A8.0 MILLWORK ELEVATIONS & DETAILS - Jacksonville Permit S… · sheet a8.0 for wall types finish...
Transcript of A8.0 MILLWORK ELEVATIONS & DETAILS - Jacksonville Permit S… · sheet a8.0 for wall types finish...
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
SUITE 1JACKSONVILLE, FL 32256
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.
© 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
SUITE 1JACKSONVILLE, FL 32256
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
X
GENERAL NOTES
G0.1
TENANT SUITELOCATION
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
SUITE 1JACKSONVILLE, FL 32256
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
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.
© 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
SUITE 1JACKSONVILLE, FL 32256
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
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.
© 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
SUITE 1JACKSONVILLE, FL 32256
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
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.
• 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.
• 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.
© 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
SUITE 1JACKSONVILLE, FL 32256
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
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)
EXISTINGCONCRETE RAMP
CONTRACTORSERVICE AREA201
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.
© 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
SUITE 1JACKSONVILLE, FL 32256
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
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
EXISTINGCONCRETE RAMP
CONTRACTORSERVICE AREA201
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.
• BULLETED NOTES ARE GENERAL CONDITIONS REQUIRED FOR THE PLAN.NUMBERED NOTATIONS REFERENCE SPECIFIC LOCATIONS ON THE DRAWINGS.
• REVIEW ENGINEERING DOCUMENTS IN CONJUNCTION WITH ARCHITECTURALPLANS AND COORDINATE WORK TO INCLUDE REQUIREMENTS OF BOTHDISCIPLINES.
• ANY WORK THAT HAS THE POTENTIAL TO DISRUPT NORMAL BUSINESS ACTIVITYMUST BE PERFORMED OUTSIDE NORMAL BUSINESS HOURS.
• 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.
© 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
SUITE 1JACKSONVILLE, FL 32256
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
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
EXISTINGCONCRETE RAMP
A3.0
TRUE NORTH
NO
RTH
NO
RTH
R
EXISTINGCONCRETE RAMP
A3.0
REFLECTED CEILING 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.
• 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.
• ALL APPLICABLE CODES AND REGULATIONS SHALL BE COMPLIED WITH.
• 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.
© 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
SUITE 1JACKSONVILLE, FL 32256
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
01 REFLECTED CEILING PLANSCALE: 1/8" = 1'-0"
REFLECTEDCEILING PLAN
A2.3
X
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
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
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
FINISH 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.
• 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.
© 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
SUITE 1JACKSONVILLE, FL 32256
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
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 APPLICABLE CODES AND REGULATIONS SHALL BE COMPLIED WITH.
• 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.
© 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
SUITE 1JACKSONVILLE, FL 32256
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
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
PROVIDED ANDINSTALLED BY G.C.
TO
BO
TTO
M E
DG
E O
F
RE
FLE
CTI
VE
SU
RFA
CE
30" X 48" MIRROR A10 TOILET PAPERDISPENSER
PROVIDED ANDINSTALLED BY G.C.
7"- 9"
CL
GEORGIA-PACIFICCOMPACT STAINLESSSTEEL SIDE-BY-SIDEDOUBLE ROLLMODEL: 56798
15"
MIN
A11
PROVIDED ANDINSTALLED BY G.C.
SOAP DISPENSER
48" M
AX
(TO
B.O
. DIS
P)
GEORGIA-PACIFICENMOTION BRUSHEDSTAINLESS STEELAUTOMATEDTOUCHLESS SOAPDISPENSERSURFACE-MOUNTEDSOAP DISPENSERSPEC #: 10067673MFR #: 52054
TRASHRECEPTACLE
A12
PROVIDED ANDINSTALLED BY G.C.
GEORGIA-PACIFICSTAINLESS STEELTRASH RECEPTACLE(16" O.C. STUDS)SPEC #: 10043760MFR #: 59491
PAPER TOWELDISPENSER
40" M
AX
. TO
DIS
P. S
LOT
A13
PROVIDED ANDINSTALLED BY G.C.
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
PROVIDED ANDINSTALLED BY G.C.
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.
© 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
SUITE 1JACKSONVILLE, FL 32256
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
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
SHOWROOM FLOOR TILE OPTIONS
WARM TILE OPTION #2
IMAGICA IG95 VISION
4x48, 6x48 & 8x48;
1
3
STAGGER
GROUT:
CUSTOM: #183 CHATEAU
LATICRETE: #17 MARBLE BEIGE
MAPEI: #39 IVORY
SHOWROOM FLOOR TILE OPTIONS
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
SHOWROOM FLOOR TILE OPTIONS
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
SHOWROOM FLOOR TILE OPTIONS
COOL TILE OPTION #2
CONSULATE CS07 EMBASSY SILVER
24x48;
1
3
STAGGER
GROUT:
CUSTOM: #546 CAPE GRAY
LATICRETE: #78 STERLING SILVER
MAPEI: #27 SILVER
SHOWROOM FLOOR TILE OPTIONS
COOL TILE OPTION #3
AMBASSADOR AM34 JET-SETTER DUSK
12x24 POLISHED; 24x24 UNPOLISHED
GROUT:
CUSTOM: #542 GRAYSTONE
LATICRETE: #78 STERLING SILVER
MAPEI: #107 IRON
SHOWROOM FLOOR TILE OPTIONS
COOL TILE OPTION #4
IMAGICA IG97 HAZE, UNPOLISHED
4x48, 6x48 & 8x48;
1
3
STAGGER
GROUT:
CUSTOM: #542 GRAYSTONE
LATICRETE: #78 STERLING SILVER
MAPEI: #11 SAHARA BEIGE
SHOWROOM COUNTERTOP OPTIONS
WARM TILE PACKAGE
RECEPTION DESK
WORK COUNTER:
ONE QUARTZ NQ30 MORNING FROST 2CM
TOP SHELF:
ONE QUARTZ NQ30 MORNING FROST 2CM
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:
ONE QUARTZ NQ30 MORNING FROST 2CM
TOP SHELF:
ONE QUARTZ NQ30 MORNING FROST 2CM
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
MAPEI: #11 SAHARA BEIGE
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
LATICRETE: #60 DUSTY GREY
MAPEI: #27 SILVER
FLOOR TILE:
MARBLE ATTACHE MA84 CRUX
(SINGLE STALL) 2x5, MATTE; ELONGATED HEXAGON
(MULTI STALL) 24x24, MATTE;
1
3
STAGGER
FLOOR GROUT:
CUSTOM: #542 GRAYSTONE
LATICRETE: #78 STERLING SILVER
MAPEI: #11 SAHARA BEIGE
FLOOR TILE:
HAUT MONDE HM03 GLITTERATI GRANITE,
UNPOLISHED
12x24;
1
3
STAGGER
FLOOR GROUT:
CUSTOM: #335 WINTER GRAY
LATICRETE: #60 DUSTY GREY
MAPEI: #19 PEARL GRAY
EMPLOYEE RESTROOM COOL TILE OPTION #1
WALL TILE:
A FORMULA FM96 EQUATION GREY, POLISHED
12x24; HORIZONTAL GRID
B CRYSTAL SHORES CS96 EMERALD ISLE
LINEAR INTERLOCKING MOSAIC; 6" BAND
C SCHLUTER A100 ACGB
WALL GROUT:
CUSTOM: #542 GRAYSTONE
LATICRETE: #89 SMOKE GRAY
MAPEI: #02 PEWTER
FLOOR TILE:
FORMULA FM94 AXIOM SILVER, UNPOLISHED
24x24;
1
3
STAGGER
FLOOR GROUT:
CUSTOM: #335 WINTER GRAY
LATICRETE: #78 STERLING SILVER
MAPEI: #11 SAHARA BEIGE
WAREHOUSE RESTROOM COOL TILE OPTION #1
WALL TILE:
A SEVERINO SV98 CENERE FOG
10x14; GRID
B SEVERINO SV98 CENERE FOG
3x10 BULLNOSE
WALL GROUT:
CUSTOM: #386 OYSTER GRAY
LATICRETE: #78 STERLING SILVER
MAPEI: #02 PEWTER
FLOOR TILE:
EMBLEM EM03 GREY
7x20;
1
3
STAGGER
FLOOR GROUT:
CUSTOM: #386 OYSTER GRAY
LATICRETE: #78 STERLING SILVER
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:
CUSTOM: #542 GRAYSTONE
LATICRETE: #89 SMOKE GREY
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
LATICRETE: #17 MARBLE BEIGE
MAPEI: #15 BONE
FLOOR TILE:
MARBLE ATTACHE MA86 TURKISH SKYLINE
SATIN **MATTE WHEN AVAILABLE**
12x24; HORIZONTAL GRID
FLOOR GROUT:
CUSTOM: #542 GRAYSTONE
LATICRETE: #89 SMOKE GREY
MAPEI: #103 COBBLESTONE
FLOOR TILE:
FORMULA FM97 ROOTS BROWN, UNPOLISHED
24x24; HORIZONTAL GRID
FLOOR GROUT:
CUSTOM: #185 NEW TAUPE
LATICRETE: #60 DUSTY GREY
MAPEI: #09 GRAY
EMPLOYEE RESTROOM WARM TILE OPTION #1
WALL TILE:
A RIVER MARBLE RM91 SANDY FLATS
12x36; HORIZONTAL GRID
WET WALLS (2), FLOOR TO CEILING
B RENDER METALS RE98
CLASSIC BRONZE PANED
3x18; VERTICAL INSET
WALL GROUT:
CUSTOM: #145 LIGHT SMOKE
LATICRETE: #40 LATTE
MAPEI: #35 NAVAJO BROWN
FLOOR TILE:
PORTFOLIO PF11 NOCE
24x24; HORIZONTAL GRID
FLOOR GROUT:
CUSTOM: #185 NEW TAUPE
LATICRETE: #60 DUSTY GREY
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
LATICRETE: #17 MARBLE BEIGE
MAPEI: #39 IVORY
FLOOR TILE:
AFFINITY AF02 BEIGE
18x18; OFFSET
FLOOR GROUT:
CUSTOM: #145 LIGHT SMOKE
LATICRETE: #56 DESERT KHAKI
MAPEI: #106 WALNUT
B
A
4'-7"
6"
4'-4"
C
B
A
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
SUITE 1JACKSONVILLE, FL 32256
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
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)
- (NOT ALL NOTES MAY APPLY)
- (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.
© 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
SUITE 1JACKSONVILLE, FL 32256
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 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.
© 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
SUITE 1JACKSONVILLE, FL 32256
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
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.
© 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 #9454 PHILIPS HIGHWAY
SUITE 1JACKSONVILLE, FL 32256
464-022
08/25/2017XX/XX/2017
XX/XX/2017
09/25/2017
XX/XX/2017
PROJECT COORDINATOR/ DESIGN CONSULTANT
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
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 #9454 PHILIPS HIGHWAY
SUITE 1JACKSONVILLE, FL 32256
464-022
08/25/2017XX/XX/2017
XX/XX/2017
09/25/2017
XX/XX/2017
PROJECT COORDINATOR/ DESIGN CONSULTANT
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-2
COVER SHEETNOTES
GENERAL NOTES
COFFEE BAR
C
FA
(LE
FT)
E
A (L
EFT
)G
D
AA (RIGHT)
R
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 #9454 PHILIPS HIGHWAY
SUITE 1JACKSONVILLE, FL 32256
464-022
08/25/2017XX/XX/2017
XX/XX/2017
09/25/2017
XX/XX/2017
PROJECT COORDINATOR/ DESIGN CONSULTANT
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
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.
COMMS/ITCLOSET210
FIRE RISERROOM208
HALLWAY205
JAN.CLOSET204
MEN202
WOMEN203
OFFICE206
OFFICE207
WAREHOUSE209
CONTRACTORSERVICE AREA201
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 #9454 PHILIPS HIGHWAY
SUITE 1JACKSONVILLE, FL 32256
464-022
08/25/2017XX/XX/2017
XX/XX/2017
09/25/2017
XX/XX/2017
PROJECT COORDINATOR/ DESIGN CONSULTANT
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
P-1
PLUMBINGFLOOR PLAN
TRUE NORTH
NO
RTH
NO
RTH
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
CONTRACTORSERVICE AREA201
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.
© 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 #9454 PHILIPS HIGHWAY
SUITE 1JACKSONVILLE, FL 32256
464-022
08/25/2017XX/XX/2017
XX/XX/2017
09/25/2017
XX/XX/2017
PROJECT COORDINATOR/ DESIGN CONSULTANT
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
E-1
LIGHTINGFLOOR PLAN
TRUE NORTH
NO
RTH
NO
RTH
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
CONTRACTORSERVICE AREA201
RISER NOTES:
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 #9454 PHILIPS HIGHWAY
SUITE 1JACKSONVILLE, FL 32256
464-022
08/25/2017XX/XX/2017
XX/XX/2017
09/25/2017
XX/XX/2017
PROJECT COORDINATOR/ DESIGN CONSULTANT
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
E-2
POWERFLOOR PLAN
TRUE NORTH
NO
RTH
NO
RTH
FIRE ALARM NOTE
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 #9454 PHILIPS HIGHWAY
SUITE 1JACKSONVILLE, FL 32256
464-022
08/25/2017XX/XX/2017
XX/XX/2017
09/25/2017
XX/XX/2017
PROJECT COORDINATOR/ DESIGN CONSULTANT
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
E-3
ELECTRICALDETAILS