ALL LABORAND MATERIALS USED AND AN AIR BALANCING REPORT.

• SPRINKLER HEADS ARE TO BE CENTERED IN CEILING TILES AND NOT ON GRIDLINES.

• CENTER CEILING GRID IN ROOM WHENEVER CEILING GRID IS INDEPENDENT INROOM.

• GANG ALL SWITCHES IN EACH ROOM/OFFICE.

• REFERENCE ENGINEERING DRAWINGS FOR EXACT LOCATIONS AND QUANTITY OFEXIT SIGNAGE.

• PROVIDE OCCUPANCY SENSORS AT ALL ENCLOSED ROOMS WITH MORE THANONE LIGHT FIXTURE, PER CURRENT ENERGY CODE AND ANY OF ITS AMENDMENTS.

• OCCUPANCY SENSORS SHOULD NOT BE LOCATED IN HALLWAYS.

• SWITCH DEVICES AND SWITCH COVER PLATES TO BE WHITE DEVICES AND WHITECOVERPLATES.

• ALL EXISTING LIGHT FIXTURES THROUGHOUT TO BE REMOVED, U.O.N.COORDINATE DISPOSAL WITH BUILDING MANAGEMENT.

• ALL FIXTURES TO BE TENANT PROVIDED AND CONTRACTOR INSTALLED.

• PROPOSED LIGHTING LAYOUT. COORDINATE FINAL LAYOUT WITH EXISTINGSYKLIGHTS AND SPRINKLERS. MODIFY ACCORDINGLY TO MAINTAIN LIGHTINGLEVELS. PROJECT MANAGER TO BE NOTIFIED OF ADJUSTMENTS REQUIRINGSIGNIFICANT MODIFICATIONS TO THE LAYOUT SHOWN.

KEYNOTES

1

PROVIDE 3-WAY SWITCHING FOR CONTRACT SERVICE AREA LIGHTS. ALLLIGHTS WITHIN AREA TO BE SWITCHED TOGETHER, GANG ALL SWITCHES.PROVIDE AND INSTALL ONE MULTIPLE SWITCH PLATE COVER FOR ALLSWITCHES. REFERENCE ENGINEERING DRAWINGS.

2 EXISTING EXPOSED CEILING TO REMAIN.

3 UPDATE SWITCHING TO ENSURE EACH ROOM/AREA IS SWITCHEDINDEPENDENTLY.

4PROVIDE AND INSTALL (4) NEW EXHAUST FANS IN WAREHOUSE.REFERENCE MECHANICAL DRAWINGS FOR FURTHER INFORMATION.

5 EXISTING CEILING AND LIGHTING WITHIN ROOM TO REMAIN.

6 NEW/ RELOCATED FIXTURE TO BE CENTERED WITH ROOM/ AREA.

X

21'-1" AFFDECK

20'-4" AFFDECK

21'-6" AFFDECK

21'-2" AFFDECK

8'-11" AFF

8'-11" AFF

8'-11" AFF

8'-7" AFF8'-0" AFF

9'-10" AFF

B

B

B

10'-10"B

B

B

19'-3"B

B

B

B

B

19'-4"B

B

B

B

B

24'-1

0"24

'-10"

24'-1

0"

19'-3"

VARIES

NOTE:1. COORDINATE LOCATION OF SPRINKLER HEADS WITH LIGHTS AND MECHANICAL GRILLES.

CEILING HEIGHT ABOVE FINISH FLOOR - U.O.N.

LIGHTING AND CEILING LEGEND

A INDICATES FIXTURE TYPEREFERENCE LIGHTING SCHEDULE2.

SYMBOL DESCRIPTION

LIGHT SWITCH (MOUNT @ 48" A.F.F. U.O.N.) COLOR TO BE WHITE, U.O.N.

LUTRON DIVA DIMMER LIGHT SWITCH (MOUNT @ 48" A.F.F. U.O.N.) COLOR TO BEWHITE, U.O.N. LOWER CASE LETTER INDICATES CIRCUIT.

3-WAY SWITCH (MOUNT @ 48" A.F.F. U.O.N.) COLOR TO BE WHITE, U.O.N. LOWERCASE LETTER INDICATES CIRCUIT

SS

3D

SYMBOL DESCRIPTION

2' X 4' CEILING TILEMFR: ARMSTRONG ORTEGA "SECOND LOOK" 24" X 48" WHITE TILES IN EXISTING GRIDOFFICES AND HALLWAY: @ 8'-11" A.F.F.

NEW T-5 HIGHBAY LIGHT FIXTUREMFR: PHILIPS - FBD 454H0 - UNV - 1/4EB - 14" X 48"LAMPS: 467 134-24T5LED/48-3500 IF 10/1MOUNT AS CLOSE TO DECK AS POSSIBLE.

B

EXISTING 2X4 LIGHT FIXTURE TO REMAIN.

'R' DESIGNATES FIXTURE TO BE RELOCATED.

20'-4" - 21'-6" TO DECKEXISTING DECK HEIGHT A.F.F.

V.I.F. TO B.O. JOISTEXISTING JOIST HEIGHT A.F.F.

21'-2" AFF

S

31

2

2

35

3 3SS

S

10'-0"

24'-1

0"E

Q.

EQ

.

4'-1

"

6'-1

1"

201

209

207

206

203

202

204

205

208

S3 1

4

EE E

EEE

E E E

E

EE

E E

E E E

E

E

R

OPEN TO DECK ABOVE.

6

R E210

REVISIONS: DATE:NO.


DRAWING NUMBER:

DRAWING TITLE:

2641 IRVING BLVD.

DALLAS, TEXAS 75207

TEL: 214-638-6800


BID ISSUE DATE:


PERMIT ISSUE DATE:




464-022

TB/TP

LML/RHS

08/25/201709/26/2017

09/26/2017

09/26/2017

XX/XX/2017


ARCHITECT

SEAL

PROJECT NO.:

DRAWN BY:

CHECKED BY:

Architect

2641 IRVING BLVD.

DALLAS, TEXAS 75207

Thomas Alden Edson

214-638-6800

STA

TE OF FLORIDA

RE


EC

T

THOM

AS A L DEN EDSON

AR0010101

01 REFLECTED CEILING PLANSCALE: 1/8" = 1'-0"

REFLECTEDCEILING PLAN

A2.3

X

TRUE NORTH

NO

RTH

NO

RTH

R

LOW HI



WAREHOUSE209

OFFICE207

OFFICE206

WOMEN203

MEN202

JAN.CLOSET204

20' C

LEA

R F

LOO

R S

PA

CE

20' C

LEA

R F

LOO

R S

PA

CE

25' C

LEA

R F

LOO

R S

PA

CE

25' C

LEA

R F

LOO

R S

PA

CE

HALLWAY205

FIRE RISERROOM208

A3.0

K

E

COMMS/ITCLOSET210

FINISH LEGEND

SYMBOL DESCRIPTION

FINISH SPECIFICATION - REFERENCE SCHEDULE

FLOOR FINISH TRANSITION

DIRECTION OF FLOOR PATTERN

EXISTING TO REMAIN

FL-X

FL-X

EXTG

FLOOR FINISH SCHEDULEMATERIAL MFR. MFR. NO. COLOR COMMENTS FURNISHED BY: INSTALLED BY:

FL-1EXPOSED

CONCRETEGC GC

FL-2CARPET

BROADLOOMMOHAWK REFERENCE SHEET A4.0 COORDINATE WITH PM FOR DETAILS TENANT GC

FL-3 CERAMIC TILEAMERICAN

OLEANREFERENCE SHEET A4.0 COORDINATE WITH PM FOR DETAILS TENANT GC

FL-4 VCTCOORDINATEWITH PM FORDETAILS

REFERENCE SHEET A4.0 COORDINATE WITH PM FOR DETAILS TENANT GC

FL-#

BASE SCHEDULEMATERIAL MFR. MFR. NO. COLOR COMMENTS FURNISHED BY: INSTALLED BY:

B-1 VINYL BASE MOHAWK REFERENCE SHEET A4.0 COORDINATE WITH PM FOR DETAILS TENANT GC

B-2 CERAMIC BASEAMERICAN

OLEANREFERENCE SHEET A4.0

1. SCHLUTER JOLLY AT TOP OF BASE2. COORDINATE WITH PM FOR DETAILS

TENANT GC

B-#

PAINT SCHEDULEMATERIAL MFR. MFR. NO. COLOR REMARKS (GC TO PROVIDE ALL PRODUCTS)

PT-1LATEX

PROMAR 200ZERO VOC

BENJAMINMOORE

2121-70 CHANTILLY LACE GENERAL WALL PAINT, EGGSHELL FINISH

PT-2LATEX

PROMAR 200ZERO VOC

BENJAMINMOORE TBD TBD ACCENT WALL PAINT, TBD BY PROJECT MANAGER

PT-#

TRUE NORTH

NO

RTH

NO

RTH

R

LOW HI



WAREHOUSE209

OFFICE207

OFFICE206

WOMEN203

MEN202

JAN.CLOSET204

20' C

LEA

R F

LOO

R S

PA

CE

20' C

LEA

R F

LOO

R S

PA

CE

25' C

LEA

R F

LOO

R S

PA

CE

25' C

LEA

R F

LOO

R S

PA

CE

HALLWAY205

FIRE RISERROOM208

A3.0

K

E

COMMS/ITCLOSET210

FINISH NOTES:• REFERENCE SHEET G0.0 AND G0.1 FOR APPLICABLE GENERAL NOTES AND

SPECIFICATIONS.


• CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO PRICING ANDCONSTRUCTION AND NOTIFYDALTILE OF DISCREPANCIES.

• CONSTRUCTION TYPES/ TECHNIQUES TO MATCH EXISTING CONSTRUCTION.

• GENERAL CONTRACTOR TO PREP FLOORS AS NEEDED FOR NEW FINISHES.PROVIDE ALLOWANCE FOR FLOOR LEVELING AS REQUIRED.

• ALL CARPET TRANSITIONS SHALL OCCUR AT CENTERLINE OF DOORS, U.O.N.

• FLOOR FINISH TRANSITION TO BE IN PARALLEL, PERPENDICULAR, OR 45 DEGREEINCREMENTS TO BUILDING PERIMETER, U.O.N.

• GENERAL CONTRACTOR TO SUBMIT ALL FINISH SELECTIONS TO DALTILE FORSIGNED APPROVAL BEFORE APPLYING ANY FINISHES.

• TILE FLOORING TO EXTEND FULLY INTO MILLWORK AT ACCESSIBLE SINK ANDTRASH RECEPTACLE LOCATIONS.

• ENSURE THAT ALL FLOORING GROUT AT CERAMIC TILE IS SEALED TO AVOIDSTAINING PER MANUFACTURER'S RECOMMENDATIONS.

• FLOAT FLOOR AT CARPET/ TILE TRANSITION AS REQUIRED FOR BOTH SURFACESTO ALIGN.

• ALL CARPET TO BE PROTECTED IMMEDIATELY FOLLOWING INSTALLATION IN HIGHTRAFFIC AREAS AND/OR IN AREAS STILL IN CONSTRUCTION. THIS PROTECTIONCAN NOT BE SELF ADHESIVE PLASTIC SHEETS.

• ALL CARPET PROTECTION IS TO BE REMOVED AND ALL CARPET CLEANED PRIORTO TURNOVER TO TENANT.

• PATCH AND REPAIR DRYWALL WHERE AFFECTED BY DEMOLITION.

• ALL PARTITIONS AND GYPSUM BOARD CEILINGS TO BE TAPED AND SANDEDSMOOTH PRIOR TO FINISHING.

• PAINTED PARTITIONS TO RECEIVE ONE PRIMER COAT AND TWO FINISH COATS, ORAS NEEDED FOR FULL COVERAGE. FINISH TO BE: EGGSHELL.

• ALL GLASS AND GLASS TILES SHOULD BE CUT WITH A NEW SHARP BLADE TOENSURE A CLEAN CUT AND TO NOT DAMAGE COLORED FINISH ON BACK SIDE OFGLASS. GLASS AND POLISHED EDGE TO BE CUT BEFORE APPLYING FINISH.

• EXISTING WOOD AND METAL DOORS TO BE REPAIRED AND TOUCHED-UP TOINDUSTRY STANDARD/LIKE NEW CONDITION.

• ALL WALL FINISH SPECIFICATION TO BE COORDINATED WITH INTERIORELEVATIONS.

• ALL DRYWALL TO HAVE SEAMS BEADED WITH SPACKLE COMPOUND. BEFOREAPPLYING , TAPE ALL SEAMS AND NAIL HEADS READY TO RECEIVE THREE (3)COATS OF SPACKLING COMPOUND. SAND SMOOTH PRIOR TO APPLYING PAINT.

• TENANT WILL SUPPLY ALL TILE AND INSTALLATION PRODUCTS. CONTRACTORTO INSTALL.

KEYNOTES

1

GENERAL CONTRACTOR TO PROVIDE AND INSTALL METAL TRANSITIONSTRIPS, AS REQUIRED SPEC: SCHLUTER SCHIENE 304 E ATCONCRETE-TO-TILE AND TILE-TO-TILE TRANSITIONS. SIZE TBD BYTHICKNESS OF TILE. ENSURE THRESHOLD INSTALLED PER ADAREQUIREMENTS.

2

GENERAL CONTRACTOR TO PROVIDE AND INSTALL RUBBER TRANSITION/REDUCER STRIPS, AS REQUIRED SPEC: JOHNSONITE (MODEL #CCA-XX /#CWA-XX PER FLOOR MATERIAL THICKNESS) OR APPROVED EQUAL ATTILE-TO-VCT AND VCT-TO-CARPET TRANSITIONS. ENSURE CARPETTHREADS ARE TRIMMED CLOSELY TO BASE. ENSURE 1/2" MAXIMUMBEVELED THRESHOLD AS REQUIRED AT INTERIOR DOORS.

3NEW FLOOR TILE, BASE, AND THRESHOLDS TO BE PROVIDED BY TENANTAND INSTALLED BY CONTRACTOR. ALL FLOORING TO BE INSTALLED WITH"NUE TILE RELEASE MEMBRANE SYSTEM."

4NEW RESTROOM WALL TILE, FLOOR TILE, BASE, AND THRESHOLDS U.N.O.TO BE PROVIDED BY TENANT AND INSTALLED BY CONTRACTOR. ALL TILETO BE INSTALLED WITH "NUE TILE RELEASE MEMBRANE SYSTEM."

5CONTRACTOR TO ENSURE WATER BARRIER THRESHOLD IS EXISTING ATEXTERIOR DOORS. IF NOT EXISTING, PROVIDE NEW AS REQUIRED.

X

PLASTIC LAMINATE FINISH SCHEDULEMATERIAL MFR. MFR. NO. COLOR COMMENTS FURNISHED BY: INSTALLED BY:

PL-1 PLASTICLAMINATE

WILSONART #7949K-18 ASIAN NIGHTMILLWORK: BASE INTERIOR AND FACEFINISH: LINEARITY W/ AEON GC GC

PL-2 PLASTICLAMINATE

WILSONART #4942-38 CRISP LINENMILLWORK: COUNTERTOPSFINISH: FINE VELVET TEXTURE

GC GC

PL-#

B-1FL-2PT-1

B-1FL-2PT-1

B-1FL-4PT-1

FL-1PT-1

B-2FL-3PT-1

5 5 5

5 55

5

1

3

4

2 2

3

2

1

B-1FL-1PT-1

REVISIONS: DATE:NO.


DRAWING NUMBER:

DRAWING TITLE:

2641 IRVING BLVD.

DALLAS, TEXAS 75207

TEL: 214-638-6800


BID ISSUE DATE:


PERMIT ISSUE DATE:




464-022

TB/TP

LML/RHS

08/25/201709/26/2017

09/26/2017

09/26/2017

XX/XX/2017


ARCHITECT

SEAL

PROJECT NO.:

DRAWN BY:

CHECKED BY:

Architect

2641 IRVING BLVD.

DALLAS, TEXAS 75207

Thomas Alden Edson

214-638-6800

STA

TE OF FLORIDA

RE


EC

T

THOM

AS A L DEN EDSON

AR0010101

01 FLOOR FINISH PLANSCALE: 1/8" = 1'-0"

X

FINISH PLAN

A2.5

REFLECTED CEILING PLAN NOTES:• FIRE ALARM PULL/STRINGS AND LIFE SAFETY SYSTEMS SHALL CONFORM TO LOCAL, MUNICIPAL AND FIRE

PREVENTION CODES.

• PROVIDE AND INSTALL AUDIO/VISUAL ALARM UNIT(S) IF REQUIRED BY CODE.

• NOTIFY idGROUP OF LIGHTING CHANGES OR DISCREPANCIES IN LIGHTING LOCATIONS ANDSPECIFICATIONS. PROVIDE AS-BUILT WRITTEN INFORMATION OR DRAWING WITH CHANGES.

• FIRE PROTECTION CONTRACTOR TO VERIFY REQUIREMENTS AND QUANTITY OF FIRE PROTECTIONDEVICES, INCLUDING SMOKE DETECTORS, FIRE ALARMS, SPEAKERS, STROBES, ETC. INCLUDE COSTS TOTIE SUCH DEVICES INTO BUILDING PANEL. LIFE SAFETY INSTALLATIONS TO MEET ACCESSIBILITYREQUIREMENTS.

• 24-HOUR LIGHT FIXTURES MUST BE ON EMERGENCY CIRCUITS.

• PROVIDE NEW BUILDING STANDARD THERMOSTATS AS REQUIRED.

• REWORK SPRINKLER HEADS AS REQUIRED. EXACT SPRINKLER LOCATIONS SHALL BE DETERMINED BY ASTATE LICENSED SPRINKLER CONTRACTOR TO COMPLY WITH LOCAL BUILDING AND FIRE CODES.CONTRACTOR TO REVISE EXISTING SPRINKLER LAYOUT TO CONFORM TO NFPA

• RELOCATE ANY THERMOSTATS, HORNS, AND STROBES AFFECTED BY DEMO AND COMPLY TO CURRENTLIFE SAFETY REQUIREMENTS.

• G.C. WILL ENSURE THAT LENSES IN LIGHTING FIXTURES ARE CLEAN AND FREE OF DUST, DIRT ANDSMUDGES. PLASTIC AND LABELS SHALL BE REMOVED FROM ALL LIGHT FIXTURES AT PROJECTCOMPLETION. ALL LAMPS AND FIXTURES SHALL MATCH IN STYLE, COLOR AND WATTAGE.

• BALANCE AIR DISTRIBUTION SYSTEMS. G.C. TO SUBMIT A REPORT FROM A QUALIFIED BALANCINGSERVICE UPON COMPLETION OF CONSTRUCTION.

• REFERENCE ENGINEERING DRAWINGS FOR STROBES, EXIT LIGHTS, ALARMS, SPEAKERS, ETC.

• ARCHITECTURAL REFLECTED CEILING PLANS INDICATE TYPE AND LOCATION OF LIGHT FIXTURES. REFERTO ENGINEERING DRAWINGS AND LIFE SAFETY DRAWINGS FOR COMPLETE LIGHTING DESIGN.

• LIGHT SWITCHES ARE SHOWN FOR LOCATION AND DESIGN INTENT ONLY. ALL NEW SWITCHES TO BEMOUNTED 48" A.F.F. TO CENTERLINE OF SWITCH. REFER TO ENGINEERING DRAWINGS FOR SPECIFICLOCATION AND SWITCHING DIAGRAMS.

• HVAC CONTRACTOR TO CLEAN ALL EXISTING SUPPLY/RETURN GRILLS WITHIN AREA OF WORK PRIOR TOCOMPLETION OF PROJECT.

RCP KEYNOTES:

R1. PROVIDE HVAC VENT/ RETURNS AS REQUIRED. REFERENCE MECHANICAL DRAWINGS.

R2. EXISTING SWITCH TO REMAIN.

R3. EXISTING CEILING GRID AND TILE TO REMAIN. REPLACE DAMAGED/ DIRTY CEILING TILES AS NEEDED.

R4. EXISTING CEILING AND LIGHTING WITHIN ROOM TO REMAIN AS-IS. REPLACE LAMPS AS REQUIRED.

CONSTRUCTION NOTES:• PATCH AND REPAIR WALLS WHERE DEMOLITION, DAMAGE OR INCOMPLETE WORK HAS OCCURRED. PREP

PARTITION FOR NEW SCHEDULED FINISHES AND TEXTURES.

• WALL ANGLES ARE PARALLEL, PERPENDICULAR OR IN 45 DEGREE INCREMENTS TO BUILDING PERIMETERWALL, U.O.N.

• VERIFY AVAILABILITY OF MATERIALS TO BE USED FROM BUILDING STOCK WITH BUILDING MANAGERPRIOR TO PURCHASING MATERIALS.

• CONSTRUCTION MATERIAL SPECIFICATIONS TO BE ASBESTOS FREE.

• PROVIDE DOUBLE METAL STUDS AND BRACING TO UNDERSIDE OF STRUCTURE AT ALL DOOR FRAMES.

• LOCATE DOOR OPENING 4" AWAY FROM ADJACENT CORNER, U.O.N. ALL DOORS TO OPEN TO A MINIMUMOF 90 DEGREES. MAINTAIN 1'-6" CLEAR ON PULL SIDE OF DOOR AND 1'-0" ON PUSH SIDE OF DOOR.

• PARTITIONS AND GYPSUM BOARD CEILINGS SHALL BE TAPED, FILLED, SANDED SMOOTH ANDPREPARED FOR SCHEDULED FINISHES. MATCH EXISTING TEXTURE.

• IF HEIGHT OF STUDS SPANS MORE THAN 15'-0" CONTRACTOR TO COORDINATE EXACT SIZE, GAUGE, ANDSPACING WITH ARCHITECT PRIOR TO ORDERING AND INSTALLATION. MANUFACTURER TO BE DIETRICHOR APPROVED EQUAL.

• CONTRACTOR IS RESPONSIBLE FOR ANY LEED DOCUMENTATION REQUIRED BY BUILDING. COORDINATEWITH idGROUP.

• ALL NEW PLUMBING FIXTURES. COORDINATE SPECS WITH ACCESSORY SCHEDULE, SHEET A3.1.

• CONTRACTOR TO VERIFY AND ENSURE ALL DIMENSIONS, CLEARANCES, AND FIXTURES ARE INSTALLEDPROPERLY TO MEET ALL ADA REQUIREMENTS. IF THERE ARE ANY DISCREPANCIES OR ERRORS IN THESEDRAWINGS, GENERAL CONTRACTOR IS TO INFORM IDGROUP IMMEDIATELY FOR CLARIFICATION ANDRESOLUTION.

· WITHIN AREA OF WORK, REMOVE ANY EXISTING OUTLETS NOT SHOWN ON PLAN.

• GC IS RESPONSIBLE FOR ELECTRICAL CIRCUITING, WIRING SIZES, CONDUIT SIZES, AND LOCATIONS.

• JUNCTION BOXES SHALL BE FURNISHED AND INSTALLED TO AVOID EXCESSIVE RUNS AND BENDS.

• CONTRACTOR TO COORDINATE CODE REQUIRED AND BUILDING STANDARD SIGNAGE AT ADA RESTROOM.SIGNAGE TO BE PROVIDED AND INSTALLED BY GC.

• GC TO CONFIRM WALL THICKNESS REQUIRED FOR ACCESSORIES PRIOR. NOTIFY idGROUP OFDISCREPANCIES.

CONSTRUCTION KEYNOTES:C1. INSTALL SALVAGED DRINKING FOUNTAIN FROM DEMOLITION. PLUMBING CHASE SPACE FOR WALL

MOUNTED DRINKING FOUNTAIN TO BE COORDINATED WITH ENGINEERING DRAWINGS. VERIFY SPACEREQUIRED WITH PLUMBING SUBCONTRACTOR. NOTIFY idGROUP OF ANY DISCREPANCIES IN THE FIELD.

C2. PROVIDE AND INSTALL NEW BATHROOM ACCESSORIES. REFERENCE ACCESSORY MOUNTINGSCHEDULE AND LOCATIONS ON SHEET 03/A3.0. PROVIDE BACKING AS REQUIRED.

C3. NEW WALL MOUNTED ACCESSIBLE SIGNAGE TO BE GC PROVIDED AND INSTALLED AND MEET ANSI117.1 STANDARD REQUIREMENTS.

C4. PROVIDE AND INSTALL NEW MOP SINK. REFERENCE A3.1 FOR SPECIFICATION.

X

FINISH/FIXTURE NOTES:• CONSTRUCTION TYPES/ TECHNIQUES TO MATCH EXISTING CONSTRUCTION.

• GENERAL CONTRACTOR TO SUBMIT ALL FINISH SELECTIONS TO idGROUP AND LANDLORD FOR SIGNEDAPPROVAL BEFORE ORDERING OR APPLYING ANY FINISHES. idGROUP TO RETAIN ONE SET OF APPROVEDSAMPLES FOR RECORD. ALL MATERIAL TO BE SHERWIN WILLIAMS.

• ALL PARTITIONS AND GYPSUM BOARD CEILINGS TO BE TAPED AND SANDED SMOOTH PRIOR TOFINISHING.

• PAINT TO BE A SEMI-GLOSS FINISH, U.O.N.

• PAINTED PARTITIONS TO RECEIVE ONE PRIMER COAT AND TWO FINISH COATS.

• PROVIDE (1) ONE QUART OF EACH PAINT, CLEARLY LABELED, FOR TOUCH-UP. PLACE PAINTS INSTORAGE COORDINATE WITH TENANT.

• INSTALL ALL FINISH MATERIALS ACCORDING TO MANUFACTURER'S INSTRUCTIONS.

• FLOOR FINISH TRANSITION TO BE IN PARALLEL, PERPENDICULAR, OR 45 DEGREE INCREMENTS TOBUILDING PERIMETER, U.O.N.

• ALL RESTROOM FLOORS SHALL BE IMPERVIOUS SURFACES. PREPARE AND LEVEL FLOOR TORECEIVE SCHEDULED FINISH.

• ALL RESTROOM WET WALLS SHALL HAVE AN IMPERVIOUS SURFACE UP TO 48" MINIMUM AFF.

• P-TRAP INSULATION COLOR TO BE WHITE, U.O.N.

• ALL PLUMBING FIXTURES TO BE WHITE, U.O.N.

• ALL FAUCETS ARE TO BE POLISHED CHROME FINISH, U.O.N.

• VERIFY INSTALLATION REQUIREMENTS OF SURFACE MOUNT VERSUS RECESSED ACCESSORIESWITH ROOM CONDITIONS. FURR OUT EXISTING PARTITIONS AS NECESSARY TO ACCOMMODATESPECIFIED ACCESSORIES.

• ALL GRAB BARS SHALL SUPPORT A MINIMUM OF 250 LBS PER ANSI 609.8.

FINISH KEYNOTES:

F1. ENSURE SEMI-GLOSS PAINT MEETS IMPERVIOUS SURFACE CODE REQUIREMENTS. CONTACT idGROUPWITH ANY DISCREPANCIES.

F2. GENERAL CONTRACTOR TO PROVIDE AND INSTALL METAL TRANSITION STRIPS, AS REQUIRED. SPEC:SCHLUTER SCHIENE 304 E AT CONCRETE-TO-TILE AND TILE-TO-TILE TRANSITIONS. SIZE TBD BYTHICKNESS OF TILE. ENSURE THRESHOLD INSTALLED PER ADA REQUIREMENTS.

F3. CONTRACTOR TO USE ALL BUILDING STANDARD WATER PROOFING METHODS. VERIFY WITH BUILDINGMANAGER.

F4. NEW RESTROOM WALL TILE, FLOOR TILE, BASE AND THRESHOLDS, U.N.O. TO BE PROVIDED BY TENANTAND INSTALLED BY CONTRACTOR. ALL TILE TO BE INSTALLED WITH 'NUE TILE RELEASE MEMBRANESYSTEM.'

X

X

ACCESSIBILITY STANDARDS

NEW INTERIOR FULL HEIGHT WALL. REFERENCE WALL TYPE FORCONSTRUCTION.

ACCESSIBILITY NOTES:1. NO ABRUPT CHANGES IN ELEVATION ALONG PATH OF TRAVEL SHALL BE ALLOWED.2. SLOPES SHALL NOT TO EXCEED 1:20 UNLESS A RAMP IS PROVIDED.3. RAMPS SHALL NOT EXCEED 1:12 SLOPE.4. CROSS SLOPES SHALL NOT EXCEED 2%.5. MAXIMUM 1/2" THRESHOLD HEIGHT.

EXISTING INTERIOR / EXTERIOR FULL HEIGHT WALL TO REMAIN.

DESCRIPTION

WALL LEGENDSYMBOL

NOTE:1. COORDINATE LOCATION OF SPRINKLER HEADS WITH LIGHTS AND MECHANICAL GRILLES.

LIGHTING AND CEILING LEGENDSYMBOL DESCRIPTION

WALL-MOUNTED DUPLEX ELECTRICAL OUTLET, 125 VOLT, 15 AMP

CEILING HEIGHT ABOVE FINISH FLOOR - U.O.N.

8' -11" V.I.F.

ELEVATION NOTES:• CONTRACTOR TO COORDINATE CODE REQUIRED SIGNAGE AT ADA RESTROOM.

• NEW PLUMBING FIXTURES AND ACCESSORIES. REFERENCE ACCESSORYSCHEDULE FOR ACCESSORY MOUNTING SCHEDULE FOR MOUNTING HEIGHTS.

ELEVATION INRELATIONSHIP TOMAIN FLOOR ORSTATED DATUM

0/AX.X ENLARGED PLANDETAIL REFERENCE

ROOM MARK

CLR.DOOR MARK

WINDOW MARK

KEYNOTE REFERENCE

ELEVATION REFERENCE

ALIGN FINISH TOEXISTING

ALIGN TO MULLIONCENTERLINE

CLEAR DIMENSION TOBE MAINTAINED

REVISIONNUMBER

REVISIONREFERENCE

MATCH LINE

DATUM OR FLOORELEVATION

ELEVATION REFERENCE

SECTION REFERENCE

DIMENSION FINISH TOFINISH

ALIGN

C L

TOP OF SLABEL. = 100'-0"

ROOM NAME000

0/AX.X

0/AX.X

XX.X

1

2

3

4

XX

##

X

MATCH LINEREFER TOSHEET NO.

LEGEND:GENERAL NOTES:• REFERENCE SHEET G0.0 AND G0.1 FOR APPLICABLE NOTES AND SPECIFICATIONS.

• REFERENCE DOOR SCHEDULE SHEET A7.0 FOR DOOR/FRAME/HARDWARE SPECIFICATIONS

• BULLETED NOTES ARE GENERAL CONDITIONS REQUIRED FOR THE PLAN. NUMBERED NOTATIONSREFERENCE SPECIFIC LOCATIONS ON THE DRAWINGS.

• CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO PRICING ANDCONSTRUCTION. COORDINATE ANY DISCREPANCIES WITH idGROUP.

• EXISTING CONDITION INFORMATION HAS BEEN BASED ON AS-BUILT DRAWINGS. CONTRACTOR TOFIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO PRICING AND CONSTRUCTION. COORDINATE ANYDISCREPANCIES WITH idGROUP.

• WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS ON THE CONSTRUCTIONDOCUMENTS.

• THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS, LOCATIONS ANDCHARACTERISTICS OF ALL WORK AND EQUIPMENT AND COORDINATE WITH THE MANUFACTURER ORSUPPLIER PRIOR TO THE START OF RELATED WORK.

• ALL DIMENSIONS TO EXISTING SURFACES ARE TO FACE OF EXISTING FINISH U.O.N.


• ALL CONSTRUCTION MATERIALS TO BE ASBESTOS FREE. idGROUP SHALL HAVE NO RESPONSIBILITYFOR THE DISCOVERY, PRESENCE, HANDLING, REMOVAL OR DISPOSAL OF, OR EXPOSURE TOHAZARDOUS MATERIALS IN ANY FORM AT THE PROJECT SITE, INCLUDING BUT NOT LIMITED TOASBESTOS PRODUCTS, POLYCHLORINATED BIPHENYL (PCB), OR OTHER TOXIC SUBSTANCES.

• RETURN REUSABLE MATERIALS TO BUILDING STOCK. VERIFY ACCEPTABILITY OF MATERIALS WITHBUILDING MANAGER.

• ACCESSIBLE RESTROOMS TO COMPLY WITH BUILDING CODE AND ANSI 117.1.

• ALL DIMENSIONS NOTED ON PLANS ARE TO MEET ADA REQUIREMENTS. IF EXISTING LOCATIONS VARY,NOTIFY IDGROUP.

· REVIEW ENGINEERING DOCUMENTS IN CONJUNCTION WITH ARCHITECTURAL PLANS ANDCOORDINATE WORK TO INCLUDE REQUIREMENTS OF BOTH DISCIPLINES.

SIGNAGE NOTES:1.

SIGNAGE AND SYMBOLS SHALL COMPLY WITH LOCAL GOVERNINGACCESSIBILITY CODE STANDARDS.

SIGNAGE BID PACKAGENOTE: VERIFY SIGNAGE BID PACKAGE WITH OWNER PRIOR TO BID. TOILET SIGNAGE TO HAVE APPROVED HANDICAPPED, MEN AND WOMEN SYMBOLS.

1 WOMEN 203

1 MEN 202

# APPLIANCE & EQUIPMENTTAG - REF. A2.2

2' X 4' CEILING TILEEXISTING 2' X 4' GRID AND TILE TO REMAIN. REPLACE TILES AS NEEDED FOR LINKNEW CONDITION.

EXISTING 2X4 LIGHT FIXTURE TO REMAIN.

E

LOW HI

A3.1

1

2

3

4

A3.1

5

6

7

8

WOMEN'S203

MEN'S202

C1

C3

09/A3.1

GFCI+42"

GFCI+42"

1'-3

"1'

-3"

1'-6

"1'

-6"

C4

JAN.CLOSET204

CL

C3C2

C2

COMMS/ITCLOSET210

WOMEN'S203

MEN'S202

R2

R1R3R4

R2

S E

S E

E

ER1R3R4

8'-11" AFF

8'-11" AFF

8'-11" AFF

JAN.CLOSET204

R4

COMMS/ITCLOSET210

LOW HI

WOMEN'S203

MEN'S202

F1

F1

F2

F2

F3

F3F4

F4

A2

A8

A8

A4A5

A10

A4A5A10

A12A13

A12A13

A1

A1A3

A3A9

A9

A7A6

A11

A7A6

A11

JAN.CLOSET204

F2

COMMS/ITCLOSET210

LOW HI

WOMEN'S203

MEN'S202

30X48CLEAR

12'-6"

30X48CLEAR

30X48CLEAR

5'-0"

TURN RADIUS

5'-0"

TURN RADIUS

JAN.CLOSET204

18"

MIN

.

COMMS/ITCLOSET210

TRUE NORTH

NO

RTH

NO

RTH

LOW HI

18" M

IN

18" MIN

CL CENTERED ONTACTILECHARACTERS

LOCATION OF TACTILE SIGNS AT DOORS

18" M

IN

18" MIN

LIBRARY

5/8"

-2"

HEIGHT OF RAISEDCHARACTERS

DISTANCE BETWEENCORRESPONDING DOTSIN ADJACENT CELLS

DISTANCE BETWEENDOTS IN THE SAMECELL

SINGLEBRAILLECELL

NO RAISEDDOT

BASEDIAMETER

RAISED DOT

BLANK CELL SPACEBETWEEN WORDS

DISTANCEBETWEENCORRESPONDINGDOTS FROM ONECELL DIRECTLYBELOW

DISTANCE BETWEENDOTS IN THE SAMECELL

BRAILLE MEASUREMENT

6"

PICTOGRAM FIELD

MEN

6"

NOT INPICTOGRAMFIELD

HEIGHT OF TACTILE CHARACTERSABOVE FINISH FLOOR OR GROUND

REVISIONS: DATE:NO.


DRAWING NUMBER:

DRAWING TITLE:

2641 IRVING BLVD.

DALLAS, TEXAS 75207

TEL: 214-638-6800


BID ISSUE DATE:


PERMIT ISSUE DATE:




464-022

TB/TP

LML/RHS

08/25/201709/26/2017

09/26/2017

09/26/2017

XX/XX/2017


ARCHITECT

SEAL

PROJECT NO.:

DRAWN BY:

CHECKED BY:

Architect

2641 IRVING BLVD.

DALLAS, TEXAS 75207

Thomas Alden Edson

214-638-6800

STA

TE OF FLORIDA

RE


EC

T

THOM

AS A L DEN EDSON

AR0010101

ADA RESTROOMPLANS

A3.0

X

01 TELEPHONE/ELECTRICAL PLANCONSTRUCTION &SCALE: 1/4" = 1'-0" 02 REFLECTED CEILING PLAN

SCALE: 1/4" = 1'-0" 03 FINISH/ ACCESSORIES PLANSCALE: 1/4" = 1'-0" 04 ADA CLEARANCES

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

KEY PLAN

AREA OF WORK

7"-9"

CL

39"- 41"

A10

A1

A5

A4 A3

A5

A3

A4

A10

A1

A6

A9

A11A7

10" 2'-7"

3'-4

"

A11

A9

A7

A6

A12

A13

8'-1

1"

6'-4 3/4"

8'-1

1"

6'-4"

8'-1

1"

8'-1

1"

6'-4"6'-5"

A8

ACCESSORY AND EQUIPMENT MOUNTING SCHEDULE

SPECIFICATION:

A1 ACCESSIBLETOILET

EXISTING TO REMAIN

REFERENCE MEP DRAWINGS FOR ADDITIONAL SPECIFICATION AND INFORMATION ON PLUMBING FIXTURES.VERIFY SPECIFICATIONS WITH BUILDING MANAGEMENT.

ENSURE FLUSH VALVEFACES "WIDE-SIDE" OFROOM

19" M

AX

.

TO T

OP

OF

SE

AT

17" M

IN

A3 36" GRAB BAR

33" M

IN.

12"

36" M

AX

.

MIN

36" MIN.

CL

2'-0"

A4 42" GRAB BAR

12"

33" M

IN

36" M

AX

MAX

42" MIN.

54" MIN.

A5 VERTICAL GRABBAR

PROVIDED ANDINSTALLED BY G.C.

BOBRICK 1-1/2"STAINLESS STEELGRAB BAR WITH SNAPFLANGESPEC #: B-6806 x18VERTICAL MOUNTFINISH: SMOOTH, SATIN

39"- 41"

39"-

41"

18" M

IN

A6

34" M

AX

ACCESSIBLELAVATORY

A7 FAUCET

34" M

AX

A8 A9

40" M

AX

BOBRICK24" X 36" MIRRORWITH STAINLESSSTEEL CHANNELFRAME OR EQUALMODEL: B-165

NOTE: MOUNT AT+40" MAX. A.F.F. TOBOTTOM OFREFLECTIVE SURFACE


TO

BO

TTO

M E

DG

E O

F

RE

FLE

CTI

VE

SU

RFA

CE

30" X 48" MIRROR A10 TOILET PAPERDISPENSER


7"- 9"

CL

GEORGIA-PACIFICCOMPACT STAINLESSSTEEL SIDE-BY-SIDEDOUBLE ROLLMODEL: 56798

15"

MIN

A11


SOAP DISPENSER

48" M

AX

(TO

B.O

. DIS

P)

GEORGIA-PACIFICENMOTION BRUSHEDSTAINLESS STEELAUTOMATEDTOUCHLESS SOAPDISPENSERSURFACE-MOUNTEDSOAP DISPENSERSPEC #: 10067673MFR #: 52054

TRASHRECEPTACLE

A12


GEORGIA-PACIFICSTAINLESS STEELTRASH RECEPTACLE(16" O.C. STUDS)SPEC #: 10043760MFR #: 59491

PAPER TOWELDISPENSER

40" M

AX

. TO

DIS

P. S

LOT

A13


GEORGIA-PACIFICENMOTION STAINLESSSTEEL RECESSEDAUTOMATEDTOUCHLESS TOWELDISPENSER(16" O.C. STUDS)SPEC #: 10036071MFR #: 59466

NOTE: OPERABLEPARTS AT +40" MAX.A.F.F. PER 1115B.8.3.

AIR GELDISPENSER


GEORGIA-PACIFICENMOTION STAINLESSSTEEL RECESSEDAUTOMATEDTOUCHLESS TOWELDISPENSER(16" O.C. STUDS)MFR #: 53258

8'-6

" TO

BO

TTO

M

A2HI-LO DRINKINGFOUNTAIN

35" M

AX

.

27" M

IN.

9"M

IN.

EXISTING TO BERELOCATED

EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN

7"-9"

CL

39"- 41"

A10

A1

A5

A4 A3

8'-1

1"

6'-5"

A5

A3

A4

A10

A1

A6

A9

A11A7

8'-1

1"

6'-4"

10" 2'-7"

3'-4

"

A11

A9

A7

A6

A12

A13

8'-1

1"

6'-5 1/4"

8'-1

1"

6'-5"

A8

48" M

IN.

REVISIONS: DATE:NO.


DRAWING NUMBER:

DRAWING TITLE:

2641 IRVING BLVD.

DALLAS, TEXAS 75207

TEL: 214-638-6800


BID ISSUE DATE:


PERMIT ISSUE DATE:




464-022

TB/TP

LML/RHS

08/25/201709/26/2017

09/26/2017

09/26/2017

XX/XX/2017


ARCHITECT

SEAL

PROJECT NO.:

DRAWN BY:

CHECKED BY:

Architect

2641 IRVING BLVD.

DALLAS, TEXAS 75207

Thomas Alden Edson

214-638-6800

STA

TE OF FLORIDA

RE


EC

T

THOM

AS A L DEN EDSON

AR0010101

RESTROOM ELEVATIONSAND DETAILS

A3.1

X

01 ELEVATION @ WOMEN'S SCALE: 1/2" = 1'-0" 02 ELEVATION @ WOMEN'S

SCALE: 1/2" = 1'-0" 03 ELEVATION @ WOMEN'S SCALE: 1/2" = 1'-0" 04 ELEVATION @ WOMEN'S

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

05 ELEVATION @ MEN'S SCALE: 1/2" = 1'-0" 06 ELEVATION @ MEN'S

SCALE: 1/2" = 1'-0" 07 ELEVATION @ MEN'S SCALE: 1/2" = 1'-0" 08 ELEVATION @ MEN'S

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

SHOWROOM FLOOR TILE OPTIONS

WARM TILE OPTION #1

DIGNITARY DR09 NOTABLE BEIGE, UNPOLISHED

12x24 & 24x24

GROUT:

CUSTOM: #145 LIGHT SMOKE

LATICRETE: #27 HEMP

MAPEI: #35 NAVAJO BROWN


WARM TILE OPTION #2

IMAGICA IG95 VISION

4x48, 6x48 & 8x48;

1

3

STAGGER

GROUT:

CUSTOM: #183 CHATEAU

LATICRETE: #17 MARBLE BEIGE

MAPEI: #39 IVORY


WARM TILE OPTION #3

SEASON WOOD SW03 AUTUMN WOOD

6x48, 8x48 & 12x48;

1

3

STAGGER

GROUT:

CUSTOM: #541 WALNUT

LATICRETE: #60 DUSTY GREY

MAPEI: #106 WALNUT


COOL TILE OPTION #1

SEASON WOOD SW01 ORCHARD GREY

6x48, 8x48 & 12x48;

1

3

STAGGER

GROUT:

CUSTOM: #185 NEW TAUPE

LATICRETE: #24 NATURAL GREY

MAPEI: #09 GRAY


COOL TILE OPTION #2

CONSULATE CS07 EMBASSY SILVER

24x48;

1

3

STAGGER

GROUT:

CUSTOM: #546 CAPE GRAY

LATICRETE: #78 STERLING SILVER

MAPEI: #27 SILVER


COOL TILE OPTION #3

AMBASSADOR AM34 JET-SETTER DUSK

12x24 POLISHED; 24x24 UNPOLISHED

GROUT:

CUSTOM: #542 GRAYSTONE


MAPEI: #107 IRON


COOL TILE OPTION #4

IMAGICA IG97 HAZE, UNPOLISHED

4x48, 6x48 & 8x48;

1

3

STAGGER

GROUT:



MAPEI: #11 SAHARA BEIGE

SHOWROOM COUNTERTOP OPTIONS

WARM TILE PACKAGE

RECEPTION DESK

WORK COUNTER:

ONE QUARTZ NQ30 MORNING FROST 2CM

TOP SHELF:


SIDES:

ONE QUARTZ NQ06 CALACATTA 2CM

COFFEE BAR

QUARTZITE Q705 CRYSTALLIZE 2CM

TABLE

QUARTZITE Q705 CRYSTALLIZE 2CM

SCHLUTER:

SCHLUTER SYSTEMS

SCHIENE E125 - 304 STAINLESS STEEL

SHOWROOM COUNTERTOP OPTIONS

COOL TILE PACKAGE

RECEPTION DESK

WORK COUNTER:


TOP SHELF:


SIDES:

ONE QUARTZ NQ12 STATUARY 2CM

COFFEE BAR

QUARTZITE M475 CALACATTA 2CM

TABLE

QUARTZITE M475 CALACATTA 2CM

SCHLUTER:

SCHLUTER SYSTEMS

SCHIENE E125 - 304 STAINLESS STEEL

C.S.A. FLOOR TILE OPTIONS

WARM TILE OPTION #1

SADDLE BROOK SD16 GRAVEL ROAD

6x36;

1

3

STAGGER

GROUT:

CUSTOM: #386 OYSTER GRAY

LATICRETE: #24 NATURAL GREY


C.S.A. CABINET & WORKSTATION OPTIONS

WARM TILE PACKAGE

VERTICAL | BASE:

WILSONART 7949K-18 ASIAN NIGHT

LINEARITY FINISH WITH AEON

HORIZONTAL | COUNTERTOPS:

WILSONART 4942-38 CRISP LINEN

FINE VELVET TEXTURE

C.S.A. OFFICE OPTIONS

WARM TILE PACKAGE

CARPET (OFFICES):

MOHAWK RENEGADE CARPET TILE

BT354 HEADSTRONG - 751 DARE DEVIL

JOHNSONITE RECESS WALL BASE, RUBBER

1

8

"

RWDC-29 MOON ROCK, RESILIENT TOPSET

SCHLUTER:

SCHLUTER SYSTEMS

SCHIENE A100AT - SATIN NICKEL ANOD.ALUM.

ACCENT PAINT:

SHERWIN WILLIAMS

SW7036 ACCESSIBLE BEIGE; EGGSHELL FINISH

C.S.A. FLOOR TILE OPTIONS

COOL TILE OPTION #1

DIGNITARY DR10 EMINENCE GREY, UNPOLISHED

24x48;

1

3

STAGGER

GROUT:

CUSTOM: #165 DELOREAN GRAY

LATICRETE: #89 SMOKE GREY

MAPEI: #27 SILVER

C.S.A. CABINET & WORKSTATION OPTIONS

COOL TILE PACKAGE

VERTICAL | BASE:

WILSONART 7949K-18 ASIAN NIGHT

LINEARITY FINISH WITH AEON

HORIZONTAL | COUNTERTOPS:

WILSONART 4942-38 CRISP LINEN

FINE VELVET TEXTURE

C.S.A. OFFICE OPTIONS

COOL TILE PACKAGE

CARPET (OFFICES):

MOHAWK RENEGADE CARPET TILE

BT354 HEADSTRONG - 983 ROUST ABOUT

JOHNSONITE WALL BASE, RUBBER

1

8

"

20 CHARCOAL

SCHLUTER:

SCHLUTER SYSTEMS

SCHIENE E125EB - BRUSHED STAINLESS STEEL

ACCENT PAINT:

SHERWIN WILLIAMS

SW7015 REPOSE GRAY; EGGSHELL FINISH

WA

RM

S

HO

WR

OO

M O

PT

IO

NS

WA

RM

C

.S

.A

. O

PT

IO

NS

CO

OL

S

HO

WR

OO

M O

PT

IO

NS

CO

OL

C

.S

.A

. O

PT

IO

NS

WA

RM

R

ES

TR

OO

M O

PT

IO

NS

CO

OL

R

ES

TR

OO

M O

PT

IO

NS

SHOWROOM RESTROOM COOL TILE OPTION #1

WALL TILE:

MARBLE ATTACHE MA87 CALACATTA, POLISHED

12x48; HORIZONTAL GRID

WALL GROUT:

CUSTOM: #381 BRIGHT WHITE

LATICRETE: #44 BRIGHT WHITE

MAPEI: #38 AVALANCHE

SHOWROOM RESTROOM COOL TILE OPTION #2

WALL TILE:

A RIVER MARBLE RM94 SMOKY RIVER,

POLISHED

8x36; WET WALLS (2), FLOOR TO CEILING

B TIGER EYE TE29 CASPIAN STAINLESS

3" RANDOM BLOCK MOSAIC;

RANDOM PLACEMENT

WALL GROUT:

CUSTOM: #335 WINTER GRAY


MAPEI: #27 SILVER

FLOOR TILE:

MARBLE ATTACHE MA84 CRUX

(SINGLE STALL) 2x5, MATTE; ELONGATED HEXAGON

(MULTI STALL) 24x24, MATTE;

1

3

STAGGER

FLOOR GROUT:




FLOOR TILE:

HAUT MONDE HM03 GLITTERATI GRANITE,

UNPOLISHED

12x24;

1

3

STAGGER

FLOOR GROUT:



MAPEI: #19 PEARL GRAY

EMPLOYEE RESTROOM COOL TILE OPTION #1

WALL TILE:

A FORMULA FM96 EQUATION GREY, POLISHED


B CRYSTAL SHORES CS96 EMERALD ISLE

LINEAR INTERLOCKING MOSAIC; 6" BAND

C SCHLUTER A100 ACGB

WALL GROUT:


LATICRETE: #89 SMOKE GRAY

MAPEI: #02 PEWTER

FLOOR TILE:

FORMULA FM94 AXIOM SILVER, UNPOLISHED

24x24;

1

3

STAGGER

FLOOR GROUT:




WAREHOUSE RESTROOM COOL TILE OPTION #1

WALL TILE:

A SEVERINO SV98 CENERE FOG

10x14; GRID

B SEVERINO SV98 CENERE FOG

3x10 BULLNOSE

WALL GROUT:



MAPEI: #02 PEWTER

FLOOR TILE:

EMBLEM EM03 GREY

7x20;

1

3

STAGGER

FLOOR GROUT:



MAPEI: #02 PEWTER

C

B

A

4'

4'-6"

B

A

4'-11"

6"

SHOWROOM RESTROOM WARM TILE OPTION #1

WALL TILE:

BEE HIVE P009 ASH GREY

24x20; HEXAGONAL

WET WALLS (2); FLOOR TO CEILING

** INSTALL CORNER SEAM AS SHOWN **

WALL GROUT:



MAPEI: #103 COBBLESTONE

SHOWROOM RESTROOM WARM TILE OPTION #2

WALL TILE:

A FORMULA FM98 PLANES TAUPE, POLISHED

12x24;

1

3

STAGGER

B CRYSTAL SHORES CS98 AURELIAN SEAS

RANDOM LINEAR MOSAIC; 6" BAND

C SCHLUTER A100 ACGB

WALL GROUT:

CUSTOM: #101 QUARTZ


MAPEI: #15 BONE

FLOOR TILE:

MARBLE ATTACHE MA86 TURKISH SKYLINE

SATIN **MATTE WHEN AVAILABLE**


FLOOR GROUT:



MAPEI: #103 COBBLESTONE

FLOOR TILE:

FORMULA FM97 ROOTS BROWN, UNPOLISHED


FLOOR GROUT:



MAPEI: #09 GRAY

EMPLOYEE RESTROOM WARM TILE OPTION #1

WALL TILE:

A RIVER MARBLE RM91 SANDY FLATS


WET WALLS (2), FLOOR TO CEILING

B RENDER METALS RE98

CLASSIC BRONZE PANED

3x18; VERTICAL INSET

WALL GROUT:


LATICRETE: #40 LATTE

MAPEI: #35 NAVAJO BROWN

FLOOR TILE:

PORTFOLIO PF11 NOCE


FLOOR GROUT:



MAPEI: #09 GRAY

WAREHOUSE RESTROOM WARM TILE OPTION #1

WALL TILE:

A ELEVARE EL41 CRATER

6x18; OFFSET

B ELEVARE EL41 CRATER

4x16 BULLNOSE S-4D49

WALL GROUT:

CUSTOM: #382 BONE


MAPEI: #39 IVORY

FLOOR TILE:

AFFINITY AF02 BEIGE

18x18; OFFSET

FLOOR GROUT:


LATICRETE: #56 DESERT KHAKI

MAPEI: #106 WALNUT

B

A

4'-7"

6"

4'-4"

C

B

A

REVISIONS: DATE:NO.


DRAWING NUMBER:

DRAWING TITLE:

2641 IRVING BLVD.

DALLAS, TEXAS 75207

TEL: 214-638-6800


BID ISSUE DATE:


PERMIT ISSUE DATE:




464-022

TB/TP

LML/RHS

08/25/201709/26/2017

09/26/2017

09/26/2017

XX/XX/2017


ARCHITECT

SEAL

PROJECT NO.:

DRAWN BY:

CHECKED BY:

Architect

2641 IRVING BLVD.

DALLAS, TEXAS 75207

Thomas Alden Edson

214-638-6800

STA

TE OF FLORIDA

RE


EC

T

T HOM

AS A L DEN EDSON

AR0010101

X

TILE PACKAGES

A4.0

3 5/8" x 25 GA. METAL STUD @ 24" O.C., U.O.N., PARTITION FROMSLAB TO CEILING. BRACE TO DECK. FACE WITH 5/8" GYPSUMBOARD TO CEILING. FINISH AS SCHEDULED.

1

1X

FLOOR SLAB

RE

FER

EN

CE

SH

EE

T A

2.3

6"

EXISTING DECK

3 5/8" 25 GA. METAL STUDBRACING @ 4'-0" O.C,45°(ALTERNATE DIRECTIONS)SECURE W/ 1" POWDER DRIVENTO UNDERSIDE OF STRUCTURE

3 5/8" 25 GA. METAL STUDTRACK ASTM C-645

R-8 BATT TYPE KRAFT FACEDSOUND ATTENUATIONFIBERGLASS , EXTENDED 2' ONEACH SIDE OF PARTITION.PLACE KRAFT SIDE FACING UP.

SCHEDULED CEILING -W/SOLID STRUTS & BRACINGFROM T BAR TO STRUCTUREEVERY 12'-0"

5/8" GYPSUM BOARD ON EACHSIDE ASTM C-36

3 5/8" 25 GA. METAL FLOORTRACK W/POWDER DRIVENFASTENER, .145" Ø, @ 24" O.C.MAX ASTM C-645

SCHEDULED BASE

CAULK

AT WALL TYPE 1 PROVIDE BATT INSULATION WHERE INDICATEDWITH AN "X".

FLOOR SLAB

RE

FER

EN

CE

SH

EE

T A

2.3

3 5/8" x 20 GA. METAL STUD @ 24" O.C., U.O.N., PARTITION FROM SLAB TODECK. FACE WITH 5/8" TYPE 'X' GYPSUM BOARD. FINISH AS SCHEDULED.ENSURE 7.5 PSF WITH DEFLECTION NO MORE THAN L/360.

3

3X AT WALL TYPE 3 WHERE INDICATED WITH AN "X", PROVIDESOUND BATT INSULATION.

3F 1 HOUR FIRE RATED AT WALL TYPE 3, WHERE INDICATED WITH AN "F",PROVIDE SOUND BATT INSULATION AND FIRE SEALANT AT GAPS.

3P SAME AS WALL TYPE "3X" WITH 6" STUDS.

EXISTING DECK

FIRE SEALANT AT GAPSAS REQ'D

3 5/8" 20 GA. METAL CLG.TRACK ICC # ER-50672" X

3 5/8" 20 GA CONT.

SLOTTED METAL

SLIPTRACK BY SLIPTRACK

SYSTEMS ICC ES#ESR-1042

16" STRAP AT EACHVERTICAL STUD. TYP.

R-8 BATT TYPE KRAFTFACED SOUNDATTENUATION FIBERGLASS ,EXTENDED 2' ON EACH SIDEOF PARTITION. PLACEKRAFT SIDE FACING UP.

SCHEDULED CEILING -W/SOLID STRUTS &BRACING FROM T BAR TOSTRUCTURE EVERY 12'-0"

5/8" TYPE "X" GYPSUMBOARD ON EACH SIDE ICC#ER-5623

3 5/8" 20 GA. METAL FLOOR

TRACK W/ POWDER

DRIVEN FASTENER, .145" Ø

@ 24" O.C. MAX

ICC ES# ESR-1663

SCHEDULED BASE

ACOUSTICAL SEALANTTOP & BOTTOM

1P SAME AS WALL TYPE "1X" WITH 6" STUDS.

METAL STUD FRAMING

AT 16" O.C.

METAL STUD BOX

HEADER

SHIM AS REQUIRED

EXTEND GYP. BD. INTO

FRAME 5/8" MIN.

DOOR AS SCHED.

HOLLOW METAL DOOR

FRAME AS SCHEDULED

GYP, BD. - FINISH AS

SCHEDULED

7'-2" TO TOP OF FRAME A.F.F.

GYP, BD. - FINISH AS

SCHEDULED

DOOR AS SCHED.

HOLLOW METAL DOOR

FRAME AS SCHEDULED

METAL STUD FRAMING

AT 16" O.C.

DOUBLE METAL STUD

EXTEND GYP. BD. INTO

FRAME 5/8" MIN.

DOOR AS SCHED.

FINISH FLOOR AS

SCHEDULED

HOLLOW METAL DOOR

FRAME AS SCHEDULED

FLOOR SLAB

RE

FER

EN

CE

SH

EE

T A

2.3

3 5/8" x 25 GA. METAL STUD @ 24" O.C., BUILDING STANDARD, U.O.N.,PARTITION FROM SLAB TO UNDERSIDE OF CEILING. FACE WITH 5/8"GYPSUM BOARD, EACH SIDE, TO CEILING. FINISH AS SCHEDULED.

2

2X AT WALL TYPE 2, PROVIDE SOUND BATT INSULATION WHEREINDICATED WITH AN "X".

R-8 BATT TYPE KRAFTFACED SOUNDATTENUATION FIBERGLASS,EXTENDED 2' ON EACH SIDEOF PARTITION. PLACEKRAFT SIDE FACING UP.

SCHEDULED CEILING

3-5/8" 25 GA. METAL CLG.

TRACK ICC ER# 5344

ATTACH TO ACOUSTICAL

GRID PER

MANUFACTURER'S

RECOMMENDATION.

5/8" GYPSUM BOARD ONEACH SIDE ICC #ER-5623

SOUND BATT INSULATION

3-5/8" 25 GA. METAL FLOOR

TRACK W/ POWDER

DRIVEN FASTENER, .145"

Ø, @ 24" O.C. MAX

ICC ES# ESR-1663

SCHEDULED BASE

SEALANT

DECK OR STRUCTUREABOVE

PARTITION ATTACHMENT CLIP

3-5/8" METAL STUDS EACH SIDETO BOTTOM OF STRUCTUREABOVE.

HARDWARE TYPESSYMBOL SPECIFICATION

aSYMBOL SPECIFICATION

b CUSTOMER SERVICE AREA / BREAK ROOMHINGE: MCKINNEY TA2314 4.5X4.5 32D 59838

STAINLESS STEEL, OIL BEAR, 5 KNMCKINNEY TA2714 4.5X4.5 26D 55858 STEEL, OIL BEAR, 5 KNUCKLE, STD W

LOCKSET: 60 MINUTE RATED PASSAGE LATCH - SCHLAGE D10S (US26D), SCHLAGE LEVER 'SATURN'

CLOSER: NORTON O.H. 8501KICKPLATE: ROCKWOOD K1050 10"X34" BOTH SIDESDOOR STOP: WALL MOUNTED, ROCKWOOD USD32DSMOKE SEAL: 1 SET SMOKE SEALSSILENCER: ROCKWOOD 608 RUBBER METAL DIIR SILENCER 100DOOR SWEEP: PEMKO 315CN36 1/4"WX1 1/4"H, 7/16" NEOPRENE

FRONT ENTRY DOORLOCKSET: CYCLINDER CORE LOCK, ARROWTHRESHOLD:PEMKO 171A36 5"W X 1/2"H ALUMSIGNAGE: PROVIDE SIGNAGE STATING "DOOR TO

REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED"

NOTE:1. NEW HARDWARE TO MATCH EXISTING. NEW LOCKS

AND KEY SET.2. SIGNAGE TO COMPLY WITH LOCAL GOVERNING

CODES.

c EXTERIOR DOORSNOTE:

1. EXISTING HARDWARE TO REMAIN. NEW LOCKS AND KEY SET. G.C.TO NOTIFY PROJECT MANAGER IF ANY DOORS OR HARDWARENEED REPAIR OR REPLACEMENT.

2. SIGNAGE TO COMPLY WITH LOCAL GOVERNING CODES.

DOOR NOTES1. DOOR CONTROLS:

ALL DOOR CONTROLS ARE TO BE "LEVER" HANDLE TYPE CONFORMING TOACCESSIBILITY STANDARDS.

2. EXIT DOOR:ALL EGRESSED REQUIRED "EXIT" DOORS ARE TO BE OPENED FROM THE INSIDEWITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, PERSECTION 3304 (C) OF UBC CODE.

3. SIGNAGE:ALL DOOR SIGNAGE MUST COMPLY TO LOCAL GOVERNING CODES.

4. EMERGENCY AND EXIT LIGHTS:PROVIDE EMERGENCY AND EXIT LIGHTS PER LOCAL GOVERNING CODES.COORDINATE WITH LIGHTING PLAN.

5. OVERHEAD DOORS:a. SOLID SECTIONAL PANEL TYPEi. 24 GUAGE NON INSULATED OVERHEAD DOOR, FIVE SECTION WITH TWO

WINDOWS IN THE THIRD SECTION, WEATHER STRIP PERIMETER AND BULBSEAL TO FLOOR.

ii. FINISH TO BE BAKED ENAMEL- COLOR TO MATCH BUILDIING STANDARDij. ROLLERS AND TRACKS TO 3' WITH CYCLE SPRINGS.iv. EXTENSION OF THE DOOR TO BE AS HIGH AS POSSIBLE TO UNDERSIDE OF

b. DOOR SEALS:i. KELLEY FOAM COLLAPSIBLE DOOR AND DOCK SEALS.

DDS 102-WPH/ROLL-FORM-GALV. STL. FRAMING

FURNISHED BY: DH PACE COMPANYCONTACT: ANDY VANCETEL: 888.643.3667FAX: 866.635.3667EMAIL: [email protected]

6. SECURITY:a. HINGE BUTTS ON EXTERIOR DOORS SHALL HAVE NON-REMOVABLE PINS.b. DOCK AND VEHICLE DOORS - ALL OVERHEAD DOORS ARE TO BE EQUIPPED

WITH SLIDE BARS ON EACH SIDE OF DOOR, WHICH SLIDE THROUGH THEDOOR TRACK TO PREVENT THEM FROM BEING FORCED UP FROM THEOUTSIDE. SLIDE BARS SHOULD HAVE HOLES IN THE PORTION THATEXTENDS THROUGH THE DOOR TRACK.

7. DOOR FRAMES:EXISTING TO REMAIN/ BE RELOCATED.

8. DOOR FINISH:EXISTING TO REMAIN/ BE RELOCATED.

9. SECURITY GLASS:WITH WIRE MESH AT EXTERIOR DOORS IF REQUIRED.

10. EXTERIOR DOOR HARDWARE OR DOORS TO BE REPLACED TO MATCH BUILDINGSTANDARDS. COORDINATE SPECIFICATIONS WITH LANDLORD. (IF APPLICABLE)

11. ALL DOORS TO BE UNDERCUT 3/4" U.O.N.

12. MAINTAIN RATING OF EXISTING DOORS TO REMAIN.

13. INTERIOR DOOR PAINT AND FINISH TO BE DECIDED BY PROJECT MANAGER.

HARDWARE NOTES1. HARDWARE SPECIALTIES:

a. ALL FINISH HARDWARE SHALL BE STANDARD DUTY. ALL LOCKSETS SHALLBE MASTER KEY SYSTEMS. FINISH TO BE US 626, SATIN CHROME FINISH.ALL LOCKESETS (SCHLAGE OR BEST LOCK COMPANY) TO BE LEVERHANDLE "SANCTUARY STYLE". LEVER WITH LOCK, CLOSER AND PANIC BARON INTERIOR, DEADBOLT OF KEYED LOCK ON EXTERIOR. DOOR HINGESSHALL BE FULL-MORTISED. ONE AND ONE HALF PAIR DOOR BUTTS ONEXTERIOR DOORS SHALL HAVE NON-REMOVABLE WELDED PINS. CLOSERSSHALLOW CASE, ADJUSTABLE BACK CHECK. ALL DOORS SHALL BESTREAMLINE TYPE, CAST IRON, HAVE AUTOMATIC CLOSERS ANDKICKPLATES. KICKPLATES TO MATCH DOOR HARDWARE FINISH.

b. THRESHOLDS FOR ALL MAIN DOORS TO EXTERIOR OF BUILDING AND MAINDOORS FROM CONTRACTOR SERVICE AREAS TO WAREHOUSE TO HAVEINTERLOCKING EXTRUDED ALUMINUM SADDLES ZERO WEATHER STRIPPING#125 AND #75.

c. WORKMANSHIP - ALL HARDWARE SHALL BE SET AND POSITIONED BYTEMPLATE FURNISHED BY THE MANUFACTURER. REINFORCE AND FIRMLYANCHOR ALL CONNECTIONS TO RESIST EXTREME USE. ADJUST AND SETFOR SMOOTH, POSITIVE AND PROPER OPERATION.

2. PRIVACY LOCKS:PROVIDE ADA COMPLIANT U-HANDLE LOCKS AT ALL TOILET STALL DOORS,STAINLESS STEEL FINISH.

- (NOT ALL NOTES MAY APPLY)



DOOR AND WINDOW TYPES

MA

TCH

EX

ISTI

NG

3'-0"

BA

4" CLEAR TO DOOR OPENING,U.O.N.

SYMBOL SPECIFICATION

DOOR ID - REF. DOOR SCHED.2

TINDICATES TEMPERED GLASS

EX

ISTI

NG

EXISTING

DOOR SCHEDULEDOOR/ OPENING FRAME DETAILS

RATING

NOTES

MARK

DOOR &FRAMETYPE MATERIAL HDWR

SIZE

FINISH MATERIAL FINISH HEAD JAMB SILLWIDTH HEIGHT THICK

B SCWD bEXISTING TO BE

RELOCATEDCLEAR ALUM PAINT 02 03 04 MATCH

EXTG1, 3, 7, 8, 11, 13 (CONTRACTOR SERVICE/WAREHOUSE)

A EXTG a MATCH EXISTING PAINT EXTG PAINT N/A N/A N/A EXTGRATING

2, 3, 4, 6, 10, 12 (FRONT ENTRY DOOR)

EXTG EXTG c MATCH EXISTING PAINT EXTG PAINT N/A N/A N/A EXTGRATING

2, 3, 4, 6, 7, 8, 10, 13 (EXISTING ENTRYDOOR)

1

2

3

REVISIONS: DATE:NO.


DRAWING NUMBER:

DRAWING TITLE:

2641 IRVING BLVD.

DALLAS, TEXAS 75207

TEL: 214-638-6800


BID ISSUE DATE:


PERMIT ISSUE DATE:




464-022

TB/TP

LML/RHS

08/25/201709/26/2017

09/26/2017

09/26/2017

XX/XX/2017


ARCHITECT

SEAL

PROJECT NO.:

DRAWN BY:

CHECKED BY:

Architect

2641 IRVING BLVD.

DALLAS, TEXAS 75207

Thomas Alden Edson

214-638-6800

STA

TE OF FLORIDA

RE

GIS T ER E D A R C HIT

EC

T

THOM

AS A L DEN EDSON

AR0010101

X

WALL TYPES & DOORSCHEDULES

A7.0

02 INT. DOOR HEAD DETAILSCALE: 3" = 1'-0" 03 INT. DOOR JAMB DETAIL

SCALE: 3" = 1'-0" 04 INT. DOOR SILL DETAILSCALE: 3" = 1'-0"

01 INT. PARITION WALL DETAILSSCALE: 3" = 1'-0"

2'-1

1/2

"

4'-2"

2'-1

0"

4'-0"

* CABINETS EXTERIOR: WILSONART #7949K-18 'ASIAN NIGHT' - (LINEARITY FINISH w/AEON)CONTRACTOR COFFEE BAR NOTES:

* ENCLOSED CABINET INTERIORS: WHITE MELAMINE* PULLS: BERENSON #6132-2SC-P, 3-1/2" BRUSHED CHROME WIRE

CONTRACTOR COFFEE BARQTY OF 1 COMPLETE UNIT

ELEVATION

PLAN VIEW

* COUNTERTOPS: WILSONART #4942-38 'CRISP LINEN' - (FINE VELVET TEXTURE)* NO LOCKS

#1

1 19'-1

1"

9'-1"

CUSTOMER SERVICE COUNTER NOTES:* CABINETS (PL#1): PIONITE #WM791 'HARD ROCK MAPLE'* HARDWARE: 3.5" SATIN CHROME WIRE PULLS* COUNTERTOPS: GRANITE BY OTHERS* NOTE: BASE LEVELERS - SEE DETAILS* NOTE: REMOVABLE TOEKICK (WHERE APPLICABLE) - SEE DETAILS* NOTE: EACH MODULE ATTACHED TO NEIGHBORING MODULE WITH BLACK

CABINET BOLTS (HAFELE #264.06.303)

C

FA

(LE

FT

)

E

A (LE

FT

)G

D

AA (RIGHT)

FRONT ELEVATION

MODULE UNIT 'AA' (RIGHT)*PL#1: ENTIRE UNIT (INT & EXT)

*GRANITE COUNTER BY OTHERS

4'-7"

REMOVABLE TOEKICK (THIS SIDE ONLY)

ADJ PRINTER SHELF

FIXED SHELF

PULLOUT SHELF

PLAN VIEW

3'-6

"

2'-0 3/4"

SECTION DETAIL 'A' SECTION DETAIL 'B'

SHELFADJ PRINTER

PULLOUT

4'-7"

BA2'

-0 3

/4"

3'-6

"

2'-11"

CUSTOMER ELEVATION

2'-0 3/4"

MODULE UNIT 'C'

SECTION DETAIL

*PL#1: EXTERIOR

6"

PLAN VIEW

2'-0 3/4"

2'-0

3/4

"

2'-2 1

/2"

6"

3'-6

"

2'-0 3/4"

SECTION DETAIL

1'-8 1/4"

*PL#1: ENTIRE UNIT (INT & EXT)

FRONT ELEVATION

MODULE UNIT 'G'

PLAN VIEW

1'-8 1/4"

2'-0

3/4

"3 1/

4"

3'-6

"

1'-11 7/8"

FRONT ELEVATION

MODULE UNIT 'F'*PL#1: ENTIRE UNIT (INT & EXT)

PLAN VIEW

2'-0

3/4

"

1'-11 7/8"

2'-0 3/4"

SECTION DETAIL

DRAWER DETAIL

1'-3"

FIXED SHELF

4'-0"

PLAN VIEW

FRONT ELEVATION

4'-0"

*PL#1: ENTIRE UNIT (INT & EXT)MODULE UNIT 'E'

3'-6

"36

" AT

AD

A C

OU

NTE

R2'

-0 3

/4"

2'-0 3/4"

SECTION DETAIL

2'-0

3/4

"

3'-6

"

SECTION DETAIL 'B'SECTION DETAIL 'A'

MODULE UNIT 'A' (LEFT)FRONT ELEVATION

*PL#1: ENTIRE UNIT (INT & EXT)*GRANITE COUNTER BY OTHERS

2'-0 3/4"4'-7"

REMOVABLE TOEKICK (THIS SIDE ONLY)

FIXED SHELF

ADJ PRINTER SHELF

AB4'-7"

PULLOUTPULLOUT SHELF

PLAN VIEW

SHELFADJ PRINTER

2'-5

"3'-6

"

5'-0"

FRONT ELEVATION

*PL#1: ENTIRE UNIT (INT & EXT)MODULE UNIT 'D'

SECTION DETAIL

2'-0 3/4"

PLAN VIEW

2'-0

3/4

"

DRAWER DETAIL

3 1/

4"

1'-3"

X

REVISIONS: DATE:NO.


DRAWING NUMBER:

DRAWING TITLE:

2641 IRVING BLVD.

DALLAS, TEXAS 75207

TEL: 214-638-6800


BID ISSUE DATE:


PERMIT ISSUE DATE:




464-022

TB/TP

LML/RHS

08/25/201709/26/2017

09/26/2017

09/26/2017

XX/XX/2017


ARCHITECT

SEAL

PROJECT NO.:

DRAWN BY:

CHECKED BY:

Architect

2641 IRVING BLVD.

DALLAS, TEXAS 75207

Thomas Alden Edson

214-638-6800

STA

TE OF FLORIDA

RE


EC

T

THOM

AS A L DEN EDSON

AR0010101

MILLWORK ELEVATIONS &DETAILS

A8.0

01 COFFEE BARSCALE: 1/2" = 1'-0" 02 CUSTOMER SERVICE COUNTER

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

03 MODULE 'A'SCALE: 1/2" = 1'-0" 04 MODULE 'AA'

SCALE: 1/2" = 1'-0" 05 MODULE 'C'SCALE: 1/2" = 1'-0" 06 MODULE 'E' (ADA)

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

07 MODULE 'F'SCALE: 1/2" = 1'-0" 08 MODULE 'G'

SCALE: 1/2" = 1'-0" 09 MODULE 'D'SCALE: 1/2" = 1'-0"

REVISIONS: DATE:NO.


DRAWING NUMBER:

DRAWING TITLE:

2641 IRVING BLVD.DALLAS, TEXAS 75207

TEL: 214-638-6800


BID ISSUE DATE:


PERMIT ISSUE DATE:


STORE #9454 PHILIPS HIGHWAY


464-022

08/25/2017XX/XX/2017

XX/XX/2017

09/25/2017

XX/XX/2017


ARCHITECT

SEAL

PROJECT NO.:DRAWN BY:CHECKED BY:

5020 Tennyson Parkway - Plano, TX 75024Dallas / Fort Worth 214.432.3030

Houston 832.532.2007 AO

S J

OB

#:

2084

-004

-17

MEP-1

COVER SHEETSYMBOLS

ABBREVIATIONS AND SYMBOLSPLUMBING

PIPING DESIGNATIONSELECTRICAL

EQUIPMENT DESIGNATIONS

PIPING SYMBOLSPIPING DESIGNATIONS

SYMBOLS

EQUIPMENT DESIGNATIONSMECHANICAL

MECHANCIAL/PLUMBING ABBREVIATIONS

LIGHT FIXTURE LABELING

LIGHT SWITCH SYMBOLS

FIRE PROTECTION SYMBOLS

POWER SYMBOLS ABBREVIATIONS

LIFE SAFETY SYMBOLS

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CONTRACTOR SHALL COORDINATE MEP DRAWINGS WITH ALL OTHER DISCIPLINES

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T

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FS

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FS

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P

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FD

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24x12

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M

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M

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BDD

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WCO

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CO/

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GCO

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FCO/

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CHILLED WATER SUPPLY CHILLED WATER RETURN CONDENSER WATER SUPPLY CONDENSER WATER RETURN HEATING WATER SUPPLY HEATING WATER RETURN HEAT PUMP WATER SUPPLY HEAT PUMP WATER RETURN EXPANSION LINE CONDENSATE DRAIN

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CHS CHR CWS CWR HWS HWR HPWS HPWR E CD

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NEW FAN POWERED BOX EXISTING FAN POWERED BOX NEW VAV EXISTING VAV NEW DUCTWORK EXISTING DUCTWORK DEMOLISHED DUCTWORK SUPPLY OR OUTSIDE AIR DUCT RETURN OR EXHAUST AIR DUCT DUCT TURNING UP DUCT TURNING DOWN CLEAR INSIDE DUCT DIMENSION, FIRST VALUE IS DUCT WIDTH DUCT TRANSITION DUCT TAP WITH MANUAL VOLUME DAMPER NEW SUPPLY AIR GRILLE NEW RETURN AIR GRILLE NEW EXHAUST AIR GRILLE EXISTING SUPPLY AIR GRILLE EXISTING RETURN AIR GRILLE EXISTING EXHAUST AIR GRILLE SIDEWALL OUTLET SIDEWALL INLET THERMOSTAT/SENSOR HUMIDISTAT DUCT SMOKE DETECTOR MANUAL VOLUME DAMPER (VD) FIRE DAMPER (FD) SMOKE DAMPER (SD) FIRE/SMOKE COMBINATION DAMPER (FSD) AUTOMATIC DAMPER, OPPOSED BLADE AUTOMATIC DAMPER, PARALLEL BLADE BACK DRAFT DAMPER

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T

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H

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S

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FSD

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ACAIR COMPRESSOR AIR COMPRESSOR AFAIR FILTER AIR FILTER AH/AHUAIR HANDLING UNIT AIR HANDLING UNIT ASAIR SEPARATOR AIR SEPARATOR BFBOOSTER FAN BOOSTER FAN CPCIRCULATING PUMP CIRCULATING PUMP CRACCOMPUTER ROOM AIR CONDITIONER COMPUTER ROOM AIR CONDITIONER CTCOOLING TOWER COOLING TOWER CUCONDENSING UNIT, AIR COOLED CONDENSING UNIT, AIR COOLED CVTCONSTANT VOLUME FAN TERMINAL COOL/HEAT CONSTANT VOLUME FAN TERMINAL COOL/HEAT EDHELECTRIC DUCT HEATER ELECTRIC DUCT HEATER EFEXHAUST FAN EXHAUST FAN EUHELECTRIC UNIT HEATER ELECTRIC UNIT HEATER FCUFAN COIL UNIT FAN COIL UNIT FDFIRE DAMPER FIRE DAMPER FPBFAN POWERED BOX FAN POWERED BOX FSDFIRE/SMOKE COMBINATION DAMPER FIRE/SMOKE COMBINATION DAMPER GRVGRAVITY ROOF VENTILATOR GRAVITY ROOF VENTILATOR GUHGAS-FIRED UNIT HEATER GAS-FIRED UNIT HEATER HCHEATING COIL HEATING COIL HPHEAT PUMP, AIR SOURCE HEAT PUMP, AIR SOURCE HUMHUMIDIFIER HUMIDIFIER HXHEAT EXCHANGER HEAT EXCHANGER IRHINFRARED HEATER INFRARED HEATER KEFKITCHEN EXHAUST FAN KITCHEN EXHAUST FAN KSFKITCHEN SUPPLY FAN KITCHEN SUPPLY FAN MAUMAKE-UP AIR UNIT MAKE-UP AIR UNIT MDMOTORIZED DAMPER MOTORIZED DAMPER RTUROOF TOP UNIT ROOF TOP UNIT SASOUND ATTENUATOR SOUND ATTENUATOR SDSMOKE DAMPER SMOKE DAMPER SFSUPPLY FAN SUPPLY FAN VAVVARIABLE VOLUME TERMINAL - COOL ONLY VARIABLE VOLUME TERMINAL - COOL ONLY VFDVARIABLE FREQUENCY DRIVE VARIABLE FREQUENCY DRIVE VRFVARIABLE REFRIGERANT FLOW VARIABLE REFRIGERANT FLOW VSDVARIABLE SPEED DRIVE VARIABLE SPEED DRIVE VVTVARIABLE VOLUME & TEMPERATURE VARIABLE VOLUME & TEMPERATURE WHWALL HEATER WALL HEATER WSHPHEAT PUMP, WATER SOURCE HEAT PUMP, WATER SOURCE

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a

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b

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12

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A

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12

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A

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NL

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f

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M

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XX"

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TV

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S

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3

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4

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D

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S

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WP

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S

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M

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OS

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J

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CLG

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CLG

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CLG

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CLG

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CLG

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J

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CLG

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SD

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AFFABOVE FINISH FLOOR ABOVE FINISH FLOOR AFGABOVE FINISHED GRADE ABOVE FINISHED GRADE A/CABOVE CEILING ABOVE CEILING BASBUILDING AUTOMATION SYSTEM - SEE EMCS BUILDING AUTOMATION SYSTEM - SEE EMCS B/FBELOW FLOOR BELOW FLOOR BFFBELOW FINISHED FLOOR BELOW FINISHED FLOOR B/GBELOW GRADE BELOW GRADE BRFBELOW RAISED FLOOR BELOW RAISED FLOOR

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EXISTING TO REMAIN EXISTING TO BE REMOVED/DEMOLISHED DOMESTIC COLD WATER DOMESTIC HOT WATER DOMESTIC HOT WATER RETURN FIRE PROTECTION NATURAL GAS WATER SERVICE COMPRESSED AIR VACUUM INDIRECT WASTE SANITARY SEWER SANITARY VENT PRIMARY ROOF DRAIN OVERFLOW ROOF DRAIN STORM DRAIN BELOW GRADE SUB-SOIL DRAIN ACID WASTE ACID VENT GREASE WASTE TRAP PRIMER SUPPLY

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F G W A V D SS RD OD SD SSD AW AV GW TP

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ACAIR COMPRESSOR AIR COMPRESSOR CPCIRCULATION PUMP CIRCULATION PUMP ETEXPANSION TANK EXPANSION TANK EWCELECTRIC WATER COOLER ELECTRIC WATER COOLER FDFLOOR DRAIN FLOOR DRAIN FPFIRE PUMP FIRE PUMP FSFLOOR SINK FLOOR SINK HBHOSE BIBB HOSE BIBB HDHUB DRAIN HUB DRAIN JPJOCKEY PUMP JOCKEY PUMP LLAVATORY LAVATORY MSMOP SINK MOP SINK NFWHNON FREEZE WALL HYDRANT NON FREEZE WALL HYDRANT PRVPRESSURE REDUCING VALVE PRESSURE REDUCING VALVE RPBPREDUCED PRESSURE BACKFLOW PREVENTER REDUCED PRESSURE BACKFLOW PREVENTER RVRELIEF VALVE RELIEF VALVE SSINK SINK SASHOCK ARRESTOR SHOCK ARRESTOR SESEWAGE EJECTOR SEWAGE EJECTOR SHSHOWER SHOWER SPSUMP PUMP SUMP PUMP TDTRENCH DRAIN TRENCH DRAIN TMTHERMOSTATIC MIXING VALVE THERMOSTATIC MIXING VALVE TPTRAP PRIMER TRAP PRIMER UURINAL URINAL WCWATER CLOSET WATER CLOSET WCBWASHER CONNECTION BOX WASHER CONNECTION BOX WHWATER HEATERWATER HEATER

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PIPING UP PIPING DOWN CAPPED PIPE TERMINATION CONNECTION BOTTOM OF MAIN CONNECTION TOP OF MAIN DIRECTION OF FLOW SLOPE DOWN IN DIRECTION SHOWN CONCENTRIC REDUCER ECCENTRIC REDUCER GATE VALVE BALL VALVE BUTTERFLY VALVE GLOBE VALVE TEMPERATURE & PRESSURE RELIEF VALVE GAS COCK PRESSURE REGULATING VALVE CHECK VALVE HYDRAULIC SHOCK ARRESTOR SOLENOID VALVE ANGLE VALVE GAUGE COCK AIR VENT PRESSURE GAUGE STRAINER THERMOMETER WELL EXPANSION JOINT UNION HOSE BIBB OR HYDRANT THERMOMETER P-TRAP FLOOR DRAIN/FLOOR SINK WITH P-TRAP HUB DRAIN WITH P-TRAP FLOOR CLEANOUT OR GRADE CLEANOUT CLEANOUT OR WALL CLEANOUT DOUBLE CHECK BACKFLOW PREVENTER REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER CONNECT TO EXISTING

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FIRE DEPARTMENT VALVE WITH CABINET FLOW SWITCH ALARM VALVE DRY PIPE VALVE SIAMESE CONNECTION EXPOSED TYPE SIAMESE CONNECTION INSPECTORS TEST CONNECTION MOTOR GONG O.S.&Y. VALVE TAMPER SWITCH FLOOR CONTROL VALVE FIRE HOSE VALVE

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CLGCEILING CEILING COCLEANOUT CLEANOUT DCODOUBLE CLEANOUT DOUBLE CLEANOUT DSDOWNSPOUT DOWNSPOUT EMCSENERGY MANAGEMENT & CONTROL SYSTEM ENERGY MANAGEMENT & CONTROL SYSTEM FCOFLOOR CLEANOUT FLOOR CLEANOUT FLRFLOOR FLOOR GCOGRADE CLEANOUT GRADE CLEANOUT

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GWGREASE WASTE GREASE WASTE HWHOT WATER HOT WATER HWRHOT WATER RETURN HOT WATER RETURN MTDMOUNTED MOUNTED ODOVERFLOW DRAIN OVERFLOW DRAIN ODNOVERFLOW DOWNSPOUT NOZZLE OVERFLOW DOWNSPOUT NOZZLE PRVPRESSURE REDUCING VALVE PRESSURE REDUCING VALVE RDROOF DRAIN ROOF DRAIN

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RVRELIEF VALVE RELIEF VALVE SDSTORM DRAIN STORM DRAIN SSSANITARY SEWER SANITARY SEWER SVSANITARY VENT SANITARY VENT UNOUNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE VTRVENT THRU ROOF VENT THRU ROOF WCOWALL CLEANOUTWALL CLEANOUT

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ACALTERNATING CURRENT ALTERNATING CURRENT AAMPS AMPS AFFABOVE FINISHED FLOOR ABOVE FINISHED FLOOR ATSAUTOMATIC TRANSFER SWITCH AUTOMATIC TRANSFER SWITCH CCONDUIT CONDUIT CCTVCLOSED CIRCUIT T.V. CLOSED CIRCUIT T.V. CLGCEILING CEILING DPDISTRIBUTION PANEL DISTRIBUTION PANEL EGEQUIPMENT GROUND EQUIPMENT GROUND ELECELECTRIC ELECTRIC EMERGEMERGENCY EMERGENCY FAFIRE ALARM FIRE ALARM FAAPFIRE ALARM ANUNCIATOR PANEL FIRE ALARM ANUNCIATOR PANEL FACPFIRE ALARM CONTROL PANEL FIRE ALARM CONTROL PANEL FLRFLOOR FLOOR G,GRDGROUND GROUND GENGENERATOR GENERATOR GFIGROUND FAULT INTERRUPTER GROUND FAULT INTERRUPTER HPHORSE POWER HORSE POWER HVHIGH VOLTAGE HIGH VOLTAGE IGISOLATED GROUND ISOLATED GROUND JBJUNCTION BOX JUNCTION BOX LTSLIGHTS LIGHTS LTGLIGHTING LIGHTING LVLOW VOLTAGE LOW VOLTAGE MCBMAIN CIRCUIT BREAKER MAIN CIRCUIT BREAKER MDPMAIN DISTRIBUTION PANEL MAIN DISTRIBUTION PANEL MLOMAIN LUGS ONLY MAIN LUGS ONLY MTDMOUNTED MOUNTED HTG HTMOUNTING HEIGHT MOUNTING HEIGHT PPOLE POLE PHPHASE PHASE PBPULL BOX PULL BOX PNLPANEL PANEL REC,RECEPRECEPTACLE RECEPTACLE SSSAFETY SWITCH SAFETY SWITCH TELTELEPHONE TELEPHONE TVTELEVISION TELEVISION UNOUNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE VVOLTAGE VOLTAGE WPWEATHER PROOF WEATHER PROOF WTWATER TIGHT WATER TIGHT XFMRTRANSFORMER TRANSFORMER PHASE

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GENERAL PURPOSE RECEPTACLE XX=HEIGHT ABOVE FINISHED FLOOR FLOOR GENERAL PURPOSE RECEPTACLE CEILING GENERAL PURPOSE RECEPTACLE GFI RECEPTACLE 1/2 SWITCHED RECEPTACLE QUADRAPLEX RECEPTACLE FLOOR QUADRAPLEX RECEPTACLE CEILING QUADRAPLEX RECEPTACLE SPECIAL RECEPTACLE TELEVISION OUTLET TELEPHONE OUTLET FLOOR TELEPHONE OUTLET CEILING TELEPHONE OUTLET DATA OUTLET FLOOR DATA OUTLET CEILING DATA OUTLET TELE/DATA OUTLET FLOOR TELE/DATA OUTLET CEILING TELE/DATA OUTLET JUNCTION BOX - SIZE IN ACCORDANCE WITH NEC FOR SPECIFIC APPLICATION FLOOR JUNCTION BOX CEILING JUNCTION BOX COMBINATION MOTOR STARTER & FUSED DISCONNECT NON-FUSED DISCONNECT SWITCH 'WP' INDICATES WEATHER PROOF, MOTOR RATED FUSED DISCONNECT SWITCH (EX.30/15/3 = 30A RATED DISC., 15A 30/15/3 = 30A RATED DISC., 15A FUSES, 3 PHASE) 'WP' INDICATES WEATHER PROOF, MOTOR RATED CIRCUIT BREAKER IN NEMA ENCLOSURE MOTOR CIRCUIT HOME RUN CROSS MARKS INDICATE WIRES (NEUTRAL, HOT, COMMON GROUND, ISOLATED GROUND) PANELBOARD (240 VOLT AND BELOW) PANELBOARD (480 VOLT) TRANSFORMER EMERGENCY POWER OFF (EPO) BUTTON COPPER GROUND BAR ASSEMBLY KWH METER

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UPPERCASE LETTER - INDICATES FIXTURE TYPE, REFER TO FIXTURE SCHEDULE LOWERCASE LETTER - INDICATED SWITCHING GROUP NUMBER INDICATES CIRCUIT NL - INDICATES NIGHT LIGHT FIXTURE WITH BI-LEVEL SWITCHING. LOWER CASE LETERS INDICATE SWITCH LEGS

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SINGLE POLE SWITCH THREE WAY SWITCH FOUR WAY SWITCH DIMMER SWITCH WEATHERPROOF SWITCH MANUAL MOTOR CONTROLLER, MOTOR RATED OCCUPANCY SENSOR SWITCH WALL MOUNTED OCCUPANCY SENSOR CEILING MOUNTED OCCUPANCY SENSOR

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UNSWITCHED EMERGENCY FIXTURE WITH BATTERY BACKUP EXIT SIGN WITH BATTERY BACKUP FLUSH MOUNTED CEILING SPEAKER ASSEMBLY WITH BACK BOX, TRANSFORMER, AND CEILING BAFFLE (WHITE) FIRE ALARM STROBE - VISUAL ONLY COORDINATE FINISH WITH ARCHITECT FIRE ALARM STROBE - COMBINATION AUDIO & VISUAL COORDINATE FINISH WITH ARCHITECT FIRE ALARM HORN - AUDIO ONLY COORDINATE FINISH WITH ARCHITECT FIRE ALARM MANUAL PULL STATION COORDINATE FINISH WITH ARCHITECT FIRE ALARM SMOKE DETECTOR - 120V W/ BATTERY BACK UP. COORDINATE FINISH WITH ARCHITECT X=DD (DUCT DETECTOR), X=SS (SINGLE STATION) X=ER (ELEVATOR RECALL) FIRE ALARM HEAT DETECTOR - 120V W/ BATTERY BACK UP COORDINATE FINISH WITH ARCHITECT HATCHED FIXTURE INDICATES UNSWITCHED FIXTURE ON EMERGENCY CIRCUIT OR BATTERY PACK BATTERY PACKS SHALL BE SELF-TESTING TYPE AND SHALL BE RATED FOR 90 MINUTES

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F

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H

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F

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F

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ALL SYMBOLS MAY NOT APPEAR ON DRAWINGS.

REVISIONS: DATE:NO.


DRAWING NUMBER:

DRAWING TITLE:


TEL: 214-638-6800


BID ISSUE DATE:


PERMIT ISSUE DATE:




464-022

08/25/2017XX/XX/2017

XX/XX/2017

09/25/2017

XX/XX/2017


ARCHITECT

SEAL



Houston 832.532.2007 AO

S J

OB

#:

2084

-004

-17

MEP-2

COVER SHEETNOTES

GENERAL NOTES

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ELECTRICAL NOTES: 1.FOR EXACT LIGHT FIXTURE LOCATIONS, LIGHT FIXTURE SPECIFICATIONS, EXACT RECEPTACLE LOCATIONS AND MOUNTING HEIGHTS, REFER TO ARCHITECTURAL FOR EXACT LIGHT FIXTURE LOCATIONS, LIGHT FIXTURE SPECIFICATIONS, EXACT RECEPTACLE LOCATIONS AND MOUNTING HEIGHTS, REFER TO ARCHITECTURAL PLANS AND DETAILS. MEP PLANS ARE FOR CIRCUITING INFORMATION AND LIFE SAFETY ONLY. 2.COORDINATE SWITCH/DIMMER LOCATIONS AND SWITCHING/DIMMING PATTERNS WITH ARCHITECT PRIOR TO INSTALLATION. COORDINATE SWITCH/DIMMER LOCATIONS AND SWITCHING/DIMMING PATTERNS WITH ARCHITECT PRIOR TO INSTALLATION. 3.POKE-THROUGH/FLOOR BOX SPECIFICATIONS SHALL BE AS FOLLOWS: POKE-THROUGH/FLOOR BOX SPECIFICATIONS SHALL BE AS FOLLOWS: DUPLEX - WALKER RC3 (OR EQUIVALENT) QUADRAPLEX - WALKER RC4 (OR EQUIVALENT) FURNITURE FEED (TWO DEVICES SHOWN) - WALKER RC7FFTC FOR POWER, WALKER RC900AM-114 FOR TELE/DATA (OR EQUIVALENTS) FURNITURE FEED (ONE DEVICE SHOWN) - WALKER RC9FFTC COMBINATION POWER/TELE/DATA TOMBSTONE (OR EQUIVALENT) SLAB ON GRADE FLOOR BOX - WALKER OMNIBOX 880CS3-1 (OR EQUIVALENT) 4.TENANT'S CABLING VENDOR TO VERIFY THAT TELE/DATA POKE-THROUGH QUANTITIES SHOWN ON PLANS ARE SUFFICIENT FOR CABLING REQUIREMENTS. TENANT'S CABLING VENDOR TO VERIFY THAT TELE/DATA POKE-THROUGH QUANTITIES SHOWN ON PLANS ARE SUFFICIENT FOR CABLING REQUIREMENTS. CONTACT AOS/ARCHITECT IF ADDITIONAL DEVICES ARE REQUIRED. 5.PROVIDE OUTLET BOXES FOR ALL RECEPTACLES, SWITCHES, TELE/DATA DEVICES, ETC. AS REQUIRED PER PLANS. PROVIDE OUTLET BOXES FOR ALL RECEPTACLES, SWITCHES, TELE/DATA DEVICES, ETC. AS REQUIRED PER PLANS. 6.ALL WET LOCATION RECEPTACLES (WITHIN 6' OF WET LOCATION) SHALL BE RATED 'GFI'. ALL OUTDOOR RECEPTACLES SHALL BE RATED 'WP' AND 'GFI'. ALL ALL WET LOCATION RECEPTACLES (WITHIN 6' OF WET LOCATION) SHALL BE RATED 'GFI'. ALL OUTDOOR RECEPTACLES SHALL BE RATED 'WP' AND 'GFI'. ALL VENDING MACHINE RECEPTACLES TO BE GFI PROTECTED. 7.ALL RECEPTACLES SHALL BE GROUNDED. ALL DEVICES TO MATCH BUILDING STANDARD TYPE, U.N.O. ON PLANS. ALL FINISHES SHALL BE SELECTED BY ALL RECEPTACLES SHALL BE GROUNDED. ALL DEVICES TO MATCH BUILDING STANDARD TYPE, U.N.O. ON PLANS. ALL FINISHES SHALL BE SELECTED BY ARCHITECT. 8.COORDINATE WITH BUILDING MANAGEMENT AND STRUCTURAL ENGINEER PRIOR TO INSTALLING ANY PENETRATIONS THROUGH SLABS, FIRE RATED WALLS, AND COORDINATE WITH BUILDING MANAGEMENT AND STRUCTURAL ENGINEER PRIOR TO INSTALLING ANY PENETRATIONS THROUGH SLABS, FIRE RATED WALLS, AND ROOFS TO VERIFY ANY X-RAY OR OTHER REQUIREMENTS NECESSARY PRIOR TO PERFORMING WORK. FINISHED INSTALLATION SHALL MAINTAIN FIRE PROOF, WATER PROOF, AND STRUCTURAL INTEGRITY OF SYSTEM PENETRATED. 9.ALL 120V AND 277V BRANCH CIRCUITS ARE PROTECTED BY 1P/20A BREAKERS U.N.O. ON PLANS. ALL 120V AND 277V BRANCH CIRCUITS ARE PROTECTED BY 1P/20A BREAKERS U.N.O. ON PLANS. 10.AT ALL LOCATIONS WHERE MULTIPLE SWITCHES ARE LOCATED TOGETHER, CONTRACTOR SHALL GANG SWITCHES UNDER ONE COVER PLATE. AT ALL LOCATIONS WHERE MULTIPLE SWITCHES ARE LOCATED TOGETHER, CONTRACTOR SHALL GANG SWITCHES UNDER ONE COVER PLATE. 11.ALL NEW LIGHT FIXTURES TO BE PROVIDED WITH LAMPS INCLUDED. ALL NEW/RELOCATED LIGHT FIXTURES SHALL BE SUPPORTED FROM ABOVE STRUCTURE, ALL NEW LIGHT FIXTURES TO BE PROVIDED WITH LAMPS INCLUDED. ALL NEW/RELOCATED LIGHT FIXTURES SHALL BE SUPPORTED FROM ABOVE STRUCTURE, SEPARATE FROM CEILING GRID. PROVIDE AND INSTALL ALL REQUIRED ACCESSORIES RECOMMENDED BY MANUFACTURER FOR A COMPLETE INSTALLATION. CLEAN AND RELAMP ALL EXISTING TO REMAIN FIXTURES AS REQUIRED, VERIFY EXACT SCOPE IN FIELD. 12.ALL CONDUCTORS ARE TO BE COPPER, #12 GAUGE MINIMUM. CIRCUITS OF 120V EXCEEDING 115 FEET AND CIRCUITS OF 277V EXCEEDING 270 FEET SHALL ALL CONDUCTORS ARE TO BE COPPER, #12 GAUGE MINIMUM. CIRCUITS OF 120V EXCEEDING 115 FEET AND CIRCUITS OF 277V EXCEEDING 270 FEET SHALL BE #10 GAUGE MINIMUM. CONTROL WIRING SHALL BE #14 GAUGE MINIMUM. ALL CONNECTIONS SHALL BE MADE WITH U.L. LISTED CONNECTORS. UPSIZE ALL SHARED NEUTRALS TO #10 WIRE. 13.DEMOLISH ALL UNUSED CONDUIT AND WIRING BACK TO SOURCE. DEMOLISH ALL UNUSED CONDUIT AND WIRING BACK TO SOURCE. 14.UTILIZE EXISTING BASE BUILDING EMERGENCY LIGHTING CIRCUITS FOR ALL EMERGENCY FIXTURES AND EXIT SIGNS. VERIFY MAXIMUM OF 16A PER CIRCUIT UTILIZE EXISTING BASE BUILDING EMERGENCY LIGHTING CIRCUITS FOR ALL EMERGENCY FIXTURES AND EXIT SIGNS. VERIFY MAXIMUM OF 16A PER CIRCUIT AFTER ADDITION OF NEW FIXTURES. IN THE ABSENCE OF EMERGENCY CIRCUITS, PROVIDE AND INSTALL BATTERY PACKS IN ALL EMERGENCY FIXTURES AND EXIT SIGNS. 15.IF ENERGY MANAGEMENT SYSTEM (EMS) IS PRESENT IN BUILDING, CONTRACTOR TO ROUTE ALL LIGHTING CIRCUITS THROUGH EMS AS DIRECTED BY BUILDING IF ENERGY MANAGEMENT SYSTEM (EMS) IS PRESENT IN BUILDING, CONTRACTOR TO ROUTE ALL LIGHTING CIRCUITS THROUGH EMS AS DIRECTED BY BUILDING ENGINEER. COORDINATE IN FIELD. 16.PROVIDE POWER TO ALL NEW HVAC, VAV BOXES, DAMPERS, ETC. FROM NEAREST 120V GENERAL PURPOSE CIRCUIT OR FROM BUILDING HVAC CONTROL PANEL PROVIDE POWER TO ALL NEW HVAC, VAV BOXES, DAMPERS, ETC. FROM NEAREST 120V GENERAL PURPOSE CIRCUIT OR FROM BUILDING HVAC CONTROL PANEL AS REQUIRED. MATCH BUILDING STANDARD. COORDINATE ANY CONNECTIONS TO CONTROL SYSTEM WITH BUILDING ENGINEER. VERIFY LOCATIONS AND QUANTITIES WITH MECHANICAL PLANS. PROVIDE LOCAL DISCONNECT SWITCH AT EQUIPMENT. 17.STEEL EMT CONDUIT SHALL BE UTILIZED FOR ALL HOME RUNS, 3/4" U.N.O. ON PLANS. MC CABLE SHALL BE ALLOWED FOR BRANCH WIRING BETWEEN STEEL EMT CONDUIT SHALL BE UTILIZED FOR ALL HOME RUNS, 3/4" U.N.O. ON PLANS. MC CABLE SHALL BE ALLOWED FOR BRANCH WIRING BETWEEN LIGHTS AND RECEPTACLES U.N.O. 18.FOR EACH SINGLE PHASE OR THREE PHASE MOTOR, CONTRACTOR TO INSTALL LOCAL DISCONNECT. REFERENCE PLANS FOR DISCONNECT TYPE. FOR EACH SINGLE PHASE OR THREE PHASE MOTOR, CONTRACTOR TO INSTALL LOCAL DISCONNECT. REFERENCE PLANS FOR DISCONNECT TYPE. 19.ALL FEEDERS AND BRANCH WIRING (120-480V), CONTROL WIRING, AND COMMUNICATION WIRING (LOW VOLTAGE) SHALL BE COMPLETELY ENCLOSED IN ALL FEEDERS AND BRANCH WIRING (120-480V), CONTROL WIRING, AND COMMUNICATION WIRING (LOW VOLTAGE) SHALL BE COMPLETELY ENCLOSED IN ELECTRICAL RACEWAY FROM SOURCE TO TERMINATION. INSTALL NYLON PULL CORD IN ALL RACEWAYS. ALL RACEWAYS SHALL BE FULLY SUPPORTED FROM SOURCE TO TERMINATION. PROVIDE AND INSTALL ALL SUPPORTING MEANS AS REQUIRED FOR A COMPLETE SYSTEM. CONTRACTOR TO INSTALL PULL BOXES, JUNCTION BOXES, WIREWAYS, ETC. WHERE REQUIRED PER NEC FOR A COMPLETE, CODE COMPLIANT SYSTEM. 20.CONTRACTOR TO REFERENCE MECHANICAL AND PLUMBING DRAWINGS FOR EXACT LOCATIONS AND QUANTITIES OF ALL HVAC/PLUMBING EQUIPMENT PRIOR TO CONTRACTOR TO REFERENCE MECHANICAL AND PLUMBING DRAWINGS FOR EXACT LOCATIONS AND QUANTITIES OF ALL HVAC/PLUMBING EQUIPMENT PRIOR TO SUBMITTING BID AND ROUTING CIRCUITRY. CONTACT AOS IMMEDIATELY IF MECHANICAL/PLUMBING PLANS SHOW EQUIPMENT THAT IS NOT CIRCUITED ON ELECTRICAL PLANS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE POWER TO ALL NEW HVAC/PLUMBING EQUIPMENT, TO ENSURE A COMPLETE, WORKABLE SYSTEM. 21.CONTRACTOR TO OBTAIN APPROVAL FROM BUILDING MANAGEMENT FOR ANY SHUTDOWNS REQUIRED. UNDER NO CIRCUMSTANCES SHALL ANY ELECTRICAL CONTRACTOR TO OBTAIN APPROVAL FROM BUILDING MANAGEMENT FOR ANY SHUTDOWNS REQUIRED. UNDER NO CIRCUMSTANCES SHALL ANY ELECTRICAL DISTRIBUTION EQUIPMENT BE SHUT DOWN WITHOUT THE EXPRESS PERMISSION OF BUILDING MANAGEMENT. 22.CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY DAMAGE TO PROPERTY (OR ADJACENT PROPERTY) CAUSED BY HIM DURING CONSTRUCTION AND FOR CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY DAMAGE TO PROPERTY (OR ADJACENT PROPERTY) CAUSED BY HIM DURING CONSTRUCTION AND FOR THE REPLACEMENT/REPAIR THEREOF. 23.CONTRACTOR SHALL HONOR ALL GUARANTEE COMMITMENTS FOR THE DESIGNATED TIME FRAME. REPLACE/REPAIR ANY FAILING EQUIPMENT/SYSTEMS AS CONTRACTOR SHALL HONOR ALL GUARANTEE COMMITMENTS FOR THE DESIGNATED TIME FRAME. REPLACE/REPAIR ANY FAILING EQUIPMENT/SYSTEMS AS DIRECTED BY BUILDING MANAGEMENT DURING THIS TIME FRAME. 24.ALL NEW EQUIPMENT TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. CONTRACTOR TO PROVIDE AND INSTALL ALL APPURTENANCES NECESSARY ALL NEW EQUIPMENT TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. CONTRACTOR TO PROVIDE AND INSTALL ALL APPURTENANCES NECESSARY FOR A COMPLETE INSTALLATION. 25.ALL WORK SHALL FULLY COMPLY WITH ALL APPLICABLE CODES. CONTACT AOS AND/OR LOCAL CODE OFFICIALS TO RESOLVE ANY QUESTIONS REGARDING CODE ALL WORK SHALL FULLY COMPLY WITH ALL APPLICABLE CODES. CONTACT AOS AND/OR LOCAL CODE OFFICIALS TO RESOLVE ANY QUESTIONS REGARDING CODE ISSUES PRIOR TO PERFORMING WORK. SHOULD CONTRACTOR PROCEED WITH WORK IN QUESTION WITHOUT COORDINATING WITH CODE OFFICIALS, CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH RE-WORK DUE TO CODE VIOLATIONS. 26.PRIOR TO SUBMITTING BID, CONTRACTOR TO VISIT SITE TO FAMILIARIZE HIM/HER SELF WITH ALL EXISTING FIELD CONDITIONS. NOTIFY ARCHITECT/AOS OF PRIOR TO SUBMITTING BID, CONTRACTOR TO VISIT SITE TO FAMILIARIZE HIM/HER SELF WITH ALL EXISTING FIELD CONDITIONS. NOTIFY ARCHITECT/AOS OF ANY ITEMS DISCOVERED THAT ARE NOT COVERED ON PLANS THAT WILL AFFECT PRICING. 27.ALL NEW TRANSFORMERS SHALL U.L. LISTED DRY TYPE. SEE PLANS FOR RATINGS. ALL FLOOR EQUIPMENT SHALL BE MOUNTED ON 4" HOUSEKEEPING PAD. ALL NEW TRANSFORMERS SHALL U.L. LISTED DRY TYPE. SEE PLANS FOR RATINGS. ALL FLOOR EQUIPMENT SHALL BE MOUNTED ON 4" HOUSEKEEPING PAD. 28.REFERENCE PLANS FOR ALL NEW EQUIPMENT LOCATIONS. MANUFACTURER OF ALL NEW DISTRIBUTION EQUIPMENT SHALL MATCH BUILDING STANDARD. VERIFY REFERENCE PLANS FOR ALL NEW EQUIPMENT LOCATIONS. MANUFACTURER OF ALL NEW DISTRIBUTION EQUIPMENT SHALL MATCH BUILDING STANDARD. VERIFY MANUFACTURER DURING SITE VISIT. ALL NEW PANELBOARDS TO HAVE COPPER BUS. 29.FINISHED WORK TO FULLY COMPLY WITH ALL BASE BUILDING STANDARDS. OBTAIN MANUAL OF BUILDING STANDARDS FROM BUILDING MANAGEMENT PRIOR TO FINISHED WORK TO FULLY COMPLY WITH ALL BASE BUILDING STANDARDS. OBTAIN MANUAL OF BUILDING STANDARDS FROM BUILDING MANAGEMENT PRIOR TO SUBMITTING BID AND BEGINNING WORK. 30.LOCAL DISCONNECTS ARE PROVIDED WITH ALL CRAC (COMPUTER ROOM AIR CONDITIONING) EQUIPMENT U.N.O. LOCAL DISCONNECTS ARE PROVIDED WITH ALL CRAC (COMPUTER ROOM AIR CONDITIONING) EQUIPMENT U.N.O. 31.ALL SURFACE MOUNTED RACEWAY SHALL BE ALUMINUM WITH DIVIDER. RACEWAYS SHALL BE SIZED PER NEC FOR WIRE QUANTITY THROUGH RACEWAY. FINISH ALL SURFACE MOUNTED RACEWAY SHALL BE ALUMINUM WITH DIVIDER. RACEWAYS SHALL BE SIZED PER NEC FOR WIRE QUANTITY THROUGH RACEWAY. FINISH OF RACEWAY TO BE SELECTED BY ARCHITECT. 32.CONTRACTOR TO INSTALL NEW KWH METERS FOR ANY NEW CRAC EQUIPMENT, OR FOR ANY NEW SUPPLEMENTAL HVAC SPLIT SYSTEMS OR ROOF TOP UNITS. CONTRACTOR TO INSTALL NEW KWH METERS FOR ANY NEW CRAC EQUIPMENT, OR FOR ANY NEW SUPPLEMENTAL HVAC SPLIT SYSTEMS OR ROOF TOP UNITS. REFERENCE PLANS FOR MORE DETAILED METERING INSTRUCTIONS. 33.UPDATE ALL AFFECTED PANEL SCHEDULES UPON COMPLETION OF WORK. UPDATED SCHEDULES MUST BE TYPED. UPDATE ALL AFFECTED PANEL SCHEDULES UPON COMPLETION OF WORK. UPDATED SCHEDULES MUST BE TYPED. 34.ALL ELECTRIC ROOM INSTALLATIONS SHALL BE DONE IN SUCH A WAY AS TO MAXIMIZE WALL/FLOOR SPACE FOR FUTURE EQUIPMENT. ALL ELECTRIC ROOM INSTALLATIONS SHALL BE DONE IN SUCH A WAY AS TO MAXIMIZE WALL/FLOOR SPACE FOR FUTURE EQUIPMENT. 35.THE FIRE ALARM CONTRACTOR IS RESPONSIBLE FOR SUBMITTING FIRE ALARM CONSTRUCTION DOCUMENTS TO LOCAL OFFICIALS FOR PERMIT. FIRE ALARM THE FIRE ALARM CONTRACTOR IS RESPONSIBLE FOR SUBMITTING FIRE ALARM CONSTRUCTION DOCUMENTS TO LOCAL OFFICIALS FOR PERMIT. FIRE ALARM CONTRACTOR IS RESPONSIBLE FOR DETERMINING EXACT QUANTITIES AND LOCATIONS OF ALL FIRE ALARM DEVICES TO MEET ALL APPLICABLE CODES AND FOR DETERMINING REQUIREMENTS FOR CONNECTIONS TO EXISTING BUILDING FIRE ALARM SYSTEM TO ENSURE A COMPLETE, WORKABLE SYSTEM. INSTALL NEW FIRE ALARM SYSTEM IN BUILDING WHERE DIRECTED BY LOCAL CODE OFFICIALS. 36.CONTRACTOR SHALL PROVIDE ALL ITEMS AND ACCESSORIES AS REQUIRED PER ALL RELATED MANUFACTURER'S RECOMMENDATIONS TO PROVIDE A COMPLETE, CONTRACTOR SHALL PROVIDE ALL ITEMS AND ACCESSORIES AS REQUIRED PER ALL RELATED MANUFACTURER'S RECOMMENDATIONS TO PROVIDE A COMPLETE, WORKABLE ELECTRICAL SYSTEM PER THE INTENT OF THE CONTRACT DOCUMENTS, EVEN THOUGH ALL NECESSARY ITEMS AND ACCESSORIES ARE NOT SHOWN ON PLANS. 37.CONTRACTOR TO INSTALL A GROUNDING SYSTEM THAT FULLY COMPLIES WITH THE NEC AND ANY LOCAL CODES. CONTRACTOR TO INSTALL A GROUNDING SYSTEM THAT FULLY COMPLIES WITH THE NEC AND ANY LOCAL CODES. 38.CONTRACTOR TO INSTALL CONDUIT WITH PULL STRING FROM BUILDING TELEPHONE CLOSET TO TENANT'S PHONE BOARD. COORDINATE EXACT CONDUIT SIZE CONTRACTOR TO INSTALL CONDUIT WITH PULL STRING FROM BUILDING TELEPHONE CLOSET TO TENANT'S PHONE BOARD. COORDINATE EXACT CONDUIT SIZE AND CONDUIT ROUTING IN FIELD WITH TENANT AND BUILDING ENGINEER. 39.CONTRACTOR TO ROUTE 1-#6 INSULATED GROUND WIRE FROM BUILDING GROUND RISER TO TENANT TELEPHONE BOARD. IF TENANT HAS COPPER GROUND CONTRACTOR TO ROUTE 1-#6 INSULATED GROUND WIRE FROM BUILDING GROUND RISER TO TENANT TELEPHONE BOARD. IF TENANT HAS COPPER GROUND BAR IN SERVER/IT ROOM, CONTRACTOR MAY UTILIZE IT TO SERVE #6 GROUND WIRE TO PHONE BOARD. COORDINATE EXACT GROUNDING REQUIREMENTS IN FIELD WITH TELEPHONE SYSTEM INSTALLER PRIOR TO INSTALLING GROUND WIRE.

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DEMOLITION NOTES: 1.PROTECT THE EXISTING EQUIPMENT AND SYSTEMS TO REMAIN OPERATIONAL. PROTECT THE EXISTING EQUIPMENT AND SYSTEMS TO REMAIN OPERATIONAL. IF DAMAGED OR DISTURBED IN THE COURSE OF THE DEMOLITION WORK, IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPAIR OR REPLACE WITH NEW PRODUCT OF EQUAL CAPACITY, QUALITY AND FUNCTIONALITY. 2.CONTRACTOR SHALL COORDINATE WITH THE OWNER TO ARRANGE THE SHUT CONTRACTOR SHALL COORDINATE WITH THE OWNER TO ARRANGE THE SHUT OFF OF UTILITIES. 3.CONTRACTOR SHALL BOX AND/OR PALLETIZE ALL DEMOLISHED EQUIPMENT CONTRACTOR SHALL BOX AND/OR PALLETIZE ALL DEMOLISHED EQUIPMENT AND PROTECT IT ON SITE. REMOVE THESE ITEMS FROM THE SITE AT THE DIRECTION OF THE OWNER. 4.CONTRACTOR SHALL NOT CONSIDER DEMOLITION AND ALTERATION NOTES TO CONTRACTOR SHALL NOT CONSIDER DEMOLITION AND ALTERATION NOTES TO BE ALL-INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT AND ASSESS EACH AREA TO FULFILL THE INTENT OF THE COMPLETE DESIGN. REFER TO ARCHITECTURAL DOCUMENTS FOR DEFINITION OF SCOPE FOR DEMOLITION AREAS AND ADDITIONAL REQUIREMENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE TO CONFIRM THE EXTENT OF DEMOLITION AND RESOLVE ANY DISCREPANCIES WITH OWNER'S/LANDLORD'S CONSTRUCTION MANAGER. 5.FOR DEMOLITION AREAS, THE CONTRACTOR SHALL REVIEW THE FOR DEMOLITION AREAS, THE CONTRACTOR SHALL REVIEW THE ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL AND FIRE SUPPRESSION DEMOLITION DRAWINGS AND REMOVE WIRING, RACEWAYS, AND ELECTRICAL EQUIPMENT ASSOCIATED WITH THE MECHANICAL, PLUMBING AND FIRE SUPPRESSION DEMOLITION. 6.ENSURE THAT ALL LIFE SAFETY SYSTEMS REMAIN OPERATIONAL AND MEET ENSURE THAT ALL LIFE SAFETY SYSTEMS REMAIN OPERATIONAL AND MEET LIFE SAFETY CODE REQUIREMENTS FOR ALL OCCUPIED AREAS THAT REMAIN OPERATIONAL DURING/AFTER DEMOLITION. THIS INCLUDES, BUT IS NOT LIMITED TO, EGRESS PATHWAYS, FIRE ALARM SYSTEMS, EGRESS LIGHTING AND OTHER LIFE SAFETY SYSTEMS. 7.PROTECT EXISTING EQUIPMENT AND SYSTEMS INTENDED TO REMAIN PROTECT EXISTING EQUIPMENT AND SYSTEMS INTENDED TO REMAIN OPERATIONAL. IF DAMAGED OR DISTURBED IN THE COURSE OF THE DEMOLITION WORK, IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPAIR OR REPLACE WITH NEW PRODUCT OF EQUAL CAPACITY, QUALITY AND FUNCTIONALITY. 8.RE-ROUTE AND RE-CONNECT ANY CIRCUIT(S) THAT ARE TO REMAIN IN USE RE-ROUTE AND RE-CONNECT ANY CIRCUIT(S) THAT ARE TO REMAIN IN USE BUT INTERFERES WITH THE NEW CONSTRUCTION. 9.WORK REQUIRING INTERRUPTION OF ELECTRICAL POWER, WHICH WOULD WORK REQUIRING INTERRUPTION OF ELECTRICAL POWER, WHICH WOULD ADVERSELY AFFECT THE NORMAL OPERATION OF THE OWNER/LANDLORD'S PROPERTY OR OTHER BUILDING TENANTS, SHALL BE DONE AT A TIME OTHER THAN NORMAL WORKING HOURS. SCHEDULE ALL OUTAGES WITH OWNER/LANDLORD PRIOR TO SHUTDOWN. 10.OWNER/LANDLORD RESERVES THE RIGHTS TO ALL DEMOLISHED MATERIALS. OWNER/LANDLORD RESERVES THE RIGHTS TO ALL DEMOLISHED MATERIALS. COORDINATE AND VERIFY EQUIPMENT INTENDED TO BE SALVAGED PRIOR TO DEMOLITION. MATERIALS THAT OWNER/LANDLORD REQUESTS TO BE RE-USED OR SALVAGED, THE MATERIALS SHALL BE REMOVED IN A NEAT WORKMAN LIKE METHOD TO ALLOW THEIR RE-USE. PROTECT THE SALVAGE MATERIALS FOR REUSE BY PROPERLY PACKAGING THE MATERIALS TO PROTECT SALVAGED MATERIALS FROM DAMAGE; SECURELY PACKAGE ALL SALVAGE MATERIAL'S INSTALLATION HARDWARE AND PARTS TO SALVAGED MATERIALS. 11.REMOVE UNUSED BRANCH CIRCUITS BACK TO BRANCH PANELBOARD OF REMOVE UNUSED BRANCH CIRCUITS BACK TO BRANCH PANELBOARD OF ORIGIN, MARK BREAKER AS 'SPARE' AND MAKE ELECTRICALLY SAFE. REMOVE ALL ABANDONED CONDUITS ABOVE LAY-IN CEILING, EXPOSED CONDUITS, FLEXIBLE CONDUITS, SURFACE RACEWAY, SURFACE MOUNTED OUTLET/JUNCTION BOXES, AND EQUIPMENT UNLESS NOTED OTHERWISE. 12.REMOVE DEMOLISHED MATERIAL FROM PROJECT SITE IN ACCORDANCE WITH REMOVE DEMOLISHED MATERIAL FROM PROJECT SITE IN ACCORDANCE WITH ALL APPLICABLE CODES, STANDARDS AND REGULATIONS. FOLLOW ALL STATE AND LOCAL REGULATIONS AND CODES FOR PROPER DISPOSAL.

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MECHANICAL NOTES: 1.IT IS THE INTENT AND MEANING OF THE CONSTRUCTION DOCUMENTS THAT THE CONTRACTOR SHALL PROVIDE A MECHANICAL INSTALLATION IT IS THE INTENT AND MEANING OF THE CONSTRUCTION DOCUMENTS THAT THE CONTRACTOR SHALL PROVIDE A MECHANICAL INSTALLATION THAT IS COMPLETE AND ALL ITEMS AND APPURTENANCES NECESSARY, REASONABLY INCIDENTAL, OR CUSTOMARILY INCLUDED EVEN THOUGH EACH AND EVERY ITEM IS NOT SPECIFICALLY CALLED OUT OR SHOWN. 2.THE CONTRACTOR SHALL MAKE A CAREFUL EXAMINATION OF THE SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH THE REQUIREMENTS OF THE CONTRACTOR SHALL MAKE A CAREFUL EXAMINATION OF THE SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH THE REQUIREMENTS OF THE CONTRACT. UPON COMMENCEMENT OF CONSTRUCTION FOR THE WORK INCLUDED IN THIS CONTRACT, THE CONTRACTOR SHALL BE DEEMED TO HAVE MADE SUCH A STUDY OR EXAMINATION AND THAT HE IS FAMILIAR WITH AND ACCEPTS ALL CONDITIONS OF THE PREMISES. 3.PROVIDE EQUIPMENT, MATERIALS, LABOR, SUPERVISION AND SERVICES NECESSARY FOR OR INCIDENTAL TO THE INSTALLATION OF A COMPLETE PROVIDE EQUIPMENT, MATERIALS, LABOR, SUPERVISION AND SERVICES NECESSARY FOR OR INCIDENTAL TO THE INSTALLATION OF A COMPLETE AND OPERATING HVAC OR PLUMBING SYSTEM AS SHOWN OR INDICATED ON THE DRAWINGS AND/OR AS SPECIFIED. CONTRACTOR SHALL TAKE PROPER PRECAUTIONS TO PROTECT ALL EXISTING OPERATIONS AND PROPERTY ADJACENT WITH WHICH WORK COMES IN CONTACT OR OVER WHICH HE MAY TRANSPORT, HOIST OR MOVE MATERIALS, EQUIPMENT, DEBRIS, ETC. AND SHALL REPAIR SATISFACTORILY ALL DAMAGES CAUSED BY HIM DURING CONSTRUCTION. THE CONTRACTOR SHALL REPLACE WITH NEW MATERIALS AND/OR EQUIPMENT FAILING TO GIVE SATISFACTORY SERVICE DURING THE WARRANTY PERIOD. THE CONTRACTOR SHALL COORDINATE AND NOTIFY THE BUILDING OWNER AND OPERATOR FOR APPROVAL AND SCHEDULING OF ANY BUILDING OR EXISTING TENANT SYSTEM INTERRUPTION. 4.MATERIALS AND WORKMANSHIP SHALL COMPLY WITH CONTRACT DOCUMENTS, APPLICABLE CODES AND STANDARDS, AND, IN THE CASE OF MATERIALS AND WORKMANSHIP SHALL COMPLY WITH CONTRACT DOCUMENTS, APPLICABLE CODES AND STANDARDS, AND, IN THE CASE OF DIFFERENCES BETWEEN APPLICABLE CODES AND STANDARDS AND THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ARCHITECT/ENGINEER AND THE OWNER IN WRITING OF SUCH DIFFERENCES. SHOULD THE CONTRACTOR PERFORM ANY WORK THAT DOES NOT COMPLY WITH REQUIREMENTS OF APPLICABLE CODES AND STANDARDS, HE SHALL BEAR ALL COSTS ARISING IN CORRECTING SUCH DEFECTS. APPLICABLE CODES AND STANDARDS SHALL INCLUDE ALL ORDINANCES, UTILITY COMPANY REGULATIONS AND APPLICABLE REQUIREMENTS OF NATIONALLY ACCEPTED CODES AND STANDARDS. 5.THE DRAWINGS WERE PREPARED FROM THE BEST INFORMATION AVAILABLE, BUT DO NOT ATTEMPT TO INDICATE THE LOCATION OF ALL EXISTING THE DRAWINGS WERE PREPARED FROM THE BEST INFORMATION AVAILABLE, BUT DO NOT ATTEMPT TO INDICATE THE LOCATION OF ALL EXISTING EQUIPMENT. THE CONTRACTOR SHALL CAREFULLY INVESTIGATE THE CONDITIONS SURROUNDING THE INSTALLATION OF HIS WORK PRIOR TO PROCEEDING WITH THE INSTALLATION. CHANGES REQUIRED TO THE DESIGN SHOWN ON THESE DRAWINGS DUE TO EXISTING CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER/OWNER FOR REVIEW BY WAY OF SHOP DRAWINGS OR SKETCHES DETAILING THE EXISTING CONDITIONS AND THE PROPOSED CHANGE. 6.ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED RECOMMENDATIONS FOR SERVICE INTENDED, AS ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED RECOMMENDATIONS FOR SERVICE INTENDED, AS INTERPRETED BY THE ENGINEER. EXPERIENCED CRAFTSMEN SHALL MAKE THE INSTALLATION OF ALL EQUIPMENT IN A NEAT WORKMANSHIP LIKE MANNER. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, TOOLS, COST AND SERVICE NECESSARY TO COMPLETELY INSTALL ALL MECHANICAL WORK. ALL MECHANICAL AND PLUMBING EQUIPMENT SHALL BE AS SCHEDULED OR APPROVED EQUAL. 7.COORDINATE THERMOSTAT LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. DO NOT INSTALL THERMOSTAT ABOVE DIMMER SWITCH. COORDINATE THERMOSTAT LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. DO NOT INSTALL THERMOSTAT ABOVE DIMMER SWITCH. 8.PROPERLY SUPPORT ALL EQUIPMENT AND PIPING WITHIN THE BUILDING AND PROVIDE ADEQUATE PROVISIONS FOR SLOPE AND ANCHORAGE. PROPERLY SUPPORT ALL EQUIPMENT AND PIPING WITHIN THE BUILDING AND PROVIDE ADEQUATE PROVISIONS FOR SLOPE AND ANCHORAGE. CONTRACTOR SHALL USE HANGERS, RODS AND INSERTS APPROVED BY UNDERWRITERS LABORATORIES FOR THE SERVICE INTENDED, SECURELY SUPPORTED BY STRUCTURAL MEMBERS WHICH IN TURN ARE SUPPORTED DIRECTLY FROM THE BUILDING STRUCTURE. 9.PROVIDE VIBRATION ISOLATION FOR MOTOR DRIVEN MECHANICAL EQUIPMENT. PROVIDE VIBRATION ISOLATION FOR MOTOR DRIVEN MECHANICAL EQUIPMENT. 10.ALL FANS SHALL CARRY THE CERTIFIED RATING SEAL AUTHORIZED BY AMCA. ALL FANS SHALL CARRY THE CERTIFIED RATING SEAL AUTHORIZED BY AMCA. 11.PROVIDE FLEXIBLE DUCTWORK CONNECTIONS AT EQUIPMENT. PROVIDE FLEXIBLE DUCTWORK CONNECTIONS AT EQUIPMENT. 12.DUCTWORK SHALL BE CONSTRUCTED ACCORDING TO SMACNA STANDARDS. DUCT AND FIRE DAMPER SIZES SHOWN ARE AIRSTREAM DIMENSIONS. DUCTWORK SHALL BE CONSTRUCTED ACCORDING TO SMACNA STANDARDS. DUCT AND FIRE DAMPER SIZES SHOWN ARE AIRSTREAM DIMENSIONS. ALL LONGITUDINAL AND TRANSVERSE SEAMS AND DUCT CONNECTIONS SHALL BE SECURELY FASTENED AND SEALED WITH TAPES OR MASTICS MEETING UL 181A OR UL181B, WELDS, OR GASKETS. 13.INSULATE NEW SUPPLY AND RETURN DUCTWORK AND PLENUMS WITH EITHER EXTERNAL INSULATION TYPE IV DUCT WRAP OR INTERNAL DUCT INSULATE NEW SUPPLY AND RETURN DUCTWORK AND PLENUMS WITH EITHER EXTERNAL INSULATION TYPE IV DUCT WRAP OR INTERNAL DUCT LINER, 1.5 PCF MINIMUM DENSITY. (SIZES SHOWN ARE AIRSTREAM DIMENSIONS.) DUCTWORK AND PLENUMS WITHIN UNCONDITIONED SPACES SHALL HAVE MINIMUM R-6 INSULATION. EXTERIOR DUCTWORK SHALL HAVE MINIMUM R-8 INSULATION. 14.DIFFUSERS, REGISTERS AND GRILLES SHALL BE BUILDING STANDARD UNLESS NOTED OTHERWISE AND SHALL BE PROVIDE WITH FRAMES DIFFUSERS, REGISTERS AND GRILLES SHALL BE BUILDING STANDARD UNLESS NOTED OTHERWISE AND SHALL BE PROVIDE WITH FRAMES COMPATIBLE WITH CEILING TYPE. DO NOT SPAN AIR DEVICES OVER PARTITIONS. 15.PROVIDE AN AIR BALANCING DEVICE FOR EACH SUPPLY AIR OUTLET AND ZONE TERMINAL DEVICE. PROVIDE YOUNG REGULATORS WITH BOWDEN PROVIDE AN AIR BALANCING DEVICE FOR EACH SUPPLY AIR OUTLET AND ZONE TERMINAL DEVICE. PROVIDE YOUNG REGULATORS WITH BOWDEN CABLE CONTROL FOR ALL DAMPERS ABOVE INACCESSIBLE CEILING. COORDINATE EXACT LOCATION OF ESCUTCHEONS IN CEILING WITH ARCHITECT PRIOR TO INSTALLATION. 16.CONTRACTOR TO VERIFY RETURN AIR PATH AND INCORPORATE RETURN AIR TRANSFER THROUGH WALLS AS NECESSARY. OPENING SIZED FOR A CONTRACTOR TO VERIFY RETURN AIR PATH AND INCORPORATE RETURN AIR TRANSFER THROUGH WALLS AS NECESSARY. OPENING SIZED FOR A MAXIMUM OF 500 FPM UNLESS NOTED OTHERWISE. 17.COORDINATE ALL WALLS TO DECK WITH EXISTING DUCTWORK AND EXISTING TERMINAL UNITS. COORDINATE ALL WALLS TO DECK WITH EXISTING DUCTWORK AND EXISTING TERMINAL UNITS. 18.BALANCING OF WATER AND AIR SYSTEMS SHALL BE PROVIDED UNDER THIS CONTRACT FOR ALL SYSTEMS WITHIN TENANT BORDERS AND BALANCING OF WATER AND AIR SYSTEMS SHALL BE PROVIDED UNDER THIS CONTRACT FOR ALL SYSTEMS WITHIN TENANT BORDERS AND ADJACENT AREAS THAT MAY BE AFFECTED BY BALANCING FOR THIS TENANT. BALANCING CONTRACTOR TO REVIEW DRAWINGS AND NOTIFY THE CONTRACTOR OF APPURTENANCES NEEDED FOR A PROPERLY BALANCED SYSTEM. TEST AND BALANCE CONTRACTOR TO BE T.A.B. CO. 19.PROVIDE NEBB CERTIFIED AIR BALANCE REPORT. PROVIDE NEBB CERTIFIED AIR BALANCE REPORT. 20.COLD AND HOT WATER PIPING SHALL BE TYPE L HARD DRAWN COPPER WITH WROUGHT COPPER FITTINGS. PROVIDE SOFT COPPER PIPING COLD AND HOT WATER PIPING SHALL BE TYPE L HARD DRAWN COPPER WITH WROUGHT COPPER FITTINGS. PROVIDE SOFT COPPER PIPING UNDER SLAB TO AVOID UNDERGROUND FITTINGS. 21.INSULATE DOMESTIC HOT WATER AND RECIRCULATION LINES (1" THICK) AND DOMESTIC COLD WATER LINES (1/2" THICK) WITH OWENS INSULATE DOMESTIC HOT WATER AND RECIRCULATION LINES (1" THICK) AND DOMESTIC COLD WATER LINES (1/2" THICK) WITH OWENS CORNING FIBERGLASS 25 ASJ, JOHNS-MANVILLE AP OR APPROVED EQUAL, SEALED TO PREVENT SWEATING AND CONTINUOUS THROUGH WALLS, FLOORS, CEILINGS. ALL HOT WATER PIPING SHALL BE INSULATED PER THE ENERGY CODE. COLD WATER PIPING SHALL BE INSULATED IN COLD WATER PIPING SHALL BE INSULATED IN EXTERIOR WALLS, CEILINGS OR IN SPACES EXPOSED TO OUTDOOR TEMPERATURES WITH 1" THICK FIBERGLASS INSULATION. 22.SOIL, WASTE AND DRAIN PIPING, 2" AND LARGER, SHALL BE SERVICE WEIGHT CAST IRON. WASTE PIPING BELOW THE SLAB SHALL HAVE BELL SOIL, WASTE AND DRAIN PIPING, 2" AND LARGER, SHALL BE SERVICE WEIGHT CAST IRON. WASTE PIPING BELOW THE SLAB SHALL HAVE BELL AND SPIGOT CAST IRON MANUFACTURED TO ASTM A 74 WITH TY-SEAL GASKETS MANUFACTURED TO ASTM C 564. CAST IRON PIPING ABOVE THE SLAB SHALL BE 'NO-HUB' PIPE AND FITTINGS MANUFACTURED TO CISPI 301. VENT PIPING MAY BE SCHEDULE 40 GALVANIZED STEEL, DWV COPPER OR SERVICE WEIGHT CAST IRON. ALL CAST IRON SOIL PIPE AND FITTINGS SHALL BE MARKED WITH THE COLLECTIVE TRADEMARK OF THE CAST IRON SOIL PIPE INSTITUTE AND BE LISTED WITH NSF INTERNATIONAL. LABORATORY CHEMICAL WASTE SYSTEMS SHALL BE SCHEDULE 40 CPVC MANUFACTURED TO ASTM F 2618. CHARLOTTE PIPE OR APPROVED EQUIVALENT. IF APPROVED BY LOCAL CODES, SOIL, WASTE, AND DRAIN PIPING, 2" AND LARGER, SHALL BE POLYVINYL CHLORIDE (PVC) SCHEDULE 40 PIPING, ASTM AND NSF STAMPED AND APPROVED. FITTINGS SHALL BE PVC SCHEDULE 40 ASTM STAMPED AND APPROVED. 23.HOT WATER CIRCULATING SYSTEMS OR HOT WATER HEAT TRACE SHALL HAVE TIMECLOCK CAPABLE CONTROL. HOT WATER CIRCULATING SYSTEMS OR HOT WATER HEAT TRACE SHALL HAVE TIMECLOCK CAPABLE CONTROL. 24.PLUMBING FIXTURES AND EQUIPMENT SHALL BE FURNISHED AND INSTALLED COMPLETE WITH TRIM AND ALL OTHER APPURTENANCES REQUIRED PLUMBING FIXTURES AND EQUIPMENT SHALL BE FURNISHED AND INSTALLED COMPLETE WITH TRIM AND ALL OTHER APPURTENANCES REQUIRED TO CONNECT TO ROUGH-IN PIPING AT FLOORS AND WALLS UNLESS OTHERWISE SPECIFIED. 25.WATER HEATING EQUIPMENT WITHOUT INTEGRAL HEAT TRAPS WILL HAVE HEAT TRAPS INSTALLED ON THE SUPPLY AND DISCHARGE PIPING. WATER HEATING EQUIPMENT WITHOUT INTEGRAL HEAT TRAPS WILL HAVE HEAT TRAPS INSTALLED ON THE SUPPLY AND DISCHARGE PIPING. 26.PVC PIPING LOCATED IN PLENUM RETURN MUST MEET ASTM E84 AND HAVE A FIRE SPREAD OF 25/50. ALL PIPING SHALL MEET ALL LOCAL PVC PIPING LOCATED IN PLENUM RETURN MUST MEET ASTM E84 AND HAVE A FIRE SPREAD OF 25/50. ALL PIPING SHALL MEET ALL LOCAL CODE AND AMENDMENT REQUIREMENTS. 27.EXISTING EQUIPMENT NOTES: EXISTING EQUIPMENT NOTES: A.CONTRACTOR SHALL INSPECT EXISTING PLUMBING AND HVAC EQUIPMENT PRIOR TO SUBMITTING HIS BID. CONTRACTOR SHALL INSPECT EXISTING PLUMBING AND HVAC EQUIPMENT PRIOR TO SUBMITTING HIS BID. B.CONTRACTOR SHALL INCLUDE IN HIS BID A THOROUGH START-UP SERVICING AND CLEANING OF ALL EXISTING EQUIPMENT. PLACE ALL CONTRACTOR SHALL INCLUDE IN HIS BID A THOROUGH START-UP SERVICING AND CLEANING OF ALL EXISTING EQUIPMENT. PLACE ALL EXISTING SYSTEMS/EQUIPMENT IN PROPER OPERATING ORDER. C.IF REPAIRS ARE NECESSARY TO PLACE EXISTING EQUIPMENT IN WORKING ORDER, PROVIDE OWNER WITH A DETAILED WRITTEN REPORT OF IF REPAIRS ARE NECESSARY TO PLACE EXISTING EQUIPMENT IN WORKING ORDER, PROVIDE OWNER WITH A DETAILED WRITTEN REPORT OF NECESSARY REPAIRS AND A COST PROPOSAL TO PERFORM THE WORK. ALL SUCH SERVICE REPORTS SHALL BE DELIVERED TO THE OWNER WITHIN TWO DAYS OF NOTICE TO PROCEED. OWNER RESERVES THE RIGHT TO HAVE ANY REQUIRED REPAIRS DONE BY OTHERS AND REPAIRS DONE BY OTHERS AND TO SEEK OTHER OPINIONS OR REQUIRED REPAIRS. 28.PROVIDE INSTALLATION, OPERATION AND MAINTENANCE MANUALS TO THE OWNER. PROVIDE INSTALLATION, OPERATION AND MAINTENANCE MANUALS TO THE OWNER. 29.STANDARD NO-HUB COUPLINGS SHALL CONFORM TO CISPI 310 (MOST CURRENT EDITION) AND SHALL BE LISTED BY NSF INTERNATIONAL. STANDARD NO-HUB COUPLINGS SHALL CONFORM TO CISPI 310 (MOST CURRENT EDITION) AND SHALL BE LISTED BY NSF INTERNATIONAL. 30.HEAVY DUTY COUPLINGS SHALL CONFORM TO THE REQUIREMENTS OF ASTM 1540 AND FM 1680 CLASS I. HEAVY DUTY COUPLINGS SHALL CONFORM TO THE REQUIREMENTS OF ASTM 1540 AND FM 1680 CLASS I. 31.COMPRESSION GASKETS FOR HUB & SPIGOT SHALL CONFORM TO THE REQUIREMENTS OF ASTM STANDARD C 564 AND ASTM C 1563 (MOST COMPRESSION GASKETS FOR HUB & SPIGOT SHALL CONFORM TO THE REQUIREMENTS OF ASTM STANDARD C 564 AND ASTM C 1563 (MOST CURRENT EDITION) 32.JOINTS FOR PIPE AND FITTINGS SHALL CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND LOCAL CODE REQUIREMENTS.JOINTS FOR PIPE AND FITTINGS SHALL CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND LOCAL CODE REQUIREMENTS.

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ALL NOTES MAY NOT APPLY.

COFFEE BAR

C

FA

(LE

FT)

E

A (L

EFT

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D

AA (RIGHT)

R

REVISIONS: DATE:NO.


DRAWING NUMBER:

DRAWING TITLE:


TEL: 214-638-6800


BID ISSUE DATE:


PERMIT ISSUE DATE:




464-022

08/25/2017XX/XX/2017

XX/XX/2017

09/25/2017

XX/XX/2017


ARCHITECT

SEAL



Houston 832.532.2007 AO

S J

OB

#:

2084

-004

-17

M-1

MECHANICALFLOOR PLAN

TRUE NORTH

NO

RTH

NO

RTH

AIR DEVICE SCHEDULE

DESIG. MFR. MODEL # TYPE

FACE TYPE/SIZE (IN.)

MATERIAL FINISH REMARKS

S1 REMARK 1 REMARK 1 SIDEWALL AS NOTED STEEL REMARK 2 -

NOTES: REMARKS:

A. MAX NC LEVEL OF DIFFUSERS TO BE 30. 1. MATCH BUILDING STANDARD MANUFACTURER AND MODEL

B. ACCEPTABLE MANUFACTURERS ARE: PRICE, TITUS, 2. COORINATE FINISH WITH ARECHITECTURAL PLANS AND EXISTING

NAILOR, METALAIRE CONDITIONS.

C. FRAME AND BORDER TYPES TO MATCH CEILING AND/OR WALL.

D. REFERENCE ARCHITECTURAL REFLECTIVE CEILING PLAN.

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EXISTING AIR HANDLING UNIT TO REMAIN. VERIFY THAT ALL MANUFACTURER REQUIRED CLEARANCES ARE MET AND THAT UNIT HAS SUFFICIENT CAPACITY TO PROVIDE THE SPECIFIED AIRFLOW AS SHOWN ON PLANS. REPORT ANY DEFICIENCIES TO AOS ENGINEERING. EXISTING AIR HANDLING UNIT TO BE RELOCATED. RELOCATED AIR HANDLING UNIT. EXTENDING WIRING, PIPING, AND DUCTWORK TO NEW LOCATION AS REQUIRED. VERIFY THAT DISTANCE BETWEEN INDOOR AND OUTDOOR UNIT DOES NOT EXCEED THE MAXIMUM REFRIGERANT LINESET LENGTH AS DETERMINED BY THE MANUFACTURER. PROVIDE ALL MANUFACTURER REQUIRED CLEARANCES FOR MAINTENANCE AND ACCESS. VERIFY THAT UNIT HAS SUFFICIENT CAPACITY TO PROVIDE THE SPECIFIED AIRFLOW AS SHOWN ON PLANS. REPORT ANY DEFICIENCIES TO AOS ENGINEERING. EXISTING EXHAUST GRILLES AND ASSOCIATED DUCTWORK TO BE DEMOLISHED. REMOVE EXISTING FAN AND RETURN TO BUILDING OWNER. DEMOLISH ANY ASSOCIATED WIRING, CAP UTILITIES AT MAINS, AND SEAL ANY ROOF PENETRATIONS WEATHER TIGHT. MAINTAIN ALL BUILDING ENVELOPE WARRANTIES. EXISTING EXHAUST FAN TO REMAIN. VERIFY THAT FAN HAS SUFFICIENT CAPACITY TO REMOVE THE SPECIFIED AIRFLOW AS SHOWN ON PLANS. REPORT ANY DEFICIENCIES TO AOS ENGINEERING. EXISTING HVAC IN THIS SPACE TO REMAIN. UNDERCUT DOOR 1" TO ALLOW FOR TRANSFER OF AIR. ROUTE RETURN DUCT IN STRUCTURE AND TERMINATE WITH 45° MITERED OPEN END AS SHOWN ONPLANS. PROVIDE 1/4"x1/4" STEEL HARDWARE MESH AT DUCT TERMINATION. ROUTE OUTSIDE AIR DUCT UP THROUGH ROOF AND TERMINATE WITH CAP, COLLAR, AND FLASH. BALANCE UNIT TO INTAKE A MINIMUM OF 400 CFM OF OUTSIDE AIR. SEAL ROOF PENETRATION WEATHER TIGHT AND MAINTAIN ALL ROOF WARRANTIES.

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%%UKEYED NOTES:

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A.FIELD VERIFY ALL EXISTING CONDITIONS. NO ALLOWANCES WILL BE MADE FOR LACK OF KNOWLEDGE FIELD VERIFY ALL EXISTING CONDITIONS. NO ALLOWANCES WILL BE MADE FOR LACK OF KNOWLEDGE OF EXISTING CONDITIONS. REPORT ANY DEFICIENCIES TO AOS ENGINEERING. B.RELOCATE GRILLES WHERE POSSIBLE. CLEAN ALL EXISTING TO REMAIN AND RELOCATED GRILLES TO RELOCATE GRILLES WHERE POSSIBLE. CLEAN ALL EXISTING TO REMAIN AND RELOCATED GRILLES TO "LIKE NEW" CONDITION. ALL NEW GRILLES SHALL BE PER THE AIR DEVICE SCHEDULE AS SHOWN ON THIS SHEET. C.VERIFY THAT RELOCATION OF EXISTING MECHANICAL EQUIPMENT DOES NOT AFFECT THE INTEGRITY OF VERIFY THAT RELOCATION OF EXISTING MECHANICAL EQUIPMENT DOES NOT AFFECT THE INTEGRITY OF THE EXISTING BUILDING STRUCTURE WITH STRUCTURAL ENGINEERING PRIOR TO BID OR CONSTRUCTION. REPORT ANY DEFICIENCIES TO AOS ENGINEERING. D.ALL EXHAUST TERMINATIONS SHALL BE A MINIMUM OF 10'-0" AWAY FROM ANY AIR INTAKE. ALL EXHAUST TERMINATIONS SHALL BE A MINIMUM OF 10'-0" AWAY FROM ANY AIR INTAKE.

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%%UGENERAL NOTES:

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%%UFLOOR PLAN - MECHANICAL

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SUPPLY DUCT

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405-700 CFM

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245-400 CFM

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0 -240 CFM

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AIR DEVICE

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SUPPLY DIFFUSER CONNECTION DETAIL

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EXISTING TO REMAIN SUPPLY DUCT

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405-700 CFM

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0-240 CFM

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ALL NEW DUCTWORK NECK SIZES TO BE 8 AND LARGER

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SPIN-IN TAP WITH MANUAL VOLUME DAMPER (MINIMUM 3'-0" FROM SOURCE)

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EXTEND DUCTWORK AS REQUIRED. MAXIMUM OF 6'-0" FLEX DUCT FOR DIFFUSER CONNECTION.

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NOTE: CONTRACTOR TO VERIFY EXISTING TAP SIZES AND NOTIFY LANDLORD IF REPLACEMENT IS REQUIRED. REFER TO SCHEDULE BELOW. CAP ALL UNUSED TAPS FLUSH.

COMMS/ITCLOSET210

FIRE RISERROOM208

HALLWAY205

JAN.CLOSET204

MEN202

WOMEN203

OFFICE206

OFFICE207

WAREHOUSE209


REVISIONS: DATE:NO.


DRAWING NUMBER:

DRAWING TITLE:


TEL: 214-638-6800


BID ISSUE DATE:


PERMIT ISSUE DATE:




464-022

08/25/2017XX/XX/2017

XX/XX/2017

09/25/2017

XX/XX/2017


ARCHITECT

SEAL



Houston 832.532.2007 AO

S J

OB

#:

2084

-004

-17

P-1

PLUMBINGFLOOR PLAN

TRUE NORTH

NO

RTH

NO

RTH

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EXISTING PLUMBING FIXTURE TO REMAIN. VERIFY EXACT LOCATION AT JOBSITE.

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EXISTING WATER HEATER TO REMAIN. CONTRACTOR SHALL MAKE SURE ALL COMPONENTS ARE IN PROPER WORKING CONDITION. REPLACE AS REQUIRED. VERIFY EXACT LOCATION AT JOBSITE.

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EXISTING URINAL TO BE REMOVED. REMOVE EXISTING WASTE LINE TO BELOW FLOOR AND PLUG. REMOVE EXISTING VENT LINE TO POINT OF LAST CONNECTION AND CAP. REMOVE EXISTING WATER LINE TO POINT OF LAST CONNECTION AND CAP.

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EXISTING LAVATORY TO BE REMOVED. REMOVE EXISTING WASTE LINE TO BELOW FLOOR AND PLUG. REMOVE EXISTING VENT LINE TO POINT OF LAST CONNECTION AND CAP. REMOVE EXISTING WATER LINES TO POINT OF LAST CONNECTION AND CAP.

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EXISTING WATER CLOSET TO BE REMOVED. REMOVE EXISTING WASTE LINE TO BELOW FLOOR AND PLUG. REMOVE EXISTING VENT LINE TO BEYOND FINISHED SURFACE AND CAP. REMOVE EXISTING WATER LINE TO BEYOND FINISHED SURFACE AND CAP.

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EXTEND AND CONNECT NEW 2" WASTE LINE TO EXISTING WASTE LINE (MINIMUM 2"). EXTEND AND CONNECT NEW 2" VENT LINE TO EXISTING VENT LINE (MINIMUM 2"). EXTEND AND CONNECT NEW 1/2" C.W. LINE TO EXISTING C.W. LINE (MINIMUM 1/2"). FIELD VERIFY EXACT LOCATION OF SERVICES PRIOR TO BID.

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A.THE INFORMATION ON THE DEMOLITION DRAWINGS ARE NOT FROM THE INFORMATION ON THE DEMOLITION DRAWINGS ARE NOT FROM "AS-BUILT" DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE PRIOR TO SUBMITTING A BID TO DETERMINE THE AMOUNT OF WORK THAT WILL BE REQUIRED. THE CONTRACTOR SHALL EXAMINE THE EXISTING BUILDING AND VERIFY THE LOCATION OF ALL EXISTING CONDITIONS AND BECOME INFORMED AS TO THE RELATION AND EFFECT ON WHICH THE WORK WILL REQUIRE BEFORE ENTERING INTO A CONTRACT. SUBMISSION OF A BID SHALL CONSTITUTE EVIDENCE THAT THE SUBMITTING CONTRACTOR HAS INSPECTED THE SITE OF THE PROPOSED WORK. B.COORDINATE DEMOLITION WORK WITH THE BUILDING MAINTENANCE COORDINATE DEMOLITION WORK WITH THE BUILDING MAINTENANCE PERSONNEL AND OTHER TRADES PERFORMING WORK IN THE BUILDING PRIOR TO THE REMOVAL OF ANY ITEMS OF EQUIPMENT OR SYSTEMS THAT WILL AFFECT OTHER SYSTEMS WITHIN THE LIMIT OF NEW CONSTRUCTION OR OTHER AREA OF THE BUILDING. C.REASONABLE EFFORT HAS BEEN MADE TO PRODUCE DEMOLITION REASONABLE EFFORT HAS BEEN MADE TO PRODUCE DEMOLITION DRAWINGS WHICH REPRESENT ACTUAL CONDITIONS, HOWEVER, THE PLUMBING SHOWN ON THE DEMOLITION DRAWINGS MAY NOT ACCURATELY REFLECT ALL EXISTING CONDITIONS. D.THE PLUMBING DRAWINGS ONLY REFLECT KNOWN AREAS OF THE PLUMBING DRAWINGS ONLY REFLECT KNOWN AREAS OF DEMOLITION. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF EXACT SCOPE OF DEMOLITION WORK. E.CONTRACTOR SHALL TRACE ALL PIPING BACK TO MAIN RISERS CONTRACTOR SHALL TRACE ALL PIPING BACK TO MAIN RISERS AND/OR SUPPLIES, AND VERIFY THAT PIPING DOES NOT SERVE ANY FIXTURES TO REMAIN. CONTRACTOR SHALL OBTAIN APPROVAL FROM OWNER'S REPRESENTATIVE PRIOR TO REMOVAL OF ANY PIPING. F.FLUSH AND CLEAN ALL EXISTING FLOOR DRAINS/HUB FLUSH AND CLEAN ALL EXISTING FLOOR DRAINS/HUB DRAINS/FLOOR SINKS AND PIPING PERIODICALLY DURING CONSTRUCTION. AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL MAKE SURE ALL DRAINS ARE FREE OF DIRT AND DEBRIS FROM CONSTRUCTION.

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%%UGENERAL DEMOLITION NOTES:

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6

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EXISTING MOP SINK TO BE REMOVED AND REPLACED WITH NEW MOP SINK. MODIFY EXISTING ROUGH-IN TO ACCOMMODATE NEW FIXTURE.

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5

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EXISTING ELECTRIC WATER COOLER TO REMOVED AND RELOACTED. CONTRACTOR SHALL MAKE SURE ALL COMPONENTS ARE IN PROPER WORKING CONDITION. REPLACE AS REQUIRED. VERIFY EXACT LOCATION AT JOBSITE.

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A.THIS IS A MODIFICATION TO A HYDRAULICALLY CALCULATED, THIS IS A MODIFICATION TO A HYDRAULICALLY CALCULATED, PREVIOUSLY APPROVED SYSTEM. RELOCATE OR ADD HEADS AS REQUIRED BY NEW WALL LAYOUT. B.EXISTING FIRE PROTECTION PIPING IS NOT SHOWN. BASED ON EXISTING FIRE PROTECTION PIPING IS NOT SHOWN. BASED ON NEW SPRINKLER HEAD LOCATION, ACTUAL NEW PIPE ROUTING AND CONNECTION TO EXISTING PIPING SHALL BE DETERMINED BY THE FIRE PROTECTION CONTRACTOR AFTER LOCATING EXISTING PIPING DURING FIELD VERIFICATION WORK. C.NOTIFY AND COORDINATE WITH ADMINISTRATION PRIOR TO NOTIFY AND COORDINATE WITH ADMINISTRATION PRIOR TO SHUTDOWN OF ANY FIRE PROTECTION UTILITY. SHUTDOWN TIME TO BE MINIMAL. NOTIFICATION SHALL BE IN WRITING 24 HOURS PRIOR TO SHUTDOWN. D.USE ARCHITECTURAL REFLECTED CEILING PLAN TO LOCATE ALL OF USE ARCHITECTURAL REFLECTED CEILING PLAN TO LOCATE ALL OF THE NEW SPRINKLER HEADS. SUBMIT TO ARCHITECT FOR APPROVAL. E.COORDINATE NEW WORK WITH ALL OTHER TRADES. COORDINATE NEW WORK WITH ALL OTHER TRADES. F.FINAL PIPING LAYOUT AND SIZE SHALL BE DETERMINED BY FIRE FINAL PIPING LAYOUT AND SIZE SHALL BE DETERMINED BY FIRE PROTECTION CONTRACTOR. G.THE ENTIRE SPACE SHALL BE 100% SPRINKLED WITH FINAL THE ENTIRE SPACE SHALL BE 100% SPRINKLED WITH FINAL DEVELOPMENT. H.SPRINKLER HEADS TO BE QUICK RESPONSE HEADS AND/OR SPRINKLER HEADS TO BE QUICK RESPONSE HEADS AND/OR MATCH BUILDING STANDARDS.

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%%UGENERAL FIRE PROTECTION NOTES:

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HOT WATER RETURN

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HWR

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HW

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HOT WATER

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COLD WATER

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CW

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(E)

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(D)

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(R)

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EXISTING TO REMAIN

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RELOCATED FROM EXISTING

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EXISTING TO BE RELOCATED

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PIPING UP

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DOMESTIC HOT WATER PIPING

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DOMESTIC COLD WATER PIPING

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DOMESTIC HOT WATER RETURN PIPING

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SYMBOL

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PIPING DOWN

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BALL VALVE

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GATE VALVE

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DIRECTION OF FLOW

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CHECK VALVE

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THERMOMETER

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UNION

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HOSE BIBB OR HYDRANT

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HYDRAULIC SHOCK ARRESTOR

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SANITARY SEWER PIPING

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SANITARY VENT PIPING

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P-TRAP

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WCO

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CO/

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GCO

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FCO/

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FLOOR CLEANOUT OR GRADE CLEANOUT

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CLEANOUT OR WALL CLEANOUT

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HUB DRAIN WITH P-TRAP

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TRAP PRIMER SUPPLY

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SYMBOLS ARE SHOWN SCHEMATIC AND MAY NOT BE TO SCALE.

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FLOOR DRAIN OR FLOOR SINK WITH P-TRAP

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TEMPERATURE AND PRESSURE RELIEF VALVE

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EXISTING PIPING/FIXTURES/EQUIPMENT TO BE REMOVED

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EXISTING PIPING/FIXTURES/EQUIPMENT TO REMAIN

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DESCRIPTION

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ALL SYMBOLS SHOWN MAY NOT APPEAR IN ALL DRAWINGS.

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PLUMBING SYMBOLS

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ABOVE CEILING

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%%uPLUMBING ABBREVIATIONS

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ABOVE FINISHED FLOOR

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ABOVE FINISHED GRADE

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CLEANOUT

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BELOW GRADE

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SANITARY VENT

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FLOOR DRAIN

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VENT THRU ROOF

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BELOW RAISED FLOOR

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GENERAL CONTRACTOR

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GRADE CLEANOUT

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FLOOR CLEANOUT

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BELOW FINISHED FLOOR

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DOUBLE CLEANOUT

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SANITARY SEWER

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BELOW FLOOR

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CO

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GC

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SS

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SV

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FD

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VTR

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FCO

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GCO

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B/G

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B/F

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BFF

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A/C

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AFG

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DCO

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SS

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TP

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CONNECT TO EXISTING

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NATURAL GAS PIPING

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GAS COCK

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PRESSURE REGULATING VALVE

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GREASE WASTE PIPING

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G

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GW

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%%UGENERAL NOTES:

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A.ALL CONSTRUCTION DEBRIS SHALL BE DISPOSED OF BY THE ALL CONSTRUCTION DEBRIS SHALL BE DISPOSED OF BY THE CONTRACTOR, UNLESS NOTED OTHERWISE. B.THESE PLANS ARE DIAGRAMMATIC IN NATURE, CONTRACTORS THESE PLANS ARE DIAGRAMMATIC IN NATURE, CONTRACTORS SHALL INCLUDE APPROPRIATE ALLOWANCES FOR OFFSETS AS REQUIRED TO ACCOMMODATE VERTICAL AND HORIZONTAL VARIATIONS IN THE LOCATIONS AND ELEVATIONS OF DUCTWORK, PIPING AND EXISTING CONDITIONS. C.EACH TRADE SHALL COORDINATE THE ROUTING AND INSTALLATION EACH TRADE SHALL COORDINATE THE ROUTING AND INSTALLATION OF HIS WORK WITH THAT OF ALL OTHER TRADES THROUGH THE GENERAL CONTRACTOR. IN ANY INSTANCES OF CONFLICT, SYSTEMS REQUIRING "GRADE" OR "SLOPE" FOR DRAINAGE (SANITARY SEWER, SANITARY VENT, EQUIPMENT DRAINS, ETC...) SHALL HAVE PRIORITY. D.PENETRATIONS OF WALLS OR FLOORS FOR THE PASSAGE OF PENETRATIONS OF WALLS OR FLOORS FOR THE PASSAGE OF PIPING, OR OTHER EQUIPMENT SHALL BE PROPERLY SEALED AFTER INSTALLATION OF EQUIPMENT. FIELD VERIFY EXISTING WALL PENETRATIONS AND PROPERLY SEAL AS REQUIRED TO MAINTAIN WALL OR FLOOR RATING. E.COORDINATE ALL BUILDING SYSTEM SHUTDOWN REQUIREMENTS COORDINATE ALL BUILDING SYSTEM SHUTDOWN REQUIREMENTS WITH FACILITY ENGINEERING REPRESENTATIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE AND PROVIDE SYSTEM DRAIN DOWN AND FILL OF THE AFFECTED PLUMBING SYSTEMS PER THE FACILITY ENGINEER'S REQUIREMENTS. F.PROVIDE ALL EQUIPMENT, MATERIAL, LABOR, SUPERVISION, COSTS PROVIDE ALL EQUIPMENT, MATERIAL, LABOR, SUPERVISION, COSTS AND SERVICES REQUIRED TO INSTALL COMPLETE AND WORKING SYSTEMS, INCLUDING ALL ITEMS AND APPURTENANCES NECESSARY, REASONABLE, INCIDENTAL OR CUSTOMARILY INCLUDED, EVEN THOUGH EACH AND EVERY ITEM IS NOT SPECIFIED OR SHOWN. G.PROVIDE ACCESS TO ALL CONCEALED EQUIPMENT AND VALVES. PROVIDE ACCESS TO ALL CONCEALED EQUIPMENT AND VALVES. COORDINATE LOCATION OF ACCESS PANELS WITH ARCHITECT. H.PROVIDE CAST IRON EXPANSION JOINTS AT ALL FLOOR PROVIDE CAST IRON EXPANSION JOINTS AT ALL FLOOR PENETRATIONS WHERE DRAINAGE OR VENT PIPES OCCUR. I.EXISTING INFORMATION INDICATED ON THIS PLAN WAS ACQUIRED EXISTING INFORMATION INDICATED ON THIS PLAN WAS ACQUIRED THRU LIMITED SITE SURVEY. CONTRACTOR SHALL VERIFY EXACT LOCATION AND SIZES OF ALL PLUMBING SYSTEMS INDICATED ON THIS PLAN PRIOR TO BID. CONTRACTOR SHALL NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES BETWEEN PLANS AND ACTUAL FIELD FINDINGS. J.ALL HORIZONTAL SANITARY SEWER PIPING SHOWN IS LOCATED ALL HORIZONTAL SANITARY SEWER PIPING SHOWN IS LOCATED BELOW FINISHED FLOOR. K.ALL SANITARY VENT AND WATER LINES SHOWN ARE LOCATED ALL SANITARY VENT AND WATER LINES SHOWN ARE LOCATED ABOVE CEILING. L.CONTRACTOR SHALL VERIFY SIZE OF EXISTING COLD WATER LINE CONTRACTOR SHALL VERIFY SIZE OF EXISTING COLD WATER LINE PRIOR TO BID. IF COLD WATER LINE IS SMALLER THAN INDICATED ON PLUMBING PLANS, CONTRACTOR SHALL NOTIFY AOS ENGINEERING PRIOR TO CONSTRUCTION. M.EACH FIXTURE SHALL HAVE A SHUT-OFF VALVE AT THE FIXTURE. EACH FIXTURE SHALL HAVE A SHUT-OFF VALVE AT THE FIXTURE. THESE VALVES ARE TO BE ADJUSTED SO AS TO PREVENT EXCESSIVE PRESSURE AT THE FIXTURE. PROVIDE WATER HAMMER ARRESTORS AT EACH FIXTURE WERE REQUIRED. N.INSTALL CLEANOUTS WHERE REQUIRED BY CODE, AT ALL CHANGES INSTALL CLEANOUTS WHERE REQUIRED BY CODE, AT ALL CHANGES IN DIRECTION AND AT 75 FOOT INTERVALS ON STRAIGHT RUNS. O.PIPING THAT IS EXPOSED DURING DEMOLITION SHALL BE PIPING THAT IS EXPOSED DURING DEMOLITION SHALL BE PROTECTED FROM DAMAGE UNTIL IT HAS BEEN DETERMINED THAT THE EXPOSED PIPE CAN BE REMOVED WITHOUT DISABLING ANY DEVICE THAT IS TO REMAIN ACTIVE. P.UNFORESEEN PIPING THAT BECOMES EXPOSED DUE TO UNFORESEEN PIPING THAT BECOMES EXPOSED DUE TO DEMOLITION OF WALLS OR CEILINGS SHALL BE RE-ROUTED AND CONCEALED BY THE CONTRACTOR. Q.PROVIDE A THERMOSTATIC MIXING VALVE AT EACH FIXTURE AS PROVIDE A THERMOSTATIC MIXING VALVE AT EACH FIXTURE AS REQUIRED PER LOCAL CODE AND ALL ADOPTED AMENDMENTS. R.IF EXISTING WATER SUPPLY LINE SERVING EXISTING BUILDING IF EXISTING WATER SUPPLY LINE SERVING EXISTING BUILDING DOES NOT HAVE A BACKFLOW PREVENTER, THE CONTRACTOR SHALL PROVIDE A NEW REDUCED PRESSURE ZONE (RPZ) BACKFLOW PREVENTER TO EXISTING MAIN WATER SUPPLY LINE TO BE MOUNTED A MAXIMUM 48"ABOVE FINISHED FLOOR. COORDINATE LOCATION OF NEW BACKFLOW PREVENTER WITH ARCHITECT AND/OR OWNER. S.REFER TO ARCHITECTURAL DRAWING FOR PLUMBING FIXTURE REFER TO ARCHITECTURAL DRAWING FOR PLUMBING FIXTURE TYPES AND SPECIFICATIONS. PROVIDE ALL STOP VALVES, P-TRAPS ETC. AS REQUIRED FOR COMPLETE INSTALLATION. INSULATE ALL EXPOSED WASTE AND WATER LINES WITH 'PLUMBEREX PRO SERIES 2000' INSULATION KIT. T.PRIOR TO BID, THE CONTRACTOR SHALL VERIFY EXACT SIZE AND PRIOR TO BID, THE CONTRACTOR SHALL VERIFY EXACT SIZE AND LOCATION OF ALL EXISTING SERVICE (SEWER, VENT, WATER, ETC.) REQUIRED FOR COMPLETION OF THE PROJECT. NO ALLOWANCES WILL BE MADE AFTER THE PROJECT HAS BEEN AWARDED FOR FAILURE TO VERIFY EXISTING CONDITIONS. U.ALL FIXTURES AND APPURTENANCES SHALL BE INSTALLED AS PER ALL FIXTURES AND APPURTENANCES SHALL BE INSTALLED AS PER CODE AND ALL ADOPTED AMENDMENTS. V.INSTALL ALL BACKFLOW PREVENTERS IN ACCESSIBLE LOCATION INSTALL ALL BACKFLOW PREVENTERS IN ACCESSIBLE LOCATION PER LOCAL CODE REQUIREMENTS. PROVIDE REQUIRED CLEARANCES, SUPPORTS AND ACCESS AS REQUIRED. W.REFER TO PLUMBING RISER DIAGRAMS FOR WATER CONNECTIONS REFER TO PLUMBING RISER DIAGRAMS FOR WATER CONNECTIONS TO ICE MACHINES, REFRIGERATORS, COFFEE MAKERS, ETC. X.ALL HORIZONTAL SANITARY SEWER PIPING SHOWN IS LOCATED ALL HORIZONTAL SANITARY SEWER PIPING SHOWN IS LOCATED BELOW FLOOR. SLOPE AS REQUIRED BY CODE, NOT LESS THAN 1/8" FOR 1 FT. Y.REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF PLUMBING FIXTURES. Z.ALL DRAINS SHALL HAVE TRAP PRIMERS AND EQUIPPED WITH ALL DRAINS SHALL HAVE TRAP PRIMERS AND EQUIPPED WITH SHUT-OFF VALVES. AA.NO ALLOWANCES WILL BE MADE AFTER THE PROJECT HAS BEEN NO ALLOWANCES WILL BE MADE AFTER THE PROJECT HAS BEEN AWARDED FOR FAILURE TO VERIFY EXISTING CONDITIONS. AB.SAWCUT EXISTING FLOOR AS REQUIRED FOR PROPER SAWCUT EXISTING FLOOR AS REQUIRED FOR PROPER INSTALLATION OF NEW PLUMBING FIXTURES. AC.CONDENSATE ROUTING AND SIZING SHOWN ON MECHANICAL CONDENSATE ROUTING AND SIZING SHOWN ON MECHANICAL DRAWINGS. REFER TO MECHANICAL DRAWINGS FOR ROUTING AND TERMINATION OF MECHANICAL CONDENSATE PIPING. AD.NO PIPING SHALL BE LOCATED ABOVE THE ELECTRICAL ROOMS. NO PIPING SHALL BE LOCATED ABOVE THE ELECTRICAL ROOMS. ALL EXISTING PIPING SHALL BE REMOVED AND REROUTED TO AVOID ALL ELECTRICAL ROOMS. PROVIDE DRIP PANS AND LEAK DETECTION BELOW ALL EXISTING PIPING THAT CANNOT BE REMOVED AND REROUTED AROUND THIS ROOM. AE.NO PIPING SHALL BE LOCATED ABOVE THE ELECTRICAL ROOMS. NO PIPING SHALL BE LOCATED ABOVE THE ELECTRICAL ROOMS. PROVIDE DRIP PANS AND LEAK DETECTION BELOW ALL PIPING THAT CANNOT BE ROUTED AROUND ELECTRICAL ROOMS.

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HW

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CW

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1/2"

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-

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1/2"

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1/2"

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-

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1/2"

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3/4"

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3/4"

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VENT

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2"

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2"

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2"

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4"

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LAVATORY

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WASTE

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2"

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2"

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2"

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3"

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MOP SINK

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(TANK TYPE)

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ELECTRIC WATER COOLER

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WATER CLOSET

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TYPE OF FIXTURE

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CONNECTION SCHEDULE

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SA-A

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MANUFACTURE AND MODEL NUMBER

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12-32

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1-11

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SA-B

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FIXTURE UNITS

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MARK

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SHOCK ABSORBERS

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JR SMITH-5010

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JR SMITH-5005

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2"

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2"

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%%UEWC

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%%208"

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P

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1

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'A'

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WCO

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SCALE:

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2

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%%uPLUMBING RISER DIAGRAM

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NONE

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SCALE:

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%%uINTERIOR CLEANOUT DETAIL

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NONE

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%%UWALL CLEANOUT DETAIL

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NONE

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TYPICAL CLEANOUT

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FLOW

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PLUG FOR FIRST CLEANOUT ON RUN

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POUR 1/4 YARD CONCRETE AROUND FITTINGS FOR ANCHOR

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4" THICK X 18" X 18" CONCRETE COLLAR

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CLEANOUT FERRULE AND SCREW PLUG SET FLUSH IN ADJACENT SURFACE

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FINISHED GRADE

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CAST IRON MAIN SIZE OR 4" MAXIMUM

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SIZE AS NOTED ON PLANS

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NOTE: WHERE CLEANOUTS OCCUR IN FINISHED FLOOR, PROVIDE SATIN FINISH NIKALOY TOP FLUSH IN FLOOR

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18 GAUGE ROUND GALVANIZED STEEL

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CLEANOUT PIPE

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CLEANOUT TEE

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ACCESS COVER

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FINISHED WALL

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VERIFY MOUNTING LOCATION AND FINISH COLOR OF ACCESS COVER WITH ARCHITECT

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9

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NO PIPING SHALL BE LOCATED ABOVE THE COMMS/IT CLOSET 210. ALL EXISTING PIPING SHALL BE REMOVED AND REROUTED AROUND INDICATED ROOM. PROVIDE DRIP PANS AND LEAK DETECTION BELOW ALL EXISTING PIPING THAT CANNOT BE REMOVED AND REROUTED AROUND THIS ROOM.

A3.0

EE E

EEE

E E E

E

EE

E E

E E E

E

E

E

E

HALLWAY205

MEN202

WOMEN203

OFFICE206

FIRE RISERROOM208

JAN.CLOSET204

MEN202

203

OFFICE207

WAREHOUSE209


LIGHTING LEGENDDESCRIPTIONSYMBOL

NOTES:1. REFER TO ARCHITECTURAL PLANS FOR NEW FIXTURE

SPECIFICATIONS AND SELECTIONS.2. CONTRACTOR SHALL SUBMIT LIGHTING SELECTIONS TO ARCHITECT

AND ENGINEER FOR APPROVAL U.N.O. BY ARCHITECT.3. ALL LIGHTING SHALL BE 277/120 UNIVERSAL VOLTAGE.

BNEW T-5 HIGHBAY LIGHT FIXTURE MFR: PHILIPS - FBD 454H0 -UNV - 1/4EB - 14" X 48" LAMPS: 467 134-24T5LED/48-3500 IF 10/1MOUNT AS CLOSE TO DECK AS POSSIBLE.

REVISIONS: DATE:NO.


DRAWING NUMBER:

DRAWING TITLE:


TEL: 214-638-6800


BID ISSUE DATE:


PERMIT ISSUE DATE:




464-022

08/25/2017XX/XX/2017

XX/XX/2017

09/25/2017

XX/XX/2017


ARCHITECT

SEAL



Houston 832.532.2007 AO

S J

OB

#:

2084

-004

-17

E-1

LIGHTINGFLOOR PLAN

TRUE NORTH

NO

RTH

NO

RTH

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(TYPICAL)

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P2-29 VIA TIME CLOCK

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P2-31 VIA TIME CLOCK

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DAYLIGHT ZONE

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%%UKEYED NOTES:

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A.REFER TO MEP DRAWING (COVER PAGE) FOR ADDITIONAL ELECTRICAL NOTES AND REFER TO MEP DRAWING (COVER PAGE) FOR ADDITIONAL ELECTRICAL NOTES AND SPECIFICATIONS. B.REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL SYMBOL LEGENDS, REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL SYMBOL LEGENDS, DEMOLITION, CONSTRUCTION NOTES AND LIGHTING SPECIFICATIONS. C.CONTRACTOR TO INSTALL NEW VACANCY SENSOR SWITCH ( ) AS SHOWN. MATCH CONTRACTOR TO INSTALL NEW VACANCY SENSOR SWITCH ( ) AS SHOWN. MATCH BUILDING STANDARD. IF NO STANDARD IS ESTABLISHED, INSTALL WALL MOUNTED DUAL TECHNOLOGY VACANCY SENSOR, MANUAL "ON"/AUTOMATIC "OFF" WITHIN 30 MINUTES OF OCCUPANTS VACATING THE SPACE, EQUAL TO HUBBELL #LHMTS1 OR EQUIVALENT. COORDINATE FINISH WITH ARCHITECT. D.PROVIDE BATTERY PACKS FOR ALL EMERGENCY FIXTURES AND EXIT SIGNS. WIRE PROVIDE BATTERY PACKS FOR ALL EMERGENCY FIXTURES AND EXIT SIGNS. WIRE FIXTURES AHEAD OF SWITCH. BATTERY PACK SHALL BE RATED FOR A MINIMUM OF 90 MINUTES AND SHALL CARRY 100% OF THE LAMP LUMEN OUTPUT. E.PER NEC 410, ALL FIXTURES WITH DOUBLE ENDED LAMPS AND CONTAIN PER NEC 410, ALL FIXTURES WITH DOUBLE ENDED LAMPS AND CONTAIN BALLAST(S) THAT ARE SERVICED IN PLACE SHALL BE INSTALLED WITH INTERNAL OR EXTERNAL DISCONNECTING MEANS THAT SIMULTANEOUSLY DISCONNECTS ALL CONDUCTORS INCLUDING THE GROUNDED CONDUCTOR. EXTERNAL DISCONNECTS MUST BE INSTALLED ADJACENT TO EACH CORRESPONDING FIXTURE AND THE LINE SIDE TERMINALS MUST BE GUARDED. F.EXIT SIGNS SHALL MATCH BUILDING STANDARD. PROVIDE WITH DIRECTIONAL EXIT SIGNS SHALL MATCH BUILDING STANDARD. PROVIDE WITH DIRECTIONAL INDICATORS AS SHOWN. CONTRACTOR SHALL FIELD VERIFY. G.FIELD VERIFY ALL EXISTING TO REMAIN AND RELOCATED LIGHT FIXTURES ARE IN FIELD VERIFY ALL EXISTING TO REMAIN AND RELOCATED LIGHT FIXTURES ARE IN PROPER WORKING ORDER. CLEAN AND RE-LAMP AS NECESSARY. H.ALL ELECTRICAL EQUIPMENT LABELED (E) SHALL BE EXISTING TO REMAIN U.N.O. ALL ELECTRICAL EQUIPMENT LABELED (E) SHALL BE EXISTING TO REMAIN U.N.O. I.CONTRACTOR TO UTILIZE EXISTING LIGHTING CIRCUITS TO PROVIDE SWITCHING CONTRACTOR TO UTILIZE EXISTING LIGHTING CIRCUITS TO PROVIDE SWITCHING PATTERNS AS SHOWN. CONTRACTOR TO CONFIRM CIRCUITS ARE NOT OR WILL NOT EXCEED 80% OF THE BRANCH BREAKER RATED CAPACITY FOR THIS MODIFICATIONS. ADDITIONAL CIRCUITS SHALL BE PROVIDED FOR CIRCUITS OVER 16 AMPS VERIFY MAXIMUM OF 16 AMPS PER CIRCUIT. UPDATE PANEL DIRECTORY WHEN WORK IS COMPLETED.

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%%UGENERAL NOTES:

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THIS FIXTURE IS AN EMERGENCY FIXTURE AND IS TO BE USED AS A NIGHT LIGHT FIXTURE. CIRCUIT FIXTURE AND BATTERY PACK ON UNSWITCHED LEG OF LOCAL LIGHT CIRCUIT. REFER TO THIS SHEET DETAIL 5/E-3 FOR UNSWITCHED EMERGENCY DETAIL. THIS FIXTURE IS AN EMERGENCY FIXTURE AND IS TO BE SWITCHED WITH CORRESPONDING LIGHT SWITCH. REFER TO DETAIL 6/E-3 FOR SWITCHED EMERGENCY DETAIL. CONTRACTOR TO UTILIZE EXISTING LIGHTING CIRCUIT TO PROVIDE SWITCHING PATTERNS AS SHOWN. CONTRACTOR TO CONFIRM CIRCUITS ARE NOT OR WILL NOT EXCEED 80% OF THE BRANCH BREAKER RATED CAPACITY FOR THIS MODIFICATIONS. ADDITIONAL CIRCUITS SHALL BE PROVIDED FOR CIRCUITS OVER 16 AMPS VERIFY MAXIMUM OF 16 AMPS PER CIRCUIT. UPDATE PANEL DIRECTORY WHEN WORK IS COMPLETED.

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%%UFLOOR PLAN - LIGHTING

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1/8" = 1'-0"

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AOS ENGINEERING, INC.

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%%UPRELIMINARY - FOR INTERIM REVIEW ONLY

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THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT

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INTENDED FOR CONSTRUCTION, BIDDING, OR PERMIT

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PURPOSES. THEY WERE PREPARED BY, OR UNDER THE

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SUPERVISION OF:

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GREGORY C. SPEER PE# 63689 DATE: 09-13-2017

EE

E

E

E

E

EE

E

EEEE

E E

E

E

E

E

E E

FE

FE

FE

COFFEE BAR

C

FA

(LE

FT)

E

A (L

EFT

)G

D

AA (RIGHT)

20' C

LEA

R F

LOO

R S

PA

CE

20' C

LEA

R F

LOO

R S

PA

CE

25' C

LEA

R F

LOO

R S

PA

CE

25' C

LEA

R F

LOO

R S

PA

CE

K

E

K

E

WAPWAP

HALLWAY205

MEN202

WOMEN203

OFFICE206

FIRE RISERROOM208

JAN.CLOSET204

MEN202

203

OFFICE207

WAREHOUSE209


RISER NOTES:

REVISIONS: DATE:NO.


DRAWING NUMBER:

DRAWING TITLE:


TEL: 214-638-6800


BID ISSUE DATE:


PERMIT ISSUE DATE:




464-022

08/25/2017XX/XX/2017

XX/XX/2017

09/25/2017

XX/XX/2017


ARCHITECT

SEAL



Houston 832.532.2007 AO

S J

OB

#:

2084

-004

-17

E-2

POWERFLOOR PLAN

TRUE NORTH

NO

RTH

NO

RTH

FIRE ALARM NOTE

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A

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B

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C

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D

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E

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F

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G

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2

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3

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4

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5

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S

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(R)AHU

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1

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2

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GFI

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+42

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GFI

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+42

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3

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4

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P2-40

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5

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P2-42

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1PA-19

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1PA-21

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6

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(R)P2

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(R)P1

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(R)1PA

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GFI

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1PA-23

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%%UKEYED NOTES:

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A.REFER TO MEP DRAWING (COVER PAGE) FOR ADDITIONAL ELECTRICAL NOTES AND REFER TO MEP DRAWING (COVER PAGE) FOR ADDITIONAL ELECTRICAL NOTES AND SPECIFICATIONS. B.REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL SYMBOL LEGENDS, REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL SYMBOL LEGENDS, DEMOLITION, CONSTRUCTION NOTES AND POWER SPECIFICATIONS. D.CONTRACTOR TO UTILIZE ALL CIRCUITS MADE AVAILABLE BY DEMOLITION ALONG CONTRACTOR TO UTILIZE ALL CIRCUITS MADE AVAILABLE BY DEMOLITION ALONG WITH ALL AVAILABLE SPARES AND SPACES TO COMPLETE LAYOUT AS SHOWN. HOWEVER, IF AVAILABLE CIRCUITRY PROVES TO BE INADEQUATE TO COMPLETE LAYOUT, CONTRACTOR TO INSTALL EQUIPMENT SHOWN IN ALTERNATE RISER DIAGRAM TO PROVIDE ADDITIONAL REQUIRED CIRCUITS. PRICE AS ALTERNATE THE INSTALLATION OF NEW EQUIPMENT WHEN SUBMITTING BID. COORDINATE EXACT LOCATION OF NEW EQUIPMENT WITH BUILDING ENGINEER PRIOR TO INSTALLATION. E.PROVIDE DEEP DOUBLE GANG JUNCTION BOX WITH SINGLE GANG PLASTER RING PROVIDE DEEP DOUBLE GANG JUNCTION BOX WITH SINGLE GANG PLASTER RING WITH (1) 3/4"C. FROM EACH TELEPHONE, DATA OR COMMUNICATION OUTLET INDICATED, TO ABOVE ACCESSIBLE CEILING AND CAP. CONDUIT SHALL INCLUDE 1/4" POLYPROPYLENE PULL WIRE INSTALLED IN EMPTY CONDUIT. F.COORDINATE LOCATION OF ALL RECEPTACLES WITH ARCHITECTURAL ELEVATIONS, COORDINATE LOCATION OF ALL RECEPTACLES WITH ARCHITECTURAL ELEVATIONS, CASEWORK SHOP DRAWINGS AND EQUIPMENT INSTALLATION DRAWINGS. G.ALL 120-VOLT BRANCH CIRCUITS SHALL BE 3-WIRE (HOT, NEUTRAL AND GROUND). ALL 120-VOLT BRANCH CIRCUITS SHALL BE 3-WIRE (HOT, NEUTRAL AND GROUND). WHERE HOMERUN IS SHOWN TO SERVE A SINGLE DEVICE, THE BRANCH CIRCUIT SHALL HAVE DEDICATED GROUND AND NEUTRAL CONDUCTORS. H.CONTRACTOR TO PROVIDE CODE MINIMUM FIRE ALARM SYSTEM. INSTALLATION CONTRACTOR TO PROVIDE CODE MINIMUM FIRE ALARM SYSTEM. INSTALLATION SHALL MEET ALL APPLICABLE LOCAL, STATE, AND NATIONAL CODES. ALL DEVICES SHALL BE CEILING MOUNTED. I.TURN OFF ALL "SPARE" CIRCUIT BREAKERS AND LABEL. TURN OFF ALL "SPARE" CIRCUIT BREAKERS AND LABEL. J.VERIFY EXACT LOCATIONS, ELECTRICAL REQUIREMENTS AND NEMA CONFIGURATIONS VERIFY EXACT LOCATIONS, ELECTRICAL REQUIREMENTS AND NEMA CONFIGURATIONS FOR COPIERS WITH OWNER/COPIER MANUFACTURER PRIOR TO ROUGH-IN. K.ALL RECEPTACLES AND TELE/DATA DEVICES TO BE INSTALLED AT 18" A.F.F. UNLESS ALL RECEPTACLES AND TELE/DATA DEVICES TO BE INSTALLED AT 18" A.F.F. UNLESS NOTED OTHERWISE. L.ALL ELECTRICAL DEVICES LABELED 'E' ARE EXISTING TO REMAIN. FIELD VERIFY ALL ELECTRICAL DEVICES LABELED 'E' ARE EXISTING TO REMAIN. FIELD VERIFY DEVICES ARE IN PROPER WORKING ORDER, REPLACE AS NECESSARY.

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%%UGENERAL NOTES:

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RELOCATED AHU, ELECTRICAL CONTRACTOR SHALL DISCONNECT, EXTEND AND RECONNECT BRANCH CIRCUIT T0 NEW LOCATION. EXTEND CONTROL POWER TO RELOCATED VAV BOX COORDINATE EXACT REQUIREMENTS WITH BUILDING CONTROLS AND HVAC CONTRACTOR. PROVIDE AND INSTALL PAGER SYSTEM. SYSTEM TO ALGO #8186 SIP HORN SPEAKER SYSTEM. PAGER TO MOUNTED AT +144" AFF. WIRELESS ACCESS POINT UNIT TO BE CENTRALLY LOCATED ABOVE CEILING. COORDINATE EXACT LOCATION IN FIELD. UNIT HAS A CAT-5E PLENUM CABLE HOMERUN FROM THE WAP TO THE PHONE BOARD. GC TO UTILIZE CONDUIT AS REQUIRED BY CODE. PROVIDE ELECTRICAL OUTLET ON A DEDICATED CIRCUIT FROM PANEL 'P2' TO SERVE TENANT PROVIDED COFFEE MAKER. COORDINATE EXACT OUTLET LOCATION WITH TENANT PRIOR TO ROUGH-IN. POWER AND DATA FROM WALL OUTLETS TO SUPPLEMENT CUSTOMER SERVICE DESK NEEDS. OUTLINE OF CUSTOMER SERVICE COUNTER SHOWN DASHED. RELOCATED PANEL, ELECTRICAL CONTRACTOR SHALL DISCONNECT, EXTEND AND RECONNECT FEEDERS AND EXISTING BRANCH CIRCUITS T0 NEW LOCATION. EXTEND AND MODIFY AS NECESSARY.

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%%UALTERNATE ELECTRICAL RISER DIAGRAM

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NONE

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FLOOR

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1. PROVIDE ALTERNATE BID TO REPLACE EXISTING 100A, 44-POLE PANELBOARD "1PA" WITH NEW 200A, 60-POLE PANELBOARD TO ADD ADDITIONAL CIRCUIT BREAKERS WITHOUT NEEDING ADDITIONAL WALL SPACE. ALL CIRCUITS IN EXISTING PANEL THAT ARE STILL BEING UTILIZED SHALL BE PULLED UP DURING INSTALLATION OF PANELBOARD AND RECONNECTED TO NEW PANELBOARD ONCE INSTALLED. PROVIDE SAME SIZE BREAKER TO SERVE EXISTING LOADS. PROVIDE REMAINING SPACES WITH 20A/1P CIRCUIT BREAKERS. TURN OFF ALL CIRCUIT BREAKERS NOT BEING USED AND LABEL "SPARE". PROVIDE NEW DIRECTORY TYPED CARD FOR NEW PANELBOARD. 2. THIS WORK SHALL ONLY BE INSTALLED IF ADDITIONAL CIRCUIT BREAKERS ARE NEEDED AFTER DEMOLITION DOES NOT PROVIDE ENOUGH CIRCUITS AS INDICATED ON DRAWINGS. 3. ANY SHUTDOWN OF EXISTING TENANTS TO ACCOMMODATE THIS WORK SHALL BE COORDINATED WITH BUILDING MANAGEMENT AND ALL WORK SHALL BE COMPLETED AFTER HOURS.

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EXISTING ELECTRICAL ROOM

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1PA 200A MCB

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%%UFLOOR PLAN - POWER

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AOS ENGINEERING, INC.

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%%UPRELIMINARY - FOR INTERIM REVIEW ONLY

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THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT

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INTENDED FOR CONSTRUCTION, BIDDING, OR PERMIT

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PURPOSES. THEY WERE PREPARED BY, OR UNDER THE

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SUPERVISION OF:

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GREGORY C. SPEER PE# 63689 DATE: 09-13-2017

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THE FIRE ALARM CONTRACTOR IS RESPONSIBLE FOR DESIGN, DESIGN APPROVAL, INSTALLATION AND FINAL ACCEPTANCE BY THE AUTHORITIES HAVING JURISDICTION. FINAL DEVICE QUANTITIES AND LOCATIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR.

REVISIONS: DATE:NO.


DRAWING NUMBER:

DRAWING TITLE:


TEL: 214-638-6800


BID ISSUE DATE:


PERMIT ISSUE DATE:




464-022

08/25/2017XX/XX/2017

XX/XX/2017

09/25/2017

XX/XX/2017


ARCHITECT

SEAL



Houston 832.532.2007 AO

S J

OB

#:

2084

-004

-17

E-3

ELECTRICALDETAILS

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BONDING JUMPER

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GROUNDED METAL OUTLET BOX

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MOUNTING STRAP

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CONDUIT

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GREEN HEX HEAD GROUNDING SCREW

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BUILDING GROUND (green wire)

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STANDARD GROUND

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%%URECEPTACLE

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SUPPORT FIXTURE AT CEILING GRID

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SUSPENDED CEILING

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FLEXIBLE CONDUIT CONNECTOR

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PARTITION

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BETWEEN ROOMS

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ELECTRICAL DEVICES -

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SEE PLAN FOR PLACEMENT

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BACK OF OUTLETS (TYP. @

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PROVIDE PUTTY PACKS ON

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ELECTRICAL DEVICES -

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SEE PLAN FOR PLACEMENT

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STUD BETWEEN ELEC.

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DEVICES TO LIMIT SOUND

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TRANSMISSION BTWN. ROOMS

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AND OFFSET BY 8" MINIMUM

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PROVIDE PUTTY PACKS ON

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BACK OF OUTLETS (TYP. @

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DRYWALL PARTITIONS)

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DRYWALL PARTITIONS)

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3/C #12, 6'-0", 1/2" FLEXIBLE CONDUIT (3RD WIRE IS GROUND CONDUCTOR)

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FLEXIBLE CONDUIT TO OTHER FIXTURES AS REQUIRED

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CONDUIT TO OTHER FIXTURES, PANEL OR AS REQUIRED

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CEILING SUSPENSION

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FLEXIBLE CONDUIT CONNECTOR

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2 1/8"x4" SQ. JUNCTION BOX

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DURING NORMAL AC OPERATION:

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DURING AC POWER FAILURE:

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FIXTURE OPERATES AS CONTINUOUSLY ON AC POWER. ALL LAMPS ARE ILLUMINATED AT ALL TIME. THE EMERGENCY BALLAST IS IN STANDBY/CHARGING MODE.

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EMERGENCY BALLAST IMMEDIATELY SWITCHES TO EMERGENCY MODE, KEEPING TWO OR THREE LAMPS ILLUMINATED FOR A MINIMUM OF 90 MINUTES. WHEN AC POWER IS RESTORED, THE EMERGENCY BALLAST AUTOMATICALLY RETURNS TO STANDBY/CHARGING MODE.

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%%USEQUENCE OF OPERATION:

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LAMP LEADS NOT SHOWN. CONTRACTOR TO REFER TO BALLAST MANUFACTURER'S WIRING DIAGRAMS PRIOR TO ELECTRICAL INSTALLATION. CONTRACTOR TO TEST ALL EMERGENCY FIXTURES TO INSURE PROPER OPERATION. EMERGENCY BALLAST AND AC BALLAST MUST BE FED FROM SAME BRANCH CIRCUIT TO INSURE PROPER OPERTAION.

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C.

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B.

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%%UGENERAL NOTES:

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A.

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CHARGE CIRCUIT LEAD

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NEUTRAL

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SWITCH

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TEST

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HOT

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AC BALLAST

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EMERGENCY

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BALLAST

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SWITCH LEAD

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UNSWITCHED EMERGENCY/NIGHT LIGHT FIXTURE

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CEILING

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FINISHED FLOOR

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BOTTOM OF BOX

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TOP OF BOX

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80"

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48" MAX.

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AND TELEPHONE OUTLETS.

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CENTER OF BOX

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MOUNT 48" TO TOP OF JUNCTION BOX FOR

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AND COMBINATION HORN & STROBE.

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FOR FIRE ALARM HORNS, STROBE LIGHTS

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COUNTER TOP MOUNTED), COMPUTER OUTLETS

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MOUNT 18" TO CENTER OF JUNCTION BOX

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FOR RECEPTACLES (ALL TYPES EXCEPT

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AND OTHER CONTROLS (THERMOSTATS, ETC.)

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SWITCHES, FIRE ALARM PULL STATIONS

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MOUNT 80" TO BOTTOM OF JUNCTION BOX

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18" MIN.

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1

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D.

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TEST

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SWITCH

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HOT

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LOCAL SWITCH

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%%UGENERAL NOTES:

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A.

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C.

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B.

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LAMP LEADS NOT SHOWN. CONTRACTOR TO REFER TO BALLAST MANUFACTURER'S WIRING DIAGRAMS PRIOR TO ELECTRICAL INSTALLATION. CONTRACTOR TO TEST ALL EMERGENCY FIXTURES TO INSURE PROPER OPERATION. EMERGENCY BALLAST AND AC BALLAST MUST BE FED FROM SAME BRANCH CIRCUIT TO INSURE PROPER OPERATION. CHARGING LEADS FOR BATTERY BALLAST MUST BE CONNECTED AHEAD OF ALL LIGHTING CONTROLS (I.E. CONTRACTORS, RELAYS, SWITCHES, OCCUPANCY SENSORS, ETC.)

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SWITCH LEAD

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BALLAST

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3-LAMP

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EMERGENCY

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AC BALLAST

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NEUTRAL

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CHARGE CIRCUIT LEAD

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FIXTURE OPERATES AS STANDARD SWITCHED FIXTURE. NO LAMPS ARE ILLUMINATED WHILE THE SWITCH IS IN THE 'OFF' POSITION. ALL LAMPS ARE ILLUMINATED WHEN THE SWITCH IS IN THE 'ON' POSITION. THE EMERGENCY BALLAST IS IN STANDBY/CHARGING MODE.

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%%USEQUENCE OF OPPERATION:

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EMERGENCY BALLAST IMMEDIATELY SWITCHES TO EMERGENCY MODE, KEEPING LAMPS ILLUMINATED FOR A MINIMUM OF 90 MINUTES, REGARDLESS OF SWITCH POSITION. WHEN AC POWER IS RESTORED, THE EMERGENCY BALLAST AUTOMATICALLY RETURNS TO STANDBY/CHARGING MODE.

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DURING AC POWER FAILURE:

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DURING NORMAL AC OPERATION:

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SCALE:

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%%UUNSWITCHED EMERGENCY FIXTURE DETAIL

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NONE

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%%USWITCHED EMERGENCY FIXTURE DETAIL

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NONE

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%%UTYPICAL RECESSED FLUORESCENT FIXTURE DETAIL

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NONE

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%%UELECTRICAL DEVICE PLACEMENT DETAIL

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%%UADA REQUIREMENTS DETAIL

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NONE

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%%URECEPTACLE GROUNDING DETAIL

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NONE

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