Architectural Plans-420 E Deer Springs Way1 12-22-2020 - PER CITY & CLIENT
COMMENTS ARR
ISSUE 1 - BID - PERMIT DRAWINGS
11-13-2020
GROSS LEASEABLE AREA
2,576 SQ. FT.LANDLORD TENANT IMPROVEMENT- SUITE 100 - 420 E. DEER SPRINGS WAY LAS VEGAS NV 89064420 E. DEER SPRINGS WAY N. LAS VEGAS, NV 89064
ISSUE / DATE:REVISION:
CODE INFORMATION
FULLY SPRINKLERED
CONSTRUCTION TYPE: 3B
OCCUPANCY CLASS: MERCHANTILE
TOTAL GROSS SQUARE FOOTAGE = 2,576 SF
FRONT OF HOUSE AREA = 1,195 SF = 20
(60 S.F./ OCCUPANT)
BACK OF HOUSE AREA = 1,146 SF = 4
(300 S.F. / OCCUPANT)
TOTAL OCCUPANT LOAD = 24
NO. OF EMPLOYEES = 15 PERSONS
BUILDING DEPARTMENT
CITY OF NORTH LAS VEGAS BUILDING & FIRE SAFETY
2250 LAS VEGAS BLVD.
NORTH SUITE 125
NORTH LAS VEGAS, NV 89030
PH: (702) 633-1536
SCALE:1/8"=1'-0"
LOD PLAN
EXPIRES - 12-31-2020REGISTERE
D
D A V I D A . LEV
Y
STATE OF NE V A D AARCHIT E C T
No. 3482
CODES
2018 INTERNATIONAL BUILDING CODE WITH AMENDMENTS
2018 INTERNATIONAL EXISTING BUILDING CODE WITH AMENDMENTS
2018 INTERNATIONAL ENERGY CONSERVATION CODE WITH AMENDMENTS
2017 NATIONAL ELECTRICAL CODE WITH AMENDMENTS
2018 UNIFORM MECHANICAL CODE WITH AMENDMENTS
2018 UNIFORM PLUMBING CODE WITH AMENDMENTS
2018 INTERNATIONAL FIRE CODE WITH LOCAL ORDINANCE AND AMENDMENTS
SITE MAP
420 E. DEER SPRINGS WAY N. LAS VEGAS, NV 89064
VICINITY MAP
420 E DEER SPRINGS WAY N. LAS VEGAS, NV 89064
GROUND FLOOR
STRUCTURAL _
S100 GENERAL NOTES
S100A GENERAL NOTES
S200 FOUNDATION / FIRST FLOOR PLAN
S201 ROOF FRAMING PLAN
S300 SECTIONS & DETAILS
S400 SECTIONS & DETAILS
PLUMBING _
P100 OVERALL PLUMBING PLAN
P200 PLUMBING SCHEDULES & ISOMETRICS
P300 PLUMBING DETAILS / SPECIFICATIONS
FIRE ALARM
FA100 FIRE ALARM FLOOR PLAN
FIRE PROTECTION
FP100 FIRE PROTECTION PLAN, NOTES & SPECIFICATIONS
MECHANICAL _
M100 MECHANICAL PLAN
M101 MECHANICAL ROOF PLAN
M200 MECHANICAL DETAILS & SCHEDULES
M300 MECHANICAL SPECIFICATIONS
ELECTRICAL _
E100 LIGHTING FIXTURE SCHEDULE AND SYMBOL LEGEND
E200 LIGHTING PLAN
E300 POWER & COMMUNICATIONS PLAN
E400 SECURITY PLAN
E500 POWER RISER DIAGRAM / PANEL SCHEDULES
E600 ELECTRICAL SPECIFICATIONS
INDEX OF DRAWINGS
ARCHITECTURAL _
GENERAL INFORMATION
G100 TITLE SHEET / INDEX / CODE INFO
G101 GENERAL NOTES
G102 FINISH SCHEDULE
PLANS
A100 FLOOR PLAN
A101 FRAMING PLAN
A102 FIXTURE FLOOR PLAN
A103 FINISH PLAN
A120 ENLARGED PLAN / ELEVATIONS - TOILET ROOMS
A130 ROOF PLAN
CEILING
A200 REFLECTED CEILING / LIGHTING PLAN
A210 CEILING DETAILS
STOREFRONT
A300 STOREFRONT ELEVATIONS
ELEVATIONS
A400 INTERIOR ELEVATIONS - SALES
A410 INTERIOR ELEVATIONS - BACK OF HOUSE
A411 INTERIOR ELEVATIONS - BACK OF HOUSE
SECTIONS / DETAILS
A510 SECTIONS/ DETAILS- ROLL DOWN SECURITY DOOR
A511 DETAILS- ROLL DOWN SECURITY DOOR
A530 INTERIOR FINISH DETAILS
A531 INTERIOR DETAILS
DOORS & WINDOWS
A600 DOOR SCHEDULE / DOOR & FLOORING DETAILS
SPECIFICATIONS
A700 ARCHITECTURAL SPECIFICATIONS
A701 ARCHITECTURAL SPECIFICATIONS
DEVELOPER
5TH & DEER SPRINGS, LLC
2009 E. WINDMILL LANE
LAS VEGAS, NV 89123
PH: (702) 553-9488
TONY HAMA
tony@capsourcenv.com
ENGINEERING CONSULTANTS
MECHANICAL
POINT ONE DESIGN
9941 YORK THETA DR.
N. ROYALTON, OH 44133
PH: (440) 230-1800 FX: (440) 230-1831
ELECTRICAL
STADELMAN ASSOCIATES
8614 HARTMAN ROAD
WADSWORTH, OH 44281
PH: (330) 926-2600 FX: (330) 926-4531
STRUCTURAL
SHENBERGER & ASSOCIATES, INC.
8227 BRECKSVILLE ROAD
CLEVELAND, OH 44141
PH: (440) 526-3100 FX: (440) 526-7753
LANDLORD TENANT IMPROVEMENT
SUITE 100
SPECIAL INSPECTIONS REQUIRED
THIS PROJECT WILL REQUIRE SPECIAL INSPECTIONS WITH A LICENSED SPECIAL
INSPECTION SERVICE RECOGIZED BY THE CITY OF NORTH LAS VEGAS. G.C. TO
COORDNATE SLECTED SPECAIL INSPECTION SERVICE PROVIDED THE PROJECT
CONSTRUCTION MANAGER & ARCHITECT.
REQUIRED INSPECTIONS ITEMS INCLUDE:
1. C (CONCRETE)
2. S (STEEL CONSTRUCTION)
3. Xb (POST INSTALLED CONCRETE ANCHORS)
4. Xj (SUSPENDED CEILINGS)
GENERAL NOTES
1.GENERAL CONTRACTOR AND SUBCONTRACTORS ARE REQUIRED TO REVIEW THESE NOTES PRIOR TO BIDDING AND TO FAMILIARIZE
ALL PERSONS WORKING ON THIS PROJECT WITH THESE GENERAL NOTES AND THE CONTRACT DOCUMENTS, INCLUDING BUT NOT
LIMITED TO; THE EXECUTED LEASE AGREEMENT BETWEEN LANDLORD AND TENANT. ANY DISCREPANCY BETWEEN THESE CONTRACT
DOCUMENTS AND THE LEASE INFORMATION IS TO BE REPORTED TO ARCHITECT PRIOR TO THE START OF ANY WORK. THE GENERAL
CONTRACTOR SHALL BE RESPONSIBLE FOR FULLY ACQUAINTING THEMSELVES WITH THE CONTENT AND SCOPE OF THESE
DOCUMENTS. ALL WORK IS BY TENANT'S GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. WORK DECLARED UNACCEPTABLE BY
THE TENANT AND OR LANDLORD SHALL BE CORRECTED IN A MANNER AND TO A DEGREE OF QUALITY AS ACCEPTABLE BY THE TENANT
AND OR LANDLORD.
2. ALL CONTRACTORS SHALL BE BONDED AND LICENSED CONTRACTORS POSSESSING GOOD LABOR RELATIONS AND MUST BE CAPABLE
OF QUALITY WORKMANSHIP, COORDINATING WITH OTHER CONTRACTORS WORKING ON THE PROJECT. ARCHITECT IS TO BE NOTIFIED
IN WRITING OF THE NAMES, ADDRESSES, DAYTIME PHONE, FAX, AND EMERGENCY PHONE NUMBERS OF ALL SUBCONTRACTORS AND
SUPPLIERS WORKING ON THIS PROJECT.
3. THE GENERAL CONTRACTOR AND THE SUBCONTRACTORS FOR THE GENERAL CONTRACTOR SHALL PAY FOR AND OBTAIN ALL PERMITS
REQUIRED FOR THE WORK NOTED ON THESE PLANS AND SPECIFICATIONS. THIS INCLUDES PERMITS REQUIRED FOR FIXTURING
SUPPLIED BY TENANT (IF APPLICABLE). AS WELL AS COSTS FOR ALL INSPECTIONS BY AUTHORITIES HAVING JURISDICTION.
4. ALL WORK TO COMPLY WITH LOCAL, STATE AND FEDERAL CODES AND ORDINANCES AS WELL AS ANY OTHER GOVERNING AGENCIES
HAVING JURISDICTION.
5. THE GENERAL CONTRACTOR IS REQUIRED TO ADHERE TO ALL ACCESSIBILITY LAWS (A.D.A.) WHETHER STATED OR NOT ON THESE
CONTRACT DOCUMENTS. THIS LAW IS A CIVIL RIGHTS LAW AND THE EXCLUSION OF REQUIREMENTS BY THE LOCAL CODE OFFICIALS
DOES NOT RELIEVE THE TENANT OR THE GENERAL CONTRACTOR OF ADHERING TO THE NECESSARY WORK, EITHER DURING
CONSTRUCTION OR AFTER OCCUPANCY.
6. THE GENERAL CONTRACTOR SHALL COMPLY AND CONFORM TO ALL OF THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND
HEALTH ACT (OSHA), NO EXCEPTIONS WILL BE PERMITTED. THE PROVISIONS OF THE TENANT'S LEASE SHALL APPLY IN THE EVENT OF
VIOLATION RESULTING IN DAMAGES, CAUSES OF ACTION OR ANY CLAIMS ARISING THEREFROM, IF GENERAL CONTRACTOR AND / OR ITS
SUBCONTRACTORS DO NOT COMPLY WITH THIS ACT.
7. THE ARCHITECT SHALL NOT HAVE CONTROL OVER, CHARGE OF, OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,
TECHNIQUES, SEQUENCES, PROCEDURES, SAFETY PRECAUTIONS AND PROGRAMS, INCLUDING ANY AND ALL OSHA REQUIREMENTS, IN
CONNECTION WITH THE WORK.
8. PRIOR TO COMMENCEMENT OF ANY WORK, THE GENERAL CONTRACTOR SHALL CONTACT AND MEET WITH LANDLORD'S TENANT
COORDINATOR AND ARCHITECT REPRESENTATIVE FOR A PRE-CONSTRUCTION MEETING, AT WHICH TIME, HE /SHE WILL PRESENT TO
ALL PARTIES A LIST OF NAMES, ADDRESSES, BUSINESS PHONE, FAX AND EMERGENCY TELEPHONE NUMBERS OF THE
SUBCONTRACTORS FOR THIS PROJECT. THE GENERAL CONTRACTOR WILL COMPLETE THE CHECKLIST FORM (CONTRACTOR
INFORMATION FORM) REQUIRED FOR EACH TENANT'S SPACE THAT CONTRACTOR WILL BE WORKING ON AS REQUIRED UNDER LEASE
OBLIGATION. THE CHECKLIST FORM INCLUDING SCHEDULE INFORMATION AS WELL AS GENERAL CONTRACTOR AND SUBCONTRACTORS
INFORMATION IS TO BE SUBMITTED TO THE LANDLORD'S REPRESENTATIVE UPON ARRIVAL AT THE JOB SITE.
9. THE GENERAL CONTRACTOR IS TO COORDINATE WITH THE LANDLORD FOR SITE MOBILIZATION INCLUDING, BUT NOT LIMITED TO USE
OF PREMISES, MATERIAL STORAGE, SITE ACCESS, HOUSEKEEPING PROCEDURES, SECURITY, ETC.
10. EACH CONTRACTOR AND SUBCONTRACTOR SHALL MAKE APPROPRIATE ARRANGEMENTS WITH LANDLORD FOR TEMPORARY UTILITY
CONNECTIONS INCLUDING WATER AND ELECTRICITY. CONTRACTOR TO PAY THE COST OF THE CONNECTIONS AND OF PROPER
MAINTENANCE AND REMOVAL OF SAME, AND PAY ALL UTILITY CHARGES INCURRED AT THE PREVAILING RATES OF THE UTILITY
COMPANY PROVIDING SUCH SERVICE TO THE BUILDING, DURING THE COURSE OF CONSTRUCTION UP TO AND INCLUDING THE DATE OF
"TURN OVER" TO THE TENANT.
11. THE GENERAL CONTRACTOR IS TO NOTIFY THE LANDLORD / BUILDING FACILITIES MANAGER PRIOR TO THE COMMENCEMENT OF ALL
WORK REQUIRING THE CUTTING, REMOVING, ALTERING OR SHUTTING OFF ANY BUILDING UTILITY AND LIFE SAFETY SYSTEM.
12. ALL FLOOR SLAB PENETRATIONS SHALL HAVE WATERTIGHT SLEEVES EXTENDING A MINIMUM 4" A.F.F. AND MUST BE INSTALLED PER
LANDLORD'S CRITERIA. IF CONTRACTOR IS REQUIRED TO PENETRATE SUCH SLAB ABOVE, BELOW OR ADJACENT TO TENANT'S SPACE;
COORDINATION AND APPROVAL BY THE LANDLORD WILL BE NECESSARY PRIOR TO CORE DRILLING / SAWCUTTING. IF THIS IS A
STRUCTURAL SLAB THEN ANY AND ALL PENETRATIONS THROUGH SLAB MUST BE COORDINATED WITH THE LANDLORD'S
REPRESENTATIVE PRIOR TO STARTING WORK.
13. ANY ALTERATIONS, ADDITIONS, DRILLING, WELDING OR OTHER ATTACHMENT OR REINFORCEMENTS TO LANDLORD'S STRUCTURE TO
ACCOMMODATE TENANT'S WORK SHALL NOT BE PERFORMED WITHOUT LANDLORD'S APPROVAL, AND THIS CONTRACTOR SHALL LEAVE
LANDLORD'S STRUCTURE AS STRONG AS, OR STRONGER THAN, THE ORIGINAL DESIGN AND WITH FINISHES UNIMPAIRED. ONLY UTILIZE
LANDLORD'S DESIGNATED ROOFING CONTRACTOR FOR ALL ROOF PENETRATIONS, FLASHING AND COUNTER FLASHING.
14. THE GENERAL CONTRACTOR SHALL HAVE AT ALL TIMES, AT THE PREMISES, BUILDING DEPARTMENT APPROVED PERMIT DRAWINGS,
HEALTH DEPARTMENT APPROVED PERMIT DRAWINGS (IF APPLICABLE) AND LANDLORD APPROVED CONTRACT DOCUMENTS (WHEN
APPLICABLE).
15. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE REQUIRED TO CHECK AND VERIFY ALL DIMENSIONS AND FIELD
CONDITIONS AT BUILDING SITE AND PREMISES AND NOTIFY THE LANDLORD, THE LANDLORD'S REPRESENTATIVE, AND PROJECT
ARCHITECT OF ANY AND ALL DISCREPANCIES AND LIST ANY WORK NOT YET COMPLETED BEFORE STARTING WORK. IF THE GENERAL
CONTRACTOR IS REQUIRED TO INSTALL A STOREFRONT BARRICADE DURING THE CONSTRUCTION PHASE OF THIS PROJECT, SUCH
BARRICADE TO MEET THE LATEST BARRICADE DESIGN REQUIREMENTS, INCLUDING THE PAINTING OF SUCH BARRICADE AND ANY
SIGNAGE. ADDITIONALLY, THIS BARRICADE MUST BE MOVED OUT AS REQUIRED FOR STOREFRONT WORK AND / OR REMOVED AT THE
END OF THE CONSTRUCTION TIME PERIOD. CHECK WITH THE LANDLORD TO VERIFY IF A BARRICADE HAS PREVIOUSLY BEEN INSTALLED
ON THESE PREMISES IN ANTICIPATION OF CONSTRUCTION BY THE NEW TENANTS; IF THIS IS THE CASE, DO NOT INCLUDE ANY COST
FOR THE ACTUAL BARRICADE BUT DO INCLUDE COSTS FOR MOVING SUCH BARRICADES IN AND OUT, ANY OTHER SPECIFIC LANDLORD
REQUIREMENTS REGARDING SUCH BARRICADES, AND THE PAINTING AND / OR REMOVAL OF SUCH BARRICADES AFTER CONSTRUCTION.
16. ALL CONTRACTORS SHALL CHECK AND VERIFY ALL FIELD CONDITIONS AND SHALL HAVE SOLE RESPONSIBILITY FOR VERIFICATION OF
CLEAR HEIGHTS WITHIN THE PREMISES; ANY DISCREPANCIES SHALL BE REPORTED TO ARCHITECT IMMEDIATELY. THE GENERAL
CONTRACTOR IS TOTALLY RESPONSIBLE FOR ALL "HOLD" DIMENSIONS AND IS TO CONTACT ARCHITECT OF ANY DISCREPANCIES
VERBALLY AND ALSO IN WRITING PRIOR TO CONSTRUCTION.
17. CONTRACTOR IS TO VERIFY THAT THIS SPACE IS ASBESTOS FREE. NO ASBESTOS WORK IS TO BE COMPLETED BY THIS CONTRACTOR
UNLESS SPECIFICALLY NOTED IN THESE CONTRACT DOCUMENTS. IF ASBESTOS IS UNCOVERED, NOTIFY THE TENANT'S
REPRESENTATIVE IMMEDIATELY AND STOP ALL WORK. LANDLORD IS RESPONSIBLE FOR ALL ASBESTOS TESTING, FILING AND REMOVAL
18. THE GENERAL CONTRACTOR SHALL EXERCISE CAUTION SO AS NOT TO DISRUPT OR DAMAGE ANY UTILITIES OR SPRINKLER LINES
WHICH SERVICE ADJACENT TENANTS. THE CONTRACTOR WILL BEAR SOLE RESPONSIBILITY FOR ANY DISRUPTIONS OR DAMAGE TO
THESE SERVICES.
19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY REMOVAL, OR AS REQUIRED BY LANDLORD, OF TRASH, RUBBISH AND
SURPLUS MATERIALS RESULTING FROM CONSTRUCTION. THE CONTRACTORS AND SUBCONTRACTORS PARTICIPATING IN THE
PERFORMANCE OF TENANT'S WORK SHALL REMOVE AND DISPOSE OF, AT LEAST ONCE A WEEK AND MORE FREQUENTLY AS TENANT
MAY DIRECT, ALL DEBRIS AND RUBBISH CAUSED BY OR RESULTING FROM THE PERFORMANCE OF TENANT'S WORK AND, UPON
COMPLETION THEREOF, REMOVE ALL TEMPORARY STRUCTURES, SURPLUS MATERIALS, DEBRIS AND RUBBISH OF WHATEVER KIND
REMAINING IN THE BUILDING WHICH HAD BEEN BROUGHT IN OR CREATED BY THE CONTRACTOR AND SUBCONTRACTORS IN THE
PERFORMANCE OF TENANT'S WORK. THIS CONTRACTOR MUST MAINTAIN A CLEAR PATH OF EGRESS FROM THE PREMISES FREE FROM
TRASH AND RUBBISH AT ALL TIMES. ALL REMOVAL OF CONSTRUCTION DEBRIS TO AN APPROVED DUMPING SITE TO BE INCLUDED IN THE
GENERAL CONTRACTOR'S WORK.
20. THE GENERAL CONTRACTOR WILL BE REQUIRED TO PROTECT ALL NEUTRAL PIERS, LANDLORD'S AND ADJACENT TENANT
CONSTRUCTION IF ADJACENT TO THIS TENANT'S WORK, AND MAKE ANY AND ALL REQUIRED REPAIRS TO THE SATISFACTION OF THE
LANDLORD AND / OR THE TENANT IF THIS WORK IS DAMAGED.
21. DEMISING WALL FIRE RATING TO BE CONFIRMED BY GENERAL CONTRACTOR RESPONDING TO LANDLORD AND CODE REQUIREMENTS.
SEE CONTRACT DOCUMENTS FOR WALL INDICATIONS. ALL PENETRATIONS FOR SUPPLY OR RETURN AIR, ETC., TO HAVE PROPERLY
INSTALLED FIRE DAMPERS MEETING THE LATEST FIRE DEPARTMENT REQUIREMENTS, BASED ON SPECIFIC LOCATION OF TENANT'S
SPACE IN BUILDING THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPROVAL FROM THE BUILDING AND ELECTRICAL
INSPECTORS FOR ALL CONCEALED WORK PRIOR TO CLOSING UP WALLS, FLOORS, CEILINGS.
22. SPRINKLER SYSTEM DESIGN AND / OR LAYOUT MODIFICATION, (IF APPLICABLE) TO BE PROVIDED BY THE DESIGNATED SPRINKLER
SUBCONTRACTOR AND ALL SUBMISSIONS TO THE FIRE MARSHALL AND BUILDING INSPECTOR FOR THE NECESSARY APPROVAL ARE THE
RESPONSIBILITY OF THE SPRINKLER SUBCONTRACTOR. GENERAL CONTRACTOR TO VERIFY WITH THE LANDLORD OR LANDLORD'S
CRITERIA IF SPRINKLER CONTRACTOR IS TO BE LANDLORD'S APPROVED OR DESIGNATED CONTRACTOR. SPRINKLER HEAD SPACING TO
CONFORM WITH THE LATEST N.F.P.A. STANDARDS (PAMPHLET 13) AND ALL CODES HAVING JURISDICTION. SPRINKLER HEAD BRANCH
LINES, DROPS AND HEADS ARE THE RESPONSIBILITY OF THE SPRINKLER SUBCONTRACTOR AND THE DESIGN MUST BE BASED ON
FLOOR LAYOUT AND REFLECTED CEILING PLANS. APPROVALS BY LANDLORD, LANDLORD'S INSURANCE UNDERWRITER AND THE
BUILDING INSPECTOR AND FIRE MARSHALL WILL BE REQUIRED.
GENERAL CONTRACTOR TO FURNISH AND INSTALL ANY / ALL REQUIRED FIRE ALARM, SMOKE EVACUATION, SMOKE DETECTION
23. GENERAL CONTRACTOR TO FURNISH AND INSTALL ANY / ALL REQUIRED FIRE ALARM, SMOKE EVACUATION, SMOKE DETECTION
SYSTEMS, INCLUDING ANY / ALL PARTS AND LABOR (OR MODIFY EXISTING AS REQUIRED), TO MEET LOCAL CODES, LANDLORD
REQUIREMENTS AND FIRE MARSHAL SPECIFICATION, WHETHER SUCH WORK IS OR IS NOT SHOWN IN THE CONSTRUCTION DOCUMENTS.
IF A SMOKE EVACUATION AND / OR DETECTION SYSTEM OCCURS FOR THIS SPACE, IT SHALL BE LEFT INTACT DURING CONSTRUCTION
AND ANY NEW WORK, MODIFICATION AND REWIRING TO BE COMPLETED DURING CONSTRUCTION PHASE TO POINT OF NEW PANELS. IF
SMOKE DETECTORS ARE REQUIRED TO BE HARD WIRED TO LANDLORD FIRE ALARM SYSTEM, THEY ARE TO BE PER LANDLORD'S
SYSTEM. CONTRACTOR TO CONTACT LANDLORD OR APPROVED AGENTS FOR PURCHASE AND INSTALLATION OF DETECTORS AT G.C.
EXPENSE. G.C. AND / OR ITS FIRE ALARM SUBCONTRACTOR TO CONTACT LANDLORD FOR FINAL POINT OF CONNECTION TO LANDLORD'S
FIRE ALARM JUNCTION BOX AND PERFORM WORK AT CONTRACTOR'S EXPENSE.
24. THE GENERAL CONTRACTOR SHALL FURNISH AND INSTALL, AS REQUIRED, BEGINNING WITH THE CONSTRUCTION PHASE, HAND
OPERATED FIRE EXTINGUISHERS, U.L. RATED, AS PER LOCAL CODE REQUIREMENTS: PLACEMENT AS APPROVED BY TENANT AND LOCAL
BUILDING OFFICIAL.
25. ALL EXITS SHALL BE UNOBSTRUCTED AT ALL TIMES DURING CONSTRUCTION AND OCCUPANCY.
26. THE PROPER RECEIPT OF ALL NEW MATERIALS, EQUIPMENT, MILLWORK, FIXTURES, ETC. AT THE JOB SITE IS THE RESPONSIBILITY OF
THE GENERAL CONTRACTOR, AND / OR ITS SUBCONTRACTORS. THE CONTRACTOR IS RESPONSIBLE TO UNLOAD, STORE AND SECURE
ALL MATERIALS AND EQUIPMENT REQUIRED FOR THE PROJECT. GENERAL CONTRACTOR TO IMMEDIATELY ADVISE ARCHITECT OF ALL
DAMAGED OR DEFICIENT SHIPMENTS OF MATERIALS AND EQUIPMENT, WHETHER SUPPLIED BY TENANT OR DIRECTLY BY CONTRACTOR
OR ITS SUPPLIERS. GENERAL CONTRACTOR TO COMPLETE AND SUBMIT ALL NECESSARY PAPERWORK AND ARRANGE INSPECTIONS OF
DAMAGED GOODS AS PER TENANT CONSTRUCTION DEPT. REQUIREMENTS. NOTIFY ARCHITECT OF ANY POSSIBLE DELAYS. INCOMPLETE
ORDERS AND DELAYS ARE TO BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE SUPPLIER AND ARCHITECT. SUBMIT
CONFIRMATION OF ALL ORDERS, DELIVERY DATES, AND A FULL WRITTEN SCHEDULE TO ARCHITECT.
27. ALL THE FLOOR FINISHES, WITHIN THE PREMISES, OR AT THE TRANSITION BETWEEN LANDLORD FLOOR FINISHES AND TENANT'S FLOOR
FINISHES (AT ENTRY OR REAR DOOR, IF APPLICABLE) ARE TO BE SMOOTH AND LEVEL TO AVOID TRIPPING HAZARDS AND BE WITHIN
THE REQUIREMENTS OF BARRIER FREE DESIGN. IF AN EXPANSION JOINT COVER IS REQUIRED, SUCH COVER IS TO BE LEVEL AND
SMOOTH WITH TENANT'S FLOOR FINISH ELEVATION AND WILL NOT PROJECT ABOVE SUCH FLOOR FINISH ELEVATION. IF THE EXISTING
SLABS ARE NOT LEVEL, THE GENERAL CONTRACTOR IS REQUIRED TO COMPLETE EXTENSIVE FLASH PATCHING THROUGHOUT TO
OBTAIN A SMOOTH AND LEVEL CONCRETE SLAB.
28. SHOULD AN EXPANSION JOINT OCCUR IN THE LEASED PREMISES, GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION
AFFECTED BY SUCH JOINT, INCLUDING FURNISHING AND INSTALLING A LEVEL, SLAB HEIGHT EXPANSION JOINT COVER, INCLUDING
FLOOR, WALLS AND CEILING. GENERAL CONTRACTOR SHALL MAINTAIN INTEGRITY OF ALL SUCH EXPANSION JOINTS IN A MANNER
CONSISTENT WITH ACCEPTABLE CONSTRUCTION DESIGN PRACTICES.
29. THE STRUCTURAL SYSTEM OF THE BUILDING HAS BEEN DESIGNED TO CARRY A MAXIMUM LIVE LOAD AS SPECIFIED IN THE EXECUTED
LEASE AGREEMENT, AND THE LANDLORD'S OR TENANT'S GENERAL CONTRACTOR AND / OR THEIR SUBCONTRACTOR AND / OR ANY AND
ALL MATERIAL SUPPLY HANDLERS NOT TO IMPOSE ANY LOADING FOR ANY OF THE TENANT'S WORK ON A TEMPORARY OR PERMANENT
BASIS WHICH CAN EXCEED SUCH SPECIFIED LOAD.
30. THE GENERAL CONTRACTOR IS RESPONSIBLE TO CUT AND FRAME ALL OPENINGS FOR OTHER TRADES, SUCH AS MECHANICAL,
SPRINKLER, PLUMBING, ELECTRICAL, FIXTURE CONTRACTOR, THROUGH PARTITIONS AND STRUCTURAL WALLS. ALL PENETRATIONS
THROUGH RATED WALLS, WITH DUCTS OR PIPING, TO BE FILLED AT OPENING WITH "FIRESTOPPING" MATERIALS TO MAINTAIN THE
INTEGRITY OF THE SPECIFIED RATING OF THE WALL.
31. ALL CLEARANCES OF PIPES AND DUCT WORK INSTALLED BY THE GENERAL CONTRACTOR OR SUBCONTRACTORS MUST BE MAINTAINED
FOR ADEQUATE HEIGHTS REQUIRED FOR CEILING SYSTEM AND LIGHT FIXTURES. CONTRACTOR MUST REVIEW ENTIRE SET OF
CONTRACT DOCUMENTS FOR CEILING HEIGHTS. GENERAL CONTRACTOR (OR DESIGNATED AUTHORIZED CONTRACTOR AT GENERAL
CONTRACTOR'S EXPENSE) TO REMOVE OR REPLACE AS REQUIRED ANY AND ALL EXISTING P.V.C. PIPING WITH LOCAL CODE
ALLOWABLE MATERIALS THROUGHOUT LEASED PREMISES.
32. ALL PLUMBING AND ELECTRICAL ROUGH-IN TO BE NEW AND ELECTRICAL SERVICE CONDUIT AND WIRE TO THE DEMISED PREMISES TO
BE EXTENDED TO THE POINT OF NEW PANELS BY THE CONTRACTOR AS NECESSARY AND SHOWN ON CONTRACT DOCUMENTS.
GENERAL CONTRACTOR TO FIELD VERIFY THAT THESE UTILITY LINES ARE AT OR ADJACENT TO TENANT'S SPACE AS NOTED AND AT THE
SIZE SPECIFIED, BASED ON GENERAL CONTRACTOR'S OR SUBCONTRACTOR'S PRE-BID REVIEW OF PREMISES. IF THE UTILITIES ARE NOT
IN LOCATIONS AS NOTED ON THE CONTRACT DOCUMENTS OR OF A SIZE LARGER OR SMALLER THAN NOTED, THIS CONTRACTOR IS TO
MODIFY THE SERVICE ACCORDINGLY WITH EITHER NEW CONDUIT AND / OR NEW COPPER SERVICE WIRE EXTENDING BACK TO
LANDLORD'S ELECTRICAL / METER ROOM SERVICE POINT, AND INCLUDE SUCH COSTS IN THE BID TO THE TENANT.
33. THE GENERAL CONTRACTOR WILL FURNISH AND INSTALL A COMPLETE MECHANICAL SYSTEM AS DIRECTED IN THE CONSTRUCTION
DOCUMENTS. GENERAL CONTRACTOR'S MECHANICAL CONTRACTOR(S) ARE REQUIRED TO COORDINATE WITH ALL OTHER
CONTRACTORS ON JOB TO MAINTAIN TENANT'S CEILING HEIGHT, LIGHT FIXTURE LOCATION, SPRINKLER BRANCH LINES, ETC.
34. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL SUBCONTRACTOR TO ENGINEER AND INSTALL ALL
NECESSARY MISC. STRUCTURAL STEEL SHAPES.
35. THE GENERAL CONTRACTOR AND / OR ITS ELECTRICAL SUBCONTRACTOR SHALL VERIFY ALL EQUIPMENT SPECIFICATIONS AND
REQUIREMENTS WITH ARCHITECT PRIOR TO START OF CONSTRUCTION. THIS CONTRACTOR TO VERIFY AMPERAGE / VOLTAGE
SPECIFICATIONS, WIRING SIZES AND REQUIREMENTS (SERVICE AND PANEL SPECIFICATION) WITH THE EQUIPMENT SUPPLIERS, AND
CHECK THE CONTRACT DOCUMENTS FOR MISCALCULATIONS, IN COORDINATION WITH EQUIPMENT SPECIFICATIONS FOR EQUIPMENT
SUPPLIED BY THE TENANT, THE CONTRACTORS OR OTHER SOURCES (AS SPECIFIED BY THE ARCHITECT) AS A DOUBLE CHECK TO
ASCERTAIN PROPER INSTALLATION OF EQUIPMENT AT THE CORRECT AMPERAGE / VOLTAGE AND WIRING SIZE. NO LIGHT FIXTURES ARE
TO BE ORDERED UNTIL THIS "DOUBLE CHECK" TAKES PLACE.
36. THE GENERAL CONTRACTOR AND / OR ELECTRICAL SUBCONTRACTOR IS TO INSTALL EMERGENCY AND EXIT LIGHTING, AS REQUIRED BY
LOCAL CODE OR AGENCIES HAVING JURISDICTION OVER THE PROJECT UNLESS NOTED OTHERWISE IN THE APPLICABLE
"RESPONSIBILITY SCHEDULE". THE EXIT / EMERGENCY LIGHTING SHOULD BE PROPERLY LABELED AND APPROVED TYPE LOCKOUTS
INSTALLED.
37. THE ELECTRICAL SUBCONTRACTOR IS TO PROVIDE A CIRCUIT DIRECTORY WITH PROPER PHASING AND BALANCING, WHICH IS TO
CONFORM TO THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND UNDERWRITER'S CODE. THE SIGN(S) JUNCTION BOX
PERMIT IS TO BE INCLUDED IN THE WORK FOR THE ELECTRICAL SUBCONTRACTOR AND THE BOX IS TO BE SUPPLIED BY THIS
CONTRACTOR AND PROPERLY LABELED.
38. ALL SWITCH / OUTLET PLATES / COVERS TO BE FINISHED IN SAME COLOR / WALL COVERING AS ADJACENT WALL FINISHES, UNLESS
NOTED OTHERWISE. FACTORY PAINTED GRILLES, DIFFUSERS, METAL TRIM (BUCKS, ETC.), ACCESSORIES, SWITCH AND OUTLET PLATES,
ETC., ARE TO BE PAINTED TO MATCH ADJACENT SURFACE IN AN ENAMEL, CLEANABLE FINISH, OR AS SPECIFIED ON THE CONTRACT
DOCUMENTS.
39. THE GENERAL CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL TRADES PRIOR TO FABRICATION AND INSTALLATION, AND
SUBMIT SAMPLE MATERIAL, COLOR AND FINISHES TO ARCHITECT FOR APPROVAL.
40. THE CONSTRUCTION DRAWINGS LISTED IN THESE CONTRACT DOCUMENTS HAVE BEEN PREPARED BASED ON THE BEST INFORMATION
AVAILABLE TO THE TENANT DURING PREPARATION OF THE CONTRACT DOCUMENTS. IN THE EVENT THAT PROBLEMS ARISE DURING THE
COURSE OF THE PROJECT, DUE TO UNKNOWN SITE CONDITIONS OR CODE AND LANDLORD REQUIREMENTS (IF ANY) THAT CONFLICT
WITH THE CONTRACT DOCUMENTS, THE GENERAL CONTRACTOR SHALL INFORM ARCHITECT.
SHEET TITLE :
SHEET NO. :
REVISION :
ISSUE / DATE:
CONSULTANT :
DRAWN BY:EXPIRES - 12-31-2020REGISTEREDDAVID A. LEVYSTATE OF NEVADAARCHITECTNo. 3482NORTH LAS VEGAS, NV 89084
420 EAST DEER SPRINGS WAY
ISSUE 1 - BID - PERMIT DRAWINGS
11-13-2020
LANDLORD TENANT IMPROVEMENT
SUITE 100
G101
GENERAL NOTES
DAL
SHEET TITLE :
SHEET NO. :
REVISION :
ISSUE / DATE:
CONSULTANT :
DRAWN BY:EXPIRES - 12-31-2020REGISTEREDDAVID A. LEVYSTATE OF NEVADAARCHITECTNo. 3482NORTH LAS VEGAS, NV 89084
420 EAST DEER SPRINGS WAY
ISSUE 1 - BID - PERMIT DRAWINGS
11-13-2020
LANDLORD TENANT IMPROVEMENT
SUITE 100
G102
FINISH SCHEDULE
DAL
1
36" AISLE48"X18"48"X24"48"X24"AIR
SCRUBBER
48" DESK- SITTING48" DESK- SITTING48" DESK- STANDING48" DESK- STANDINGATMATM 48"X24"48"X24"48"X24"FE
FE
FE GLASS DOORMERCHANDISINGREFRIGERATORGLASS DOORMERCHANDISINGREFRIGERATOR36" AISLE48"X18"48"X24"48"X24"48"X24"48"X24"48"X24"48" DESK- STANDING48" DESK- STANDINGTOPICALS
FLOWER & PREROLLCARTS &
DISPOSABLESSTORYTELLING STORYTELLINGACCESSORIESEDIBLESCONCENTRATESMICRO48" DESK- STANDINGSTORYTELLINGFESOUNDSYSTEM
SHEET TITLE :
SHEET NO. :
REVISION :
ISSUE / DATE:
CONSULTANT :
DRAWN BY:
1 12-22-2020 - PER CITY & CLIENT
COMMENTS ARREXPIRES - 12-31-2020REGISTEREDDAVID A. LEVYSTATE OF NEVADAARCHITECTNo. 3482NORTH LAS VEGAS, NV 89084
420 EAST DEER SPRINGS WAY
ISSUE 1 - BID - PERMIT DRAWINGS
11-13-2020
LANDLORD TENANT IMPROVEMENT
SUITE 100
A100
FLOOR PLAN
DAL
SCALE:1/4"=1'-0"
FLOOR PLAN
KEY NOTES - FLOOR PLAN
1
11
12
13
14
15
16
17
18
19
20
1
D/A410 C/A410A/A410B/A410
LEASE LINE1
2
3
NEW ELECTRICAL PANELS & EQUIPMENT
REFER TO ELECTRICAL DRAWINGS
4
5
6
7
8
9
10
NEW DATA / SECURITY CABINET.
REFER TO ELECTRICAL DRAWINGS.
ASSOC.
ENTRANCE /
DELIVERIES
UNISEX
TOILETROOM
CASH
ROOM
OFFICE
TELLERS
ELECTRICAL /
DATA /
SECURITY
EQUIPMENT
SECURE
STORAGE
CHECK-IN /
RECEPTION
295 SF
RECEPTION
LOBBY
SALES
HALLWAY
MOBILE POS
LOUNGE
A411 Q
R
N
P
1
9
3
2
11
4
8
6
12
5
7
A120
1
1
1
A410 M
J
K
L
A410 Q
A
O
P
A/A411A/A411B/A411
B/A411 C/A411D/A411
A400 J
K
L
M
BUILDING
SPRINKLER ROOM
N.I.C.
BUILDING
ELECTRICAL ROOM
N.I.C.
MAIN
ENTRY /
EXIT
EXTERIOR
PARKING
EXTERIOR
EXTERIOR
ADJACENT
TENANT
2 3
NEW ADA COMPLIANT HIGH-LOW DRINKING FOUNTAIN
REFER TO PLUMBING DRAWINGS
5
MOBILE / FIXED SHELVING SYSTEM.
EMPLOYEE LOCKERS.
6
7
OFFICE/ CASH ROOM DESKS.
REFRIGERATOR.
8
9
AIR SCRUBBER SYSTEM- MOBILE UNIT ON CASTERS.
NOT USED
KITCHEN CABINETS - REFER TO INTERIOR ELEVATIONS &
FINISH SCHEDULE.
QUEUE STANCHION ASSEMBLY.
FIRST AID KIT SUPPLIED AND INSTALLED BY SUPPLIES VENDOR.
16
18
9
COUNTERTOP MICROWAVE
48" X 36" WHITE BOARD
21
22
23
24
25
26
27 SOUND SYSTEM AMPLIFIER- REFER TO INTERIOR ELEVATIONS, ELECTRICAL
& VENDOR DRAWINGS.
ALL INTERIOR WALLS EXPOSED TO BOH/ SALES & EXTERIOR WALLS & CEILING IN
THE TELLER & SECURE STORE ROOMS TO RECEIVE CLARK-DIETRICH BM50 - 13 GA.
STEEL SECURITY BARRIER MESH BETWEEN FRAMING AND DRYWALL FINISH.
12" DEEP WALL SHELVING ON ADJUSTABLE WALL STANDARDS. REFER TO
INTERIOR ELEVATIONS & A531.
NEW MOP SINK- REFER TO PLUMBING DRAWINGS
12
12
11
69 SF
82 SF
40 SF
252 SF
43 SF
67 SF
794 SF
207 SF
ACCESSIBLE DOOR NOTE:
DASHED BOXES AT ACCESSIBLE DOORS REPRESENT THE REQUIRED
MANEUVERING CLEARANCES FOR PUSH AND PULL SIDES.
DISCRIPTIONTYPE
WALL SHELVING SCHEDULE
A SITTING DESK WALL SHELVING
DETAIL
1/A531
B STANDING DESK WALL SHELVING 2/A531
C FULL WALL SHELVING 10" SPACING 3/A531
D FULL WALL SHELVING 12" SPACING 4/A531
B
12 A
GLASS DOOR REFRIGERATOR.
FLOOR SAFES
48" X 36" CORK BOARD
20
12 C
12 C
11
B
20
9
453 SF
WALL MOUNTED QUE MONITOR- REFER TO ELECTRICAL
DRAWINGS & INTERIOR ELEVATIONS.
4
12 D
PORTABLE FIRE EXTINGUISHER.
COORDINATE EXACT LOCATION & QUANTITY WITH LOCAL FIRE OFFICIAL
13
13
21
12 D
21
A410 G
H
E
F
FIXTURE/ FURNISHINGS NOTE:
1. REFER TO A103 FOR ADDITIONAL FIXTURE/ FURNISHINGS INFORMATION &
RESPONSIBILITY SCHEDULE.
2. REFER TO FIXTURE/ FURNISHINGS ADDENDUM FOR ITEM SPECIFICATIONS.
12 C
1/A51022
24
23
NEW 3" X 3" X 1
4" STEEL SUPPORT POSTS FOR ROLL-UP SECURITY DOOR -
REFER TO A510 & STRUCTURAL DRAWINGS.
MOTORIZED CORNELL ROLLING SECURITY DOOR BY G.C.- REFER TO 1/A510.
STAINLESS STEEL PASS-THRU COUNTER AND OPENING SURROUND
PROVIDED BY & INSTALLED BY G.C.
22
C/A400
C/A400
D/A400B/A400BA400A/A400
E/A400
A/A400
10
17
15 19
13
13
25
TR ALCOVE
37 SF
FA400G/A400
H/A400A411 F
G
H
E
WALL SHELVING NOTES:
1. G.C. TO PROVIDE
12" F.R.T. FULL WALL BACKING AT
WALL SHELVING LOCATIONS. USE OF PARTIAL
BACKING, SCREWING DIRECTLY TO STUDS OR
EXPANSION FASTENERS IS NOT ACCEPTABLE.
2. WALL STANDARDS TO BE AT A MAXIUMUM OF 24" O.C.
3. ALL SHELF ENDS THAT DO NOT END INTO ADJACENT
WALL/ INSIDE CORNER TO RECEIVE CHAMFERED
SHELF CORNER.
4. ALL SHELVING EDGED TO BE FINISHED.
5. REFER TO A531 FOR ADDITIONAL INFORMATION.
26
26
1
1
1
12
1
WALL LEGEND NOTES:
1. WALL LEGEND AND NOTES THAT FOLLOW PROVIDE DIRECTION FOR PRIMARY WALL
STRUCTURE. REFER TO FINISH SCHEDULE AND INTERIOR ELEVATIONS FOR WALL FINISH
DIRECTION.
2. G.C. TO INSTALL ALL REQUIRED BLOCKING FOR CASEWORK, FIXTURES, EQUIPMENT, ETC.
REFER TO FLOOR PLANS, SECTIONS, DETAILS AND VENDOR SHOP DRAWINGS FOR
BLOCKING TYPE AND LOCATIONS.
3. STUD SIZES ARE 2-1/2", 3-5/8", 6", OR 8" AND ARE IDENTIFIED ON FLOOR PLANS.
4. ALL DIMENSIONS IDENTIFIED ON FLOOR PLANS ARE TO ROUGH FRAMING (STUD TO STUD).
5. DIMENSIONS FROM EXISTING WALLS ARE TO FINISH FACE OF WALL.
6. ALL METAL STUDS TO BE 20 GA. UNLESS IDENTIFIED OTHERWISE IN STRUCTURAL
DRAWINGS. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
7. G.C. TO USE MOISTURE RESISTANT GYPSUM BOARD (GREENBOARD) ON TOILET ROOM
WALLS AND KITCHENETTE AREAS.
8. ROUGH DOOR OPENINGS FOR COMMON DOORS - ALL ROUGH DOOR OPENINGS TO BE
LOCATED 4" OFF ADJACENT WALL AT HINGE SIDE JAMB- UNLESS DIMENSIONED OTHERWISE.
9. AT ALL EXISTING WALLS, PROVIDE FIRE RETARDANT/ NON-COMBUSTIBLE BLOCKING AS
REQUIRED WHERE FIXTURES, ACCESSORIES, HARDWARE, MILLWORK OR OTHER HEAVY
OBJECTS ARE TO ANCHORED. PATCH AND REPAIR EXISTING WALLS AS REQUIRED TO
MAINTAIN REQUIRED FORE RATING.
10. WALLS SURROUNDING WASHROOM TO BE FULLY INSULATED & PROVIDE ACOUSTIC
SEALANT FOR SOUND.
8'-714"
;26'-758"
EXISTING - V.I.F.
;26'-6"
EXISTING - V.I.F.;25'-538"EXISTING - V.I.F.;5'-5"EXISTING - V.I.F.;20'-012"EXISTING - V.I.F.358"8'-8"27'-034"
;44'-1114"
EXISTING - V.I.F.2'-9"24'-0"358";49'-678"EXISTING - V.I.F.358"25'-112"
;25'-518"
EXISTING - V.I.F.
;6'-414"
EXISTING - V.I.F.6'-014"358"1'-758"3'-2"R.O.1'-938"358"8'-314"358"9'-914";19'-212"EXISTING - V.I.F.358"
;7'-158"
EXISTING - V.I.F.16'-1138"2'-9"5'-3"358"16'-1112"1'-1138"358"6'-9"358"358"238"358"3'-838"3'-2"R.O.4"358"1158"3'-2"R.O.7'-838"358"4'-10"25'-112"358"12'-414"14'-312"4"4"58"
358"7'-712"358"5'-714"358"5'-7"35 8"
1'-158"
3'-2"
R.O.4"358"
3'-514"
6"
18'-314"
6"
4'-414"9'-014"358"14'-638"2'-114"35 8"9'-1"634"9'-014"358"2'-958"3'-714"778"7'-2"358"7'-058"8'-1158"358"7'-714"35 8"6'-458"3'-2"
R.O.
4"2'-1"834"
3"18'-73 4"
TUBE STEEL TO TUBE STEEL
3"
WALL LEGEND
EXISTING WALL ASSEMBLY TO REMAIN
EXISTING
WALL LEGEND NOMENCLATURE
E - EXISTING F - FURRING
W - WOOD R - FIRE RATED ASSEMBLY
S - STEEL P - PARTIAL HEIGHT WALL ( WALLS THAT DO NOT GO TO DECK)
M - MASONRY D - WALL BUILT TO DECK ABOVE (FULL HEIGHT WALL)
C - CONCRETE T - METAL STUDS BUILT TO B.O. TRUSS ABOVE
NEW METAL STUDS AT 16" O.C. WITH
5/8" GYPSUM BOARD BOTH SIDES.
CONSTRUCT METAL STUDS TO B.O. WOOD TRUSSES ABOVE.
INSTALL GYP. BD. TO 6" ABOVE ADJACENT CEILING.
REFER TO FLOOR PLANS FOR STUD SIZES.
METAL STUD - GYP. BD.
METAL STUD - GYP. BD.
EXISTING STRUCTURAL SHEAR WALL ASSEMBLY TO REMAIN.
G.C. TO CONTACT ARCHITECT PRIOR TO MAKING ANY
PENETRATIONS THROUGH SHEAR WALL SHEATHING.
EXISTING
NEW METAL STUDS AT 16" O.C. WITH
5/8" GYPSUM BOARD ONE SIDE.
CONSTRUCT METAL STUDS TO B.O. WOOD TRUSSES ABOVE.
INSTALL GYP. BD. TO 6" ABOVE ADJACENT CEILING.
REFER TO FLOOR PLANS FOR STUD SIZES.
NEW METAL STUDS AT 16" O.C. WITH
5/8" GYPSUM BOARD ONE SIDE.
CONSTRUCT WALL ASSEMBLY TO ROOF DECK ASSEMBLY
ABOVE. REFER TO FLOOR PLANS FOR STUD SIZES.
METAL STUD - GYP. BD.
NEW METAL STUDS AT 16" O.C. WITH
5/8" GYPSUM BOARD BOTH SIDES.
CONSTRUCT WALL ASSEMBLY TO ROOF DECK ASSEMBLY
ABOVE. REFER TO FLOOR PLANS FOR STUD SIZES.
METAL STUD - GYP. BD.
SHEET TITLE :
SHEET NO. :
REVISION :
ISSUE / DATE:
CONSULTANT :
DRAWN BY:
1 12-22-2020 - PER CITY & CLIENT
COMMENTS ARREXPIRES - 12-31-2020REGISTEREDDAVID A. LEVYSTATE OF NEVADAARCHITECTNo. 3482NORTH LAS VEGAS, NV 89084
420 EAST DEER SPRINGS WAY
ISSUE 1 - BID - PERMIT DRAWINGS
11-13-2020
LANDLORD TENANT IMPROVEMENT
SUITE 100
A101
FRAMING PLAN
DAL
SCALE:1/4"=1'-0"
FRAMING PLAN
EXISTING 5" x 5" HSS COLUMN TO REMAIN - V.I.F.
KEY NOTES - FRAMING PLAN
1
2
3
4
5
6
7
LINE OF EXISTING CONCRETE SLAB EDGE AROUND PERIMETER.
G.C. TO INFILL REMAINDER OF INTERIOR WITH NEW CONCRETE SLAB.
REFER TO STRUCTURAL DRAWINGS.
2
2
G.C. TO INSTALL NEW LAYER OF 5/8" GYP. BD. ON EXISTING WALL ASSEMBLY
FROM FINISHED FLOOR UP TO 6" ABOVE FINISHED CEILING.
FACE OF METAL STUD ALIGNED WITH FACE OF ENTRY DOOR FRAME
ST1
E2
E2
E2
E2
E1 E1 E1
E1
E1
E1
E1
E1 E1 E1
BUILDING
SPRINKLER ROOM
N.I.C.
BUILDING
ELECTRICAL ROOM
N.I.C.
EXTERIOR
PARKING
EXTERIOR
EXTERIOR
ADJACENT
TENANT
ST2
ST2
ST2
ST2
ST1 ST1
ST2
1
1
1
1
1
1
3
4
1
9
3
2
11
4
8
6
12
5
7
ST2ST2
SD1
ST2
SD2
SD2ST2
SD2
SD1
2
ST2 ST2
ST2 ST2
ST2
1/A510ST2
ST2
ST1
ST2
1
2
1
11
5
5
NEW 3" SQ. STEEL POST ASSEMBLY SUPPORTS FOR ROLL-UP SECURITY
DOOR. REFER TO A510 & STRUCTURAL DRAWINGS.
WALL OPENING FOR PASS-THRU COUNTER. REFER TO A510.
6
DASHED LINE INDICATED - INTERIOR WALLS EXPOSED TO BOH/ SALES & EXTERIOR
WALLS & CEILING IN THE TELLER & SECURE STORE ROOMS TO RECEIVE
CLARK-DIETRICH BM50 - 13 GA. STEEL SECURITY BARRIER MESH BETWEEN
FRAMING AND DRYWALL FINISH.1
7
77
36" AISLE48"X18"48"X24"48"X24"AIR
SCRUBBER
48" DESK- SITTING48" DESK- SITTING48" DESK- STANDING48" DESK- STANDINGATMATM 48"X24"48"X24"48"X24"FE
FE
FE GLASS DOORMERCHANDISINGREFRIGERATORGLASS DOORMERCHANDISINGREFRIGERATOR36" AISLE48"X18"48"X24"48"X24"48"X24"48"X24"48"X24"48" DESK- STANDING48" DESK- STANDINGTOPICALS
FLOWER & PREROLLCARTS &
DISPOSABLESSTORYTELLING STORYTELLINGACCESSORIESEDIBLESCONCENTRATESMICRO48" DESK- STANDINGSTORYTELLINGFESOUNDSYSTEM
SHEET TITLE :
SHEET NO. :
REVISION :
ISSUE / DATE:
CONSULTANT :
DRAWN BY:EXPIRES - 12-31-2020REGISTEREDDAVID A. LEVYSTATE OF NEVADAARCHITECTNo. 3482NORTH LAS VEGAS, NV 89084
420 EAST DEER SPRINGS WAY
ISSUE 1 - BID - PERMIT DRAWINGS
11-13-2020
LANDLORD TENANT IMPROVEMENT
SUITE 100
A102
FIXTURE FLOOR PLAN
DAL
SCALE:1/4"=1'-0"
FIXTURE FLOOR PLAN
ASSOC.
ENTRANCE /
VAULT
DELIVERIES
CASH
ROOM
PURCHASING
TELLERS
ELECTRICAL /
DATA /
SECURITY
EQUIPMENT
SECURE
STORAGE
CHECK-IN /
RECEPTION
SALES
HALLWAY
T.R.
ALCOVE
BUILDING
SPRINKLER ROOM
N.I.C.
BUILDING
ELECTRICAL ROOM
N.I.C.
MAIN
ENTRY /
EXIT
EXTERIOR
PARKING
EXTERIOR
EXTERIOR
ADJACENT
TENANT
100F101F
102F
108F
200F
201F
400F
402F
401F
402F
401F
402F
400F
402F
410F
403F
407F
406F
405F
402F
409F
103F
104F
105F
106F
107F
108F
402F
410F
400F
402F
400F
402F
411F
302F
302F
402F
402F
303F
304F
408F
400F
402F
411F 402F
100F
109F 109F
110F
111F
SHEET TITLE :
SHEET NO. :
REVISION :
ISSUE / DATE:
CONSULTANT :
DRAWN BY:EXPIRES - 12-31-2020REGISTEREDDAVID A. LEVYSTATE OF NEVADAARCHITECTNo. 3482NORTH LAS VEGAS, NV 89084
420 EAST DEER SPRINGS WAY
ISSUE 1 - BID - PERMIT DRAWINGS
11-13-2020
LANDLORD TENANT IMPROVEMENT
SUITE 100
A103
FINISH PLAN
DAL
1WF
SCALE:1/4"=1'-0"
FINISH PLAN
ASSOC. ENTRANCE /
VAULT DELIVERIES
UNISEX
TOILETROOM
CASH ROOM
PURCHASING
ELECTRICAL / DATA /
SECURITY EQUIPMENT
SECURE
STORAGE
CHECK-IN /
RECEPTION
SALES
HALLWAY
3PT
1B
1SC
2PT
1B
1SC
2PT
1B
1SC
WALL:
FLOOR:
BASE:
WALL:
FLOOR:
BASE:
WALL:
FLOOR:
BASE:
WALL:
FLOOR:
BASE:
WALL:
FLOOR:
BASE:
BUILDING
SPRINKLER ROOM
N.I.C.
BUILDING
ELECTRICAL ROOM
N.I.C.
MAIN
ENTRY /
EXIT
EXTERIOR
PARKING
EXTERIOR
EXTERIOR
ADJACENT
TENANT
T.R. ALCOVE
1PT
1B
1SC
WALL:
FLOOR:
BASE:
KEY NOTES - FINISH PLAN
G.C. TO INSTALL OPAQUE WINDOW FILM ON INTERIOR SIDE
OF EXISTING GLAZING PRIOR TO INSTALLING NEW WALLS.1
2
2PT
1B
1SC
2PT
1B
1SC
1GF
2PT
1B
1SCFLOOR:
BASE:
1WF 1WF
2
2 1
FLOOR:
BASE:1B
1SC
2PTWALL:
WALL:
FLOOR:
BASE:
2PT
1B
1SC
1PT
1PT
1PT
1PT
1GF
1PT
1WP
1PT
1PT
1B
1SCFLOOR:
BASE:
2PT
TELLERS
1B
1SCFLOOR:
BASE:
2PT
G.C. TO INSTALL OPAQUE WINDOW FILM ON INTERIOR SIDE
AND SECURITY/ ANTI GRAFFITI FILM ON THE EXTERIOR OF
EXISTING GLAZING.
2WF
2WF 2WF
TOILET ROOM GENERAL NOTES:
1. THE TOILET ROOM SHALL CONFORM TO ALL LOCAL, STATE,
AND FEDERAL REQUIREMENTS INCLUDING, BUT NOT LIMITED
TO HANDICAPPED ACCESSIBILITY REGULATIONS.
2. ALL TOILET ROOM ACCESSORIES AND FIXTURES SHALL BE
INSTALLED PER MANUFACTURER'S SPECIFICATIONS. ALL
CONSTRUCTION AND MOUNTING HEIGHTS SHALL COMPLY
WITH ALL APPLICABLE CITY, STATE AND FEDERAL
ACCESSIBILITY REGULATIONS. COORDINATE WITH ARCHITECT
FOR ALL QUESTIONABLE MOUNTING HEIGHTS.
3. REFER TO PLUMBING DRAWINGS FOR ADDITIONAL
INFORMATION AND SPECIFICATIONS REGARDING PLUMBING
FIXTURES.
4. ALL TOILET ROOM FINISHES SHALL BE INSTALLED PER
MANUFACTURER'S RECOMMENDATIONS. REFER TO FINISH
SCHEDULE FOR FINISHES.
5. THE PLUMBING CONTRACTOR IS TO FAMILIARIZE HIMSELF
WITH LANDLORD'S CRITERIA FOR THIS LOCATION AND INCLUDE
ANY WORK REQUIRED OF THIS CRITERIA (IF APPLICABLE),
WHICH IS NOT SPECIFICALLY NOTED IN THESE DRAWINGS AND
SPECIFICATIONS.
6. CONTRACTOR TO PROVIDE CONCEALED WOOD BLOCKING OR
20 GA. METAL BACKING PLATES AT ALL WALL MOUNTED TOILET
ROOM ACCESSORIES.
7. CAULK ALL BATHROOM FIXTURES AND ACCESSORIES WITH
WHITE DAP 50 YEAR PREMIUM ELASTOMERIC LATEX SEALANT.
8. G.C. TO VERIFY THAT WATER CLOSET FLUSH CONTROL
HANDLE IS LOCATED ON THE ACCESSIBLE SIDE OF THE TOILET
(NOT WALL SIDE).
9. PROVIDE LATICRETE #9235 WATERPROOFING &
ANTI-FRACTURE MEMBRANE, OR EQUAL, AT BATHROOM
FLOORS, INSTALL PER MANUFACTURERS RECOMMENDATIONS.
CONTINUE WATERPROOFING MEMBRANE A MINIMUM OF 6" AT
ALL VERTICAL SURFACES.
BOBRICK B-6806 X 18.
ALL MOUNTING SHALL BE CONCEALED.18" GRAB BAR 1 1/2" (VERTICAL)
CINTAS SIGNATURE SERIES
SUPPLIED & INSTALLED BY SUPPLIES VENDORPAPER TOWEL DISPENSER
BOBRICK B-6806 X 42.
ALL MOUNTING SHALL BE CONCEALED.42" GRAB BAR 1 1/2"
BOBRICK B-6806 X 36.
ALL MOUNTING SHALL BE CONCEALED.
CINTAS SIGNATURE SERIES
SUPPLIED & INSTALLED BY SUPPLIES VENDOR
BOBRICK B-165 2436
MIRROR WITH STAINLESS STEEL FRAME
36" GRAB BAR 1 1/2"
SANITARY NAPKIN DISPOSAL
TOILET PAPER DISPENSER
MANUFACTURER / MODEL NO.DESCRIPTION
MIRROR
TOILET ACCESSORIES SCHEDULE
BOBRICK B-2116COAT HOOK
MOP RACK
BOBRICK B-270
WALL MOUNTED SOAP DISPENSER
KOALA CARE KB111-SSREBABY CHANGING STATION
BOBRICK B-223 x 24
TRASH CAN CINTAS SIGNATURE SERIES
SUPPLIED & INSTALLED BY SUPPLIES VENDOR
CINTAS SIGNATURE SERIES
SUPPLIED & INSTALLED BY SUPPLIES VENDOR
AIR FRESHENER CINTAS SIGNATURE SERIES
SUPPLIED & INSTALLED BY SUPPLIES VENDOR
58"358"7'-712"358"2'-114"358"3'-23 8"358"6"9'-014"358"58"35 8"
7'-712"
358"
5'-714"
358"4"358"414"2'-958"358"3'-714"2'-0"3'-0"CL
18"
MIN.
12"42"
39"
8"
36"6"
42"
18"
HOLD3'-0"3'-0"2'-0"3'-0"2'-10" (MAX)2'-5" (MIN)2'-4"6"1'-6"REFLECT. AREA
EL.: 3'-4" A.F.F. MAX.
CL ELEVATION AELEVATION BELEVATION CELEVATION D
SCALE:1/2" = 1'-0" (FOR ACCESSORY PLACEMENT ONLY)A120
TYPICAL TOILET ROOM ELEVATIONS- PUBLIC4
INSULATE PIPING.
REFER TO PLUMBING
DRAWINGS
1CT 1CT 1CT 1CT
1PT
1CT
1PT
1CT
1PT
1CT
TOP OF TILE
EL.: 4'-4" A.F.F.
GYP. BD. CEILING
EL.: 9'-0" A.F.F.
TOP OF TILE
EL.: 4'-4" A.F.F.
GYP. BD. CEILING
EL.: 9'-0" A.F.F.
AIR FRESHENER
EL.: 7'-0" A.F.F.
TOP OF TILE
EL.: 4'-4" A.F.F.
GYP. BD. CEILING
EL.: 9'-0" A.F.F.
TOP OF TILE
EL.: 4'-4" A.F.F.
GYP. BD. CEILING
EL.: 9'-0" A.F.F.
SWITCH (HOLD)
EL.: 3'-6" A.F.F.
TOP OF TILE
EL.: 5'-8" A.F.F.
1PT
1CT
SHEET TITLE :
SHEET NO. :
REVISION :
ISSUE / DATE:
CONSULTANT :
DRAWN BY:EXPIRES - 12-31-2020REGISTEREDDAVID A. LEVYSTATE OF NEVADAARCHITECTNo. 3482NORTH LAS VEGAS, NV 89084
420 EAST DEER SPRINGS WAY
ISSUE 1 - BID - PERMIT DRAWINGS
11-13-2020
LANDLORD TENANT IMPROVEMENT
SUITE 100
A120
DAL
ENLARGED PLAN /
ELEVATIONS -
TOILET ROOMS
SCALE: 1/2" = 1'-0"A120
TOILETROOMS - ENLARGED PLAN1
2/A120 A
D
C
B
HIGH/LOW DRINKING
FOUNTAIN. REFER TO
PLUMBING AND
ELECTRICAL DWGs.
SEE WALL LEGEND FOR WALL DESCRIPTIONS
WALL TYPE TAGS
E1
ST2
ST2
ST2
G
UNISEX
TOILETROOM
TOILET ROOM
ALCOVE
9
ST1
ST2
KITCHEN SINK- REFER
TO
PLUMBING AND
ELECTRICAL DWGs.
MOP SINK- REFER TO
PLUMBING AND
ELECTRICAL DWGs.
ST2
BACK OF
HOUSE
SALESEXTERIOR
SHEET TITLE :
SHEET NO. :
REVISION :
ISSUE / DATE:
CONSULTANT :
DRAWN BY:EXPIRES - 12-31-2020REGISTEREDDAVID A. LEVYSTATE OF NEVADAARCHITECTNo. 3482NORTH LAS VEGAS, NV 89084
420 EAST DEER SPRINGS WAY
ISSUE 1 - BID - PERMIT DRAWINGS
11-13-2020
LANDLORD TENANT IMPROVEMENT
SUITE 100
A130
ROOF PLAN
DAL
SCALE:1/4"=1'-0"
ROOF PLAN
LEASE LINE
EXISTING ROOF DRAIN TO REMAIN.
NEW ROOFTOP HVAC UNIT - COORDINATE IN FIELD TO CENTER BETWEEN
ROOF TRUSSES. REFER TO MECHANICAL DRAWINGS & STRUCTURAL
DRAWINGS.
NEW ROOFTOP EXHAUST FAN - COORDINATE IN FIELD TO CENTER BETWEEN
ROOF TRUSSES. REFER TO MECHANICAL DRAWINGS.
KEY NOTES - ROOF PLAN
1
2
3
4
5
6
4
4
1
1
1
1
ROOF INSULATION NOTE:
EXISTING ROOF IS NOT INSULATED.
G.C. TO INSTALL R-38 BATT INSULATION TO
EXISTING TRUSS BOTTOM CHORDS
THROUGHOUT ENTIRE LEASE AREA.
2
2
EXISTING ROOF HATCH TO REMAIN.
3
5
1
NEW EXHAUST DUCT - COORDINATE IN FIELD TO CENTER BETWEEN ROOF
TRUSSES. REFER TO MECHANICAL DRAWINGS.
6
F1
F1
F1F1
EZC
EZC
TH1
TH1
S
F1-EM
F1-EM
F1
EZC
F1-EM
F1-EM
F1
F1
S
S
S
F1-EM
P1 P1 P1
TH1
D3 D3
D3
D3D3
D3
D3
D3-EM
D3-EM
D3D3 D3-EMD3-EM
S
EZC F1-EM EZC
F1
F1-EM
F1
D3-EM
FE
FE
FE DEHUMIDIFIERSUSPENDEDT1-4'-0"
TH1 TH1
T1-8'-0"
TH1
TH1TH1
T1-10'-0"
F1F1
F1-EM
F1-EM F1-EM
F1 F1
EZC
TH1TH1TH1TH1
T1-16'-0"
TH1
TH1
TH1TH1TH1TH1TH1
D3D3
TH1 TH1 TH1 TH1 TH1 T1-4'-0"TH1
TH1T1-4'-0"TH1
TH1T1-4'-0"D3
D3-EM
FE
D3
D3D3
D3
P2 P2
D3 D3-EM
D3 D3 D3 D3-EM
D1-EM
D1
D1-EMD1
D1 D1
TH1
T1-4'-0"
TH1
TH1
T1-4'-0"
TH1
S
S
S
SSOUNDSYSTEMEQ4'-0"EQEQ3'-8"EQEQEQEQ EQ
3'-458"5'-6"2'-534"6'-0"6'-0"6'-0"4'-1034"4'-03 4"3'-1038"EQEQEQ EQ
2'-1112"3'-614"5'-6"1'-1034"2'-0"3'-838"3'-018"6'-234"9'-412"5'-107 8"
3'-1"6'-0"6'-0"3'-1"5'-258"6'-834"6'-834"5'-258"2'-538"10'-67 8"10'-678"3'-438"
6'-0"6'-0"
3'-1018"6'-0"8'-0"8'-0"8'-0"3'-1114"1'-1034"6'-0"6'-0"6'-0"4'-0"3'-0"5'-93 4"
2'-038"8'-0"8'-0"6'-0"3'-0"4'-1"2'-112"8'-0"4'-358"4'-538"3'-0"3'-0"4'-218"2'-0"8'-518"1'-6"1'-6"2'-9"2'-9"
1'-6"1'-6"SCALE:1/4"=1'-0"REFLECTED CEILING PLAN
GYP BOARD ACCESS PANEL, SEE DETAIL ON SHEET A200.
-
3PTGYP. BD. CEILINGEL.: 9'-6" A.F.F.
GYP. BD. HEADEREL.: 8'-0" A.F.F.
GYP. BD. CEILINGEL.: 11'-0" A.F.F.
ACT CEILINGEL.: 11'-0" A.F.F.
ACT CEILINGEL.: 10'-0" A.F.F.
GYP. BD. CEILINGEL.: 10'-6" A.F.F.
2PT
3PT
1AC
1AC
KEY NOTES - REFLECTED CEILING PLAN1
ACT CEILINGEL.: 11'-0" A.F.F.1AC OPEN (NO CEILING)EL.: ;14'-0" A.F.F.B.O. EXIST. WD. TRUSS
B.O. EXIST. EIFS CANOPYEL.: ;10'-0" A.F.F.T.O. EXIST. STOREFRONT
GYP. BD. CEILINGEL.: 11'-0" A.F.F.
SCALE:NONEA200DETAIL - SUSPENDED CEILING - SEISMIC1
SCALE:NONEA200DETAIL - CEILING ACCESS PANELS1
GYP. BD. CEILINGEL.: 11'-0" A.F.F.
GYP. BD. CEILINGEL.: 9'-0" A.F.F.
1
3PT
1/A510
GYP. BD. HEADEREL.: 8'-0" A.F.F.2PT
1 1
11
3PT 3PT
3PT
CEILING LEGEND
TYPE DESCRIPTION
RECESSED SPEAKERS.
REFER TO VENDOR AND ELECTRICAL DWGs.
SUPPLY AIR DIFFUSER
REFER TO MECHANICAL DWGs.
RETURN AIR / EXHAUST AIR GRILLE
REFER TO MECHANICAL DRAWINGS
G.C. TO INSTALL CEILING ACCESS PANELS AS NEEDED.
TO MATCH ADJACENT CEILING FINISHES.
REFER TO DETAILS.
EXIT LIGHT - WALL MOUNTED
SINGLE OR DUAL FACE WITH TEST SWITCH AND
POWER INDICATOR LIGHT.
REFER TO LIGHTING SCHEDULE.
EXIT LIGHT - SURFACE CEILING MOUNTED
SINGLE OR DUAL FACE WITH TEST SWITCH AND
POWER INDICATOR LIGHT. EC TO "SNAP" OUT
ARROWS AS INDICATED ON LIGHTING PLAN.
REFER TO LIGHTING SCHEDULE.
EXC
EXW
EMH RECESSED MTD. EMERGENCY LIGHT
WITH TWO HEADS, 90 MIN. BATTERY BACKUP,
TEST SWITCH AND POWER INDICATOR LIGHT.
STANDARD 15 MIN. RETRANSFER DELAY.
PAINT PANEL DOOR TO MATCH
PLASTER BOARD CEILING
COLOR
BAUCO ACCESS PANEL SOLUTIONS- MODEL
BAUCO-PLUS II 20" X 20"
20{"
ROUGH OPENING
20"
ACCESS PANEL
NOTE:
G.C. TO LOCATE CEILING ACCESS PANELS AS
REQUIRED FOR EASY ACCESS TO SERVICE HVAC
COMPONENTS & LANDLORD EQUIPMENT.
SALES: GYP. BD. CEILING
SHEET TITLE :
SHEET NO. :
REVISION :
ISSUE / DATE:
CONSULTANT :
DRAWN BY:EXPIRES - 12-31-2020REGISTEREDDAVID A. LEVYSTATE OF NEVADAARCHITECTNo. 3482NORTH LAS VEGAS, NV 89084
420 EAST DEER SPRINGS WAY
ISSUE 1 - BID - PERMIT DRAWINGS
11-13-2020
LANDLORD TENANT IMPROVEMENT
SUITE 100
A200
REFLECTED CEILING
PLAN
DAL
SCALE:1/4"=1'-0"
REFLECTED CEILING PLAN
GYP BOARD ACCESS PANEL, SEE DETAIL ON SHEET A200.
3PT
GYP. BD. CEILING
EL.: 9'-6" A.F.F.
GYP. BD. HEADER
EL.: 8'-0" A.F.F.
GYP. BD. CEILING
EL.: 11'-0" A.F.F.
ACT CEILING
EL.: 11'-0" A.F.F.
ACT CEILING
EL.: 10'-0" A.F.F.
GYP. BD. CEILING
EL.: 10'-6" A.F.F.
2PT
3PT
1AC
1AC
KEY NOTES - REFLECTED CEILING PLAN
1
ACT CEILING
EL.: 11'-0" A.F.F.
1AC
OPEN (NO CEILING)
EL.: ;14'-0" A.F.F.
B.O. EXIST. WD. TRUSS
B.O. EXIST. EIFS CANOPY
EL.: ;10'-0" A.F.F.
T.O. EXIST. STOREFRONT
GYP. BD. CEILING
EL.: 11'-0" A.F.F.
SCALE:NONEA200
DETAIL - CEILING ACCESS PANELS1
GYP. BD. CEILING
EL.: 11'-0" A.F.F.
GYP. BD. CEILING
EL.: 9'-0" A.F.F.
1
3PT
1/A510GYP. BD. HEADER
EL.: 8'-0" A.F.F.
2PT
1
1
11
3PT
3PT
3PT
PAINT PANEL DOOR TO MATCH
PLASTER BOARD CEILING
COLOR
BAUCO ACCESS PANEL SOLUTIONS- MODEL
BAUCO-PLUS II 20" X 20"
203
8"
ROUGH OPENING
20"
ACCESS PANEL
NOTE:
G.C. TO LOCATE CEILING ACCESS PANELS AS
REQUIRED FOR EASY ACCESS TO SERVICE HVAC
COMPONENTS & LANDLORD EQUIPMENT.
SALES: GYP. BD. CEILING
START FIRST CLG.
PANEL
3/4" MAX.
FROM WALL TYP.
NOTE #4
WALL ANGLE
2" MAX. TYP.
BRACING
LATERAL
NOTE #1
45° MAX. TYP.
CROSS "T"
COMPRESSION POST
NOTE #3
LATERAL BRACING
NOTE #1
MAIN RUNNER
45° MAX. TYP.
NOTES (ALSO REFER TO EVALUATION REPORTS No. ER-4071, ER-2244, ER-5691,
ER-1994):
1. LATERAL BRACING CLUSTER:
(4) 12 GA. GALV. SOFT-ANNEALED MILD STL. WIRES SECURED TO MAIN RUNNER WITHIN
2" OF CROSS "T" AND SPLAYED 90 DEGREES FROM EACH OTHER AT 45° MAX. ABOVE
HORIZ. CLUSTERS PLACED 12'-0" x 8'-0" O.C. AND 4'-0" MAX. FROM EACH WALL. WIRES
SHOULD BE TAUT WITHOUT CAUSING CELIING TO LIFT. ATTACH WITH MIN. 4 TIGHT
TURNS IN 1\" BOTH ENDS OF WIRE.
2. SUSPENSION WIRE:
12 GA. GALV. VERTICAL HANGAR WIRES. SECURE WIRE TO MAIN RUNNER WITHIN 2" OF
CROSS "T". SUSP. WIRES TO OCCUR AT 4'-0" O.C. MAX. EACH WAY W/ MIN. 3 TIGHT
TURNS IN 1\" BOTH ENDS.
3. COMPRESSION POST (VERTICAL STRUT):
FASTENED TO THE MAIN RUNNER EXTENDED TO AND FASTENED TO THE STRUCTURE
ABOVE AND SPACED NOT MORE THAN 12 FEET ON CENTER IN BOTH DIRECTIONS WITH
THE FIRST POINT WITHIN 6 FEET OF THE WALL. COMPRESSION POST TO BE STEEL
SECTION WITH L/R RATIO OF 200 MAX. ATTACH TO MAIN RUNNERS WITH |" MACHINE
BOLTS TO STRUCTURE WITH 3/16" DIA. POWER DRIVEN STUDS.
4. PROVIDE WALL ANGLE WITH MINIMUM 2" HORIZONTAL LEG AT PERIMETER WALLS
AND INTERIOR FULL HEIGHT PARTITIONS.
5. FIRST CEILING TILE SHALL MAINTAIN 3/4" CLEARANCE FROM FINISH WALL SURFACE.
6. ALL SPRINKLER HEADS SHALL HAVE \" OVERSIZE RING, SLEEVE, OR ADAPTOR
THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF THE SPRINKLER
PIPES.
7. CABLE TRAYS, ELECTRICAL CONDUITS, AND PIPING SHALL BE INDEPENDANTLY
SUPPORTED AND INDEPENDANTLY BRACED FROM THE STRUCTURE.
8. LIGHTING FIXTURES WEIGHING LESS THAN 56 POUNDS SHALL HAVE IN ADDITION TO
THE REQUIREMENTS OUTLINED ABOVE, TWO NR.12 GAGE(2.7MM) HANGERS
CONNECTED FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE. WIRES MAY
BE SLACK.
9. LIGHTING FIXTURES WEIGHING 56 POUNDS OR MORE SHALL BE SUPPORTED
DIRECTLY FROM THE STRUCTURE ABOVEBY APPROVED HANGERS.
10. POSITIVE BRACING TO THE STRUCTURE SHALL BE PROVIDED AT CHANGES IN THE
CEILING PLANE OR AT DISCONTINUITIES IN THE CEILING GRID SYSTEM.
SHEET TITLE :
SHEET NO. :
REVISION :
ISSUE / DATE:
CONSULTANT :
DRAWN BY:EXPIRES - 12-31-2020REGISTEREDDAVID A. LEVYSTATE OF NEVADAARCHITECTNo. 3482NORTH LAS VEGAS, NV 89084
420 EAST DEER SPRINGS WAY
ISSUE 1 - BID - PERMIT DRAWINGS
11-13-2020
LANDLORD TENANT IMPROVEMENT
SUITE 100
A210
CEILING / SOFFIT
DETAILS
DAL
SCALE: NONEA210
DETAIL- SUSPENDED CEILING- SEISMIC1
SCALE: NONEA210
DETAIL- CEILING ACCESS PANELS2
GYP. BD. CEILING
EL.: 11'-0" A.F.F.
BTM. UNISTRUT
EL.: 9'-6" A.F.F.
ROOF STRUCTURE
EL.: 13'-2" A.F.F.
NEW SUSPENDED GYP. BD.
CEILING ASSEMBLY
158" P1000 UNISTRUT
CHANNEL
3 8" Ø THREADED ROD
DEHUMIDIFIER UNIT
NOTE:
DEHUMIDIFIER UNIT TO BE FASTENED TO
UNISTRUT CHANNELS WITH (6) #10 PHS- (3) IN
EACH CHANNEL
CABLE RESTAINTS CROSSED
ON THREE SIDES- SERVICE
PANEL SIDE LEFT OPEN
158" P1000 UNISTRUT
CHANNEL- FASTEN TO MIN.
OF (3) JOISTS WITH 38"Ø X 312"
LAG BOLTS
2X12 CEILING JOIST
SCALE: 1"=1'-0"A210
DETAIL- SUSPENDED DEHUMIDIFIER3
VIBRATION ISOLATOR
1
420
FINISHED FLOOR
EL.: 0'-0" A.F.F.
T.O. PARAPET
EL.: 22'-0" A.F.F.
T.O. PARAPET
EL.: 20'-0" A.F.F.
T.O. PARAPET
EL: 20'-0"
RETAIL
T.O. STOREFRONT
EL: 10'-0"
FINISHED FLOOR
EL: 0'-0"
T.O. PARAPET BEYOND
EL: 22'-0"
420
FINISHED FLOOR
EL.: 0'-0" A.F.F.
T.O. TOWER
EL.: 22'-0" A.F.F.
T.O. PARAPET
EL: 22'-0"
T.O. CHEVRON
EL.: 19'-2" A.F.F.
RETAIL
T.O. STOREFRONT
EL.: 10'-0" A.F.F.
T.O. PARAPET
EL: 20'-0"
SHEET TITLE :
SHEET NO. :
REVISION :
ISSUE / DATE:
CONSULTANT :
DRAWN BY:EXPIRES - 12-31-2020REGISTEREDDAVID A. LEVYSTATE OF NEVADAARCHITECTNo. 3482NORTH LAS VEGAS, NV 89084
420 EAST DEER SPRINGS WAY
ISSUE 1 - BID - PERMIT DRAWINGS
11-13-2020
LANDLORD TENANT IMPROVEMENT
SUITE 100
A300
STOREFRONT
PLAN / ELEVATION
DAL
SCALE: 1/4" = 1'-0" A300
EXTERIOR ELEVATION - STOREFRONTA
STONE VENEER
SCALE: 1/4" = 1'-0" A300
EXTERIOR ELEVATION - SIDEB
SCALE: 1/4" = 1'-0" A300
EXTERIOR ELEVATION - REARC
(E) STONE VENEER BEYOND(E) E.I.F.S. FINISH (TYPICAL)(E) E.I.F.S. FINISH (TYPICAL)
(E) E.I.F.S. FINISH (TYPICAL)
(E) OVERFLOW ROOF DRAIN SPIGOT
(E) HOSE BIBB
(E) OVERFLOW ROOF DRAIN SPIGOT
(E) E.I.F.S. & STONE
VENEER FACADE
E.I.F.S. FINISH (TYPICAL)
E.I.F.S. FINISH, BEYOND
LEASE LINE
LEASE LINE
LEASE LINE
LEASE LINE
LEASE LINE
LEASE LINE
DESIGNATED AREA FOR
TENENT SIGNAGE UNDER
SEPARATE SUBMISSION &
PERMIT
DESIGNATED AREA FOR
TENENT SIGNAGE UNDER
SEPARATE SUBMISSION &
PERMIT
(E) ALUMINUM FRAMED/ GLASS
DOOR PAIR TO RECEIVE
SECURITY/ANTI GRAFFITI FILM
2WF
(E) E.I.F.S. & STONE
VENEER FACADE
(E) STOREFRONT GLASS TO
RECEIVE OPAQUE FILM
(INTERIOR) & SECURITY/ANTI
GRAFFITI FILM (EXTERIOR)
1WF 2WF
(E) STOREFRONT GLASS TO
RECEIVE OPAQUE FILM
(INTERIOR) & SECURITY/ANTI
GRAFFITI FILM (EXTERIOR)
1WF 2WF
(E) STOREFRONT GLASS TO
RECEIVE OPAQUE FILM
(INTERIOR) & SECURITY/ANTI
GRAFFITI FILM (EXTERIOR)
1WF 2WF
F
F
F
2
GYP. BD. CEILING
EL.: 11'-0" A.F.F.
GYP. BD. CEILING
EL.: 11'-0" A.F.F.
GYP. BD. CEILING
EL.: 11'-0" A.F.F.
GYP. BD. CEILING
EL.: 11'-0" A.F.F.
F
GYP. BD. CEILING
EL.: 11'-0" A.F.F.
GYP. BD. CEILING
EL.: 11'-0" A.F.F.
GYP. BD. CEILING
EL.: 11'-0" A.F.F.
GYP. BD. CEILING
EL.: 11'-0" A.F.F.3'-6"3'-0"6'-0"FINISH CT-1GYP. BD. CEILING
EL.: 9'-0" A.F.F.
GYP. BD. CEILING
EL.: 9'-0" A.F.F.
GYP. BD. CEILING
EL.: 9'-0" A.F.F.
GYP. BD. CEILING
EL.: 9'-0" A.F.F.
9
RESTROOM
RESTROOM3'-6"5'-0"9'-0"12" TYPICALSHEET TITLE :
SHEET NO. :
REVISION :
ISSUE / DATE:
CONSULTANT :
DRAWN BY:
1 12-22-2020 - PER CITY & CLIENT
COMMENTS ARREXPIRES - 12-31-2020REGISTEREDDAVID A. LEVYSTATE OF NEVADAARCHITECTNo. 3482NORTH LAS VEGAS, NV 89084
420 EAST DEER SPRINGS WAY
ISSUE 1 - BID - PERMIT DRAWINGS
11-13-2020
LANDLORD TENANT IMPROVEMENT
SUITE 100
A400
DAL
INTERIOR ELEVATIONS
SALES
TELLER COUNTERADA TELLER
COUNTER
SCALE:1/4" = 1'-0" SALES / LOBBYA400
INTERIOR ELEVATIONA
1B
1PT
1" H. WHITE VINYL LETTERS: "THIS DOOR TO REMAIN
UNLOCKED WHEN BUILDING IS OCCUPIED" SUPPLIED
BY SIGN MFG. & INSTALLED BY G.C. ABOVE DOOR.
WALL
MOUNTED
DISPLAY
WAITING
BENCH(E) ALUMINUM FRAMED/ GLASS DOOR
PAIR TO RECEIVE SECURITY/ANTI
GRAFFITI FILM
2WF
WALL
MOUNTED
DISPLAY
(E) STOREFRONT GLASS TO
RECEIVE OPAQUE FILM
(INTERIOR) & SECURITY/ANTI
GRAFFITI FILM (EXTERIOR)
1WF 2WF
1PT
SCALE:1/4" = 1'-0" SALES / LOBBYA400
INTERIOR ELEVATIONB
1B 1B
(E) STOREFRONT GLASS TO
RECEIVE OPAQUE FILM
(INTERIOR) & SECURITY/ANTI
GRAFFITI FILM (EXTERIOR)
1WF 2WF
1PT
1PT
OPEN
1PT
SCALE:1/4" = 1'-0" SALES / LOBBYA400
INTERIOR ELEVATIONC
SCALE:1/4" = 1'-0" SALES / LOBBYA400
INTERIOR ELEVATIOND
1B
WALL
MOUNTED
DISPLAY
1PT
1B 1B
1PT 1PT
55" WALL MOUNTED VIDEO
MONITOR- REFER TO
ELECTRICAL DRAWINGS
ROLL DOWN SECURITY DOOR- REFER TO
FLOOR PLAN & A510.
1B
1PT
WALL
MOUNTED
DISPLAY
WALL
MOUNTED
DISPLAY
SCALE:1/4" = 1'-0" SALES / LOBBYA400
INTERIOR ELEVATIONE
SCALE:1/4" = 1'-0" SALES / LOBBYA400
INTERIOR ELEVATIONF
SCALE:1/4" = 1'-0" SALES / LOBBYA400
INTERIOR ELEVATIONG
SCALE:1/4" = 1'-0" SALES / LOBBYA400
INTERIOR ELEVATIONH
1PT
1B
1PT
1B
1PT
1B
1PT
1B
WALL
MOUNTED
DISPLAY
ATM ATM
SCALE:1/4" = 1'-0" T.R. ALCOVEA400
INTERIOR ELEVATIONM
SCALE:1/4" = 1'-0" T.R. ALCOVEA400
INTERIOR ELEVATIONL
SCALE:1/4" = 1'-0" T.R. ALCOVEA400
INTERIOR ELEVATIONK
SCALE:1/4" = 1'-0" T.R. ALCOVEA400
INTERIOR ELEVATIONJ
1B
1PT
1CT HI/LOW DRINKING
FOUNTAIN. REFER TO
PLUMBING AND
ELECTRICAL DWGs.
OPEN TO
SALES
TOILETROOM SIGNAGE-
REFER TO A600.
1PT1PT1PT
1B1B1B
1WP
(4) 46" WALL MOUNTED VIDEO
MONITOR- REFER TO
ELECTRICAL DRAWINGS
1
F
3
F
FF
3
GYP. BD. CEILING
EL.: 10'-6" A.F.F.
GYP. BD. CEILING
EL.: 11'-0" A.F.F.
GYP. BD. CEILING
EL.: 10'-6" A.F.F.
GYP. BD. CEILING
EL.: 10'-6" A.F.F.
4
GYP. BD. CEILING
EL.: 10'-6" A.F.F.
5
3'-6"ACT CEILING
EL.: 10'-0" A.F.F.
ACT CEILING
EL.: 10'-0" A.F.F.
ACT CEILING
EL.: 10'-0" A.F.F.
ACT CEILING
EL.: 10'-0" A.F.F.
8
ACT CEILING
EL.: 10'-0" A.F.F.
ACT CEILING
EL.: 10'-0" A.F.F.
ACT CEILING
EL.: 10'-0" A.F.F.
ACT CEILING
EL.: 10'-0" A.F.F.
7
SOUND
SYSTEM
SHEET TITLE :
SHEET NO. :
REVISION :
ISSUE / DATE:
CONSULTANT :
DRAWN BY:
1 12-22-2020 - PER CITY & CLIENT
COMMENTS ARREXPIRES - 12-31-2020REGISTEREDDAVID A. LEVYSTATE OF NEVADAARCHITECTNo. 3482NORTH LAS VEGAS, NV 89084
420 EAST DEER SPRINGS WAY
ISSUE 1 - BID - PERMIT DRAWINGS
11-13-2020
LANDLORD TENANT IMPROVEMENT
SUITE 100
A410
DAL
INTERIOR
ELEVATIONS-
BACK OF HOUSE
SCALE:1/4" = 1'-0" TELLERA410
INTERIOR ELEVATIONA
SCALE:1/4" = 1'-0" TELLERA410
INTERIOR ELEVATIONB
SCALE:1/4" = 1'-0" TELLERA410
INTERIOR ELEVATIONC
SCALE:1/4" = 1'-0" TELLERA410
INTERIOR ELEVATIOND
SCALE:1/4" = 1'-0" SECURE STORAGEA410
INTERIOR ELEVATIONE
SCALE:1/4" = 1'-0" CASH ROOMA410
INTERIOR ELEVATIONJ
SCALE:1/4" = 1'-0" CASH ROOMA410
INTERIOR ELEVATIONK
SCALE:1/4" = 1'-0" CASH ROOMA410
INTERIOR ELEVATIONL
SCALE:1/4" = 1'-0" CASH ROOMA410
INTERIOR ELEVATIONM
2PT
3PT
3PT
2PT
1B 1B
1B
1B1B1B1B
WALL SHELVING REFER
TO A531
DESKS
FLOOR SAFES
TELLER COUNTER
ASSEMBLY
GLASS DOOR
MERCHANDISER
REFRIGERATOR
OPEN TO
SALES
1GF 2PT
1B
2PT
1B
2PT
1B
FULL HEIGHT WALL
SHELVING PROVIDED &
INSTALLED BY G.C.
FULL HEIGHT WALL
SHELVING PROVIDED &
INSTALLED BY G.C.
SCALE:1/4" = 1'-0" SECURE STORAGEA410
INTERIOR ELEVATIONF
SCALE:1/4" = 1'-0" SECURE STORAGEA410
INTERIOR ELEVATIONG
SCALE:1/4" = 1'-0" SECURE STORAGEA410
INTERIOR ELEVATIONH
2PT
1B
2PT
1B
SUSPENDED
DEHUMIDIFIER
FULL-HEIGHT WALL SHELVING-
REFER TO A531
FULL-HEIGHT WALL
SHELVING- REFER
TO A531
DRY
ERASE
BOARD
STANDING DESKS
WALL SHELVING-
REFER TO A531
2PT
1B
3PT 3PT
SCALE:1/4" = 1'-0" OFFICEA410
INTERIOR ELEVATIONN
SCALE:1/4" = 1'-0" OFFICEA410
INTERIOR ELEVATIONO
SCALE:1/4" = 1'-0" OFFICEA410
INTERIOR ELEVATIONP
SCALE:1/4" = 1'-0" OFFICEA410
INTERIOR ELEVATIONQ
1B
3PT
1B
3PT
1B
3PT
1B
3PT
WALL SHELVING REFER
TO A531
DESKS
CORK BOARD
CORK BOARD
2PT
MELAMINE STORAGE
CABINET
DRY
ERASE
BOARD
ROLL DOWN SECURITY DOOR- REFER TO
FLOOR PLAN & A510.
OPEN TO
STORAGE
OPEN TO
TELLERS
SOUND SYSTEM
AMPLIFIER- REFER TO
ELECTRICAL & VENDOR
DRAWINGS 1
BTM. WOOD TRUSS
EL.: 14'-0" A.F.F.
ACT CEILING
EL.: 11'-0" A.F.F.
6
BTM. WOOD TRUSS
EL.: 14'-0" A.F.F.
BTM. WOOD TRUSS
EL.: 14'-0" A.F.F.
BTM. WOOD TRUSS
EL.: 14'-0" A.F.F.
7811 6 5 4
ACT CEILING
EL.: 11'-0" A.F.F.
ACT CEILING
EL.: 11'-0" A.F.F.
FIRST AID
3'-6"2
DRAWER
DRAWER
DRAWER
DRAWER
APRON
ACT CEILING
EL.: 11'-0" A.F.F.
1211
ACT CEILING
EL.:9'-0" A.F.F.
ACT CEILING
EL.:9'-0" A.F.F.
ACT CEILING
EL.:9'-0" A.F.F.
ACT CEILING
EL.:9'-0" A.F.F.
TOP OF TILE
EL.: 4'-4" A.F.F.
SHEET TITLE :
SHEET NO. :
REVISION :
ISSUE / DATE:
CONSULTANT :
DRAWN BY:EXPIRES - 12-31-2020REGISTEREDDAVID A. LEVYSTATE OF NEVADAARCHITECTNo. 3482NORTH LAS VEGAS, NV 89084
420 EAST DEER SPRINGS WAY
ISSUE 1 - BID - PERMIT DRAWINGS
11-13-2020
LANDLORD TENANT IMPROVEMENT
SUITE 100
A411
DAL
INTERIOR
ELEVATIONS- BACK
OF HOUSE
SCALE:1/4" = 1'-0" HALLWAYA411
INTERIOR ELEVATIOND
SCALE:1/4" = 1'-0" HALLWAYA411
INTERIOR ELEVATIONC
SCALE:1/4" = 1'-0" HALLWAYA411
INTERIOR ELEVATIONB
2PT
1B 1B
1B 1B 1B 1B
DESK
EMPLOYEE
LOCKERS
BREAKROOM CABINETRY,
REFRIGERATOR & MICROWAVE
NEW ELECTRICAL PANELS - REFER
TO ELECT. DRAWINGS
DATA CABINET
DATA CABINET
NEW ELECTRICAL PANELS - REFER
TO ELECT. DRAWINGS
SCALE:1/4" = 1'-0" DELIVERY ENTRANCEA411
INTERIOR ELEVATIONH
SCALE:1/4" = 1'-0" ELECTRIC/DATAA411
INTERIOR ELEVATIONN
SCALE:1/4" = 1'-0" HALLWAYA411
INTERIOR ELEVATIONA
SCALE:1/4" = 1'-0" ELECTRIC/DATAA411
INTERIOR ELEVATIONP
SCALE:1/4" = 1'-0" ELECTRIC/DATAA411
INTERIOR ELEVATIONQ
SCALE:1/4" = 1'-0" ELECTRIC/DATAA411
INTERIOR ELEVATIONR
FIRST AID KIT
NEW ELECTRICAL PANEL - REFER
TO ELECT. DRAWINGS
1B 1B 1B 1B
2PT
8'-0" STANLESS STEEL
CORNER GUARDS @ ALL
OUTSIDE CORNER IN BOH
(TYPICAL)- REFER TO 3/A530.
MOP SINK- REFER TO
PLUMBING DRAWINGS
2PT 2PT 2PT 2PT 2PT 2PT
WALL SHELVING
REFER TO A531
1CT
2PT
SCALE:1/4" = 1'-0" DELIVERY ENTRANCEA411
INTERIOR ELEVATIONG
SCALE:1/4" = 1'-0" DELIVERY ENTRANCEA411
INTERIOR ELEVATIONF
SCALE:1/4" = 1'-0" DELIVERY ENTRANCEA411
INTERIOR ELEVATIONE
2PT 2PT 2PT 2PT
1B 1B
2PT 2PT 2PT
1"
2'-6"78"1'-6"SHEET TITLE :
SHEET NO. :
REVISION :
ISSUE / DATE:
CONSULTANT :
DRAWN BY:
1 12-22-2020 - PER CITY & CLIENT
COMMENTS ARREXPIRES - 12-31-2020REGISTEREDDAVID A. LEVYSTATE OF NEVADAARCHITECTNo. 3482NORTH LAS VEGAS, NV 89084
420 EAST DEER SPRINGS WAY
ISSUE 1 - BID - PERMIT DRAWINGS
11-13-2020
LANDLORD TENANT IMPROVEMENT
SUITE 100
DAL
A510
SECTION -
STOCKROOM
SERVICE PASS-THRU
SCALE: 1-1/2"=1'-0"A510
SECTION- ROLL DOWN SECURITY DOOR AT TELLERS/ STOCKROOM PASS THRU1
358" METAL STUD
FRAMING @ 16" O.C.
5 8" GYP. BD.
2X4 WOOD BLOCKING ATTACHED TO
BOTTOM OF ROOF TRUSSES WITH (2)
16D @ EA. TRUSS. (TYPICAL)
EXIST. WOOD ROOF TRUSSES/
ROOF DECKING
NEW 3" SQ. TUBE STEEL
CARRIER POSTS FOR
ROLL-DOWN SECURITY GATE
NEW COLUMN BASE PLATE-
REFER TO 2/A510
NEW TENANT CONCRETE SLAB ON
GRADE- REFER TO STRUCTURAL
DRAWINGS
58" GYP. BD. ON
SUSPENDED CEILING
SYSTEM
CORNELL ROLLING
SECURITY DOOR
358" METAL STUD
KICKERS @ 32" O.C.
STEEL ANGLE SLIP CONNECTION-
REFER TO STRUCTURAL DRAWINGS
GYP. BD. CEILING
EL.: 11'-0" A.F.F.
GYP. BD. CEILING
EL.: 10'-6" A.F.F.
CORNELL ROLLING
SECURITY DOOR
MECHANICS
358" METAL STUD
KICKERS @ 32" O.C.
358" METAL STUD
FRAMING @ 16" O.C.
212" METAL STUD
KICKERS @ 32" O.C.
NEW R38 BATT
INSULATION IN TRUSS
CAVITIES
2X6 BLOCKING- REFER TO
STRUCTURAL DRAWINGS
A511
1
TELLERS SALES
2/A511
58" GYP. BD.
EDGE OF WALL BEYOND EDGE OF WALL BEYOND
CASHWRAP
COUNTER FIXTURE
GYP. BD. CEILING
EL.: 11'-0" A.F.F.
358" METAL STUD
FRAMING @ 16" O.C.
358" METAL STUD
KICKERS @ 32" O.C.
EDGE OF WALL BEYOND
358" X 6" 18 GA.
BOX HEADER
GYP. BD. HEADER
EL.: 5'-0" A.F.F.
358" METAL STUD
FRAMING @ 16" O.C.
18 GA. #304 STAINLESS
STEEL COUNTER W/ #3 FINISH
OVER PLYWOOD SUBSTRATE
34" WHITE MELAMINE
CONSTRUCTION CUSTOM
CABINETRY WITH (2)
INTERMEDIATE
ADJUSTABLE SHELFS.
SECURE
STORAGE
EDGE OF WALL BEYOND
2X F.R.T. WOOD BLOCKING
TOP OF COUNTER
EL.: 3'-6" A.F.F.
REFER TO STRUCTURAL DRAWINGS
FOR ADDITIONAL INFORMATION FOR
TELLER WALL / BEAM / POST CONSTRUCTION
5 8" GYP. BD. ON
SUSPENDED CEILING
SYSTEM
58" GYP. BD.
58" GYP. BD.
ROLL UP DOOR SPECIFICATION:
CORNELL-COOKSON
MODEL EDS10 W/ ALUMINUM GUIDE EXTRUSION
CONTACT ARCHITECT FOR ADDITIONAL INFORMATION.
5 8" GYP. BD. ON
SUSPENDED CEILING
SYSTEM
1
GYP. BD. SOFFIT
EL.: 9'-0" A.F.F.
VIDEO MONITOR- REFER TO
INTERIOR ELEVATIONS &
ELECTRICAL
1
712"312"4"212"1"
358"1'-1"3"3"1'-578"358"
58"1'-1118"314"478"
358"
3"
58"58"312"4"3"57 8"
214"
18'-2" GUIDE TO GUIDE
18'-734" TUBE TO TUBE
478"SHEET TITLE :
SHEET NO. :
REVISION :
ISSUE / DATE:
CONSULTANT :
DRAWN BY:
1 12-22-2020 - PER CITY & CLIENT
COMMENTS ARREXPIRES - 12-31-2020REGISTEREDDAVID A. LEVYSTATE OF NEVADAARCHITECTNo. 3482NORTH LAS VEGAS, NV 89084
420 EAST DEER SPRINGS WAY
ISSUE 1 - BID - PERMIT DRAWINGS
11-13-2020
LANDLORD TENANT IMPROVEMENT
SUITE 100
DAL
A511
SECTION -
STOCKROOM
SERVICE PASS-THU
SCALE: 3"=1'-0"A511
DETAIL- POST BASEPLATE/HEADPLATE3
BASE PLATE SCHEDULE
THICKNESSTYPE ANCHOR BOLT BASE
A 14"(2) 38" DIA. HILTI HUS-EZ SCREW
ANCHORS WITH 214" EMBED
ANCHOR BOLT HEAD
(2) 38" DIA. X 2" LAG BOLTS
NOTES:
1. ORIENTATE BASE PLATE TO COLUMN AS INDICATED IN PLAN.
2. ORIENTATE TOP PLATE TO COLUMN AS REQUIRED TO ALIGN WITH STRUCTURAL CONNECTION.
3. TOP PLATE CONNECTION TO BE SLIP JOINT INTERNAL TUBE.
4. ALL TUBE TO PLATE WELDS TO BE 1
4" BEAD AROUND PARAMETER OF TUBE.
GYP. BD. CEILING
EL.: 10'-6" A.F.F.
SCALE: 1-1/2"=1'-0"A511
HEAD DETAIL- ROLLING SECURITY DOOR1
358" METAL STUD
FRAMING @ 16" O.C.
58" GYP. BD.
GYP. BD. CEILING
EL.: 10'-6" A.F.F.
358" METAL STUD
KICKERS @ 32" O.C.
58" GYP. BD. ON
SUSPENDED CEILING
SYSTEM
CORNELL ROLLING
SECURITY DOOR
358" METAL STUD
KICKERS @ 32" O.C.
CORNELL ROLLING
SECURITY DOOR
MECHANICS
358" METAL STUD
FRAMING @ 16" O.C.
212" METAL STUD
KICKERS @ 32" O.C.
SCALE: 3"=1'-0"A511
JAMB DETAIL- WALL AT ROLLING DOOR2
DOOR POST BASEPLATE
ROLL DOWN SECURITY GATE
JAMB TRACK
EDGE OF WALL BEYOND
6" METAL STUD
FRAMING @ 16" O.C.
6" METAL STUD FRAMING
58" GYP. BD.
ROLL DOWN DOOR
EDGE OF WALL BEYOND
ROLL DOWN SECURITY GATE
JAMB TRACK
F.R.T. WOOD BLOCKING
DOOR MECHANICS
BRACKER ABOVE
3" SQ. TUBE STEEL
POSTS- BEYOND
℄ DOOR ℄ POST
GYP. BD. CEILING
EL.: 11'-0" A.F.F.
58" GYP. BD. ON
SUSPENDED CEILING
SYSTEM
GYP. BD. CEILING
EL.: 9'-0" A.F.F.
VIDEO MONITOR- REFER TO
INTERIOR ELEVATIONS &
ELECTRICAL
1
TILE WALL FINISH
.060 ALUMINUM FLASHING OVER MOPSINK
LIP & 3" UP WALL
WALL ASSEMBLY- REFER TO
PLANS & WALL LEGEND
WHITE SEALANT
MOPSINK BASIN
FLOOR ASSEMBLY
2"14"2"34"5 8" GYP. BD.
METAL STUD WALL FRAMING
#8 PAN HEAD SMS
18 GA. STAINLESS STEEL CORNER
GUARD WITH 18" HUG EDGES
NOTES:
1. ALL OUTSIDE BACK OF HOUSE CORNERS TO RECEIVE
CORNER GUARDS.
2. CORNER GUARDS TO BE 8'-0" HIGH.
SCALE: 6" = 1'-0"A530
DETAIL- WALL FINISH AT MOPSINK1
SCALE: 6" = 1'-0"A530
DETAIL- BOH CORNER GUARDS2
SHEET TITLE :
SHEET NO. :
REVISION :
ISSUE / DATE:
CONSULTANT :
DRAWN BY:EXPIRES - 12-31-2020REGISTEREDDAVID A. LEVYSTATE OF NEVADAARCHITECTNo. 3482NORTH LAS VEGAS, NV 89084
420 EAST DEER SPRINGS WAY
ISSUE 1 - BID - PERMIT DRAWINGS
11-13-2020
LANDLORD TENANT IMPROVEMENT
SUITE 100
A530
INTERIOR FINISH
DETAILS
DAL
10"10"914"10"10"10"10"10"10"10"1'-6" MINIMUMTOP OF SHELF TO CEILING8'-0"WALL STANDARD1'-8"HOLD1'-0"1'-0"1'-0"5'-0"WALL STANDARD7"3'-6"1'-0"STANDING
DESK
WALL SHELVING SPECIFICATIONS:
SHELF- 3
4" WHITE MELAMINE - 12" WIDE.
STANDARD- KV 82 SERIES WHITE FINISH.
BRACKETS- KV182 SERIES - 101
2" LONG WHITE FINISH.4"1'-0"1'-6" MINIMUMTOP OF SHELF TO CEILING1'-8"HOLD1'-0"CEILING HEIGHT VARIES3'-0"WALL STANDARD2'-6"1'-0"SITTING DESK1'-0"1'-6" MINIMUMTOP OF SHELF TO CEILINGCEILING HEIGHT VARIESCEILING HEIGHT VARIESWALL STANDARD MOUNTS AT 4" A.F.F. TO
CLEAR COVE WALL BASE1'-0"1'-0"1114"1'-0"1'-0"1'-0"1'-0"1'-0"1'-6" MINIMUMTOP OF SHELF TO CEILING8'-0"WALL STANDARD7"4"CEILING HEIGHT VARIESWALL STANDARD MOUNTS AT 4" A.F.F. TO
CLEAR COVE WALL BASE 1'-0"2"2"6"
3'-0"
ADA COMPLIANT CLEAR WORKSPACE
2'-10"18'-1"
1'-1012"1'-1012"1'-1012"1'-1012"2'-1012"1'-1114"1'-1012"3'-9"2'-014"18'-1"
3'-9"
34" H. SHELF MODULE
1'-1114"
42" H. DRAWER MODULE
6'-814"5'-814"5'-814"
3'-1058"
ADA COMPLIANT CLEAR WORKSPACE
1'-1012"
34" H. DRAWER MODULE
1'-1012"
42" H. DRAWER MODULE
2'-1012"
42" H. SHELF MODULE
1'-1012"
42" H. DRAWER MODULE
1'-1012"
42" H. DRAWER MODULE
1'-1012"
42" H. SHELF MODULE
3'-6"SHEET TITLE :
SHEET NO. :
REVISION :
ISSUE / DATE:
CONSULTANT :
DRAWN BY:EXPIRES - 12-31-2020REGISTEREDDAVID A. LEVYSTATE OF NEVADAARCHITECTNo. 3482NORTH LAS VEGAS, NV 89084
420 EAST DEER SPRINGS WAY
ISSUE 1 - BID - PERMIT DRAWINGS
11-13-2020
LANDLORD TENANT IMPROVEMENT
SUITE 100
A531
SECTION / DETAILS-
WALL SHELVING &
CASHWRAP
DAL
SCALE: 1"=1'-0"A531
SECTION- SITTING DESK SHELVING1
SCALE: 1"=1'-0"A531
SECTION- STANDING DESK SHELVING2
SCALE: 1"=1'-0"A531
SECTION- FULL WALL SHELVING- 10" SPACING3
WALL STANDARD
METAL STUD WALL FRAMING
12" F.R.T. PLYWOOD BACKING
58" GYP. BD.
SHELF BRACKET
3 4" WHITE MELAMINE SHELF
SCALE: 3"=1'-0"A531
PLAN DETAIL- CHAMFERED SHELF CORNER5
WALL SHELVING NOTES:
1. G.C. TO PROVIDE
12" F.R.T. FULL WALL BACKING AT
WALL SHELVING LOCATIONS. USE OF PARTIAL
BACKING, SCREWING DIRECTLY TO STUDS OR
EXPANSION FASTENERS IS NOT ACCEPTABLE.
2. WALL STANDARDS TO BE AT A MAXIUMUM OF 24" O.C.
3. ALL SHELF ENDS THAT DO NOT END INTO ADJACENT
WALL/ INSIDE CORNER TO RECEIVE CHAMFERED
SHELF CORNER.
4. ALL SHELVING EDGED TO BE FINISHED.
CHAMFERED SHELF CORNER-
PAINT TO MATCH
SCALE: 1"=1'-0"A531
SECTION- FULL WALL SHELVING- 12" SPACING4
SCALE: 3/4"=1'-0"A531
DETAIL PLAN / ELEVATION- CASHWRAP6
PLAN VIEW
EMPLOYEE ELEVATION
TYPE - CREFER TO SCHEDULEREFER TO
SCHEDULE
REFER TO
SCHEDULE5'-0"VIEWERLC
HOLLOW METAL
DOOR FRAME
HOLLOW
METAL/WOOD
DOOR
DOOR HARDWARE
BY G.C. - REFER TO
HARDWARE
SCHEDULE
HOLLOW METAL
DOOR FRAME
HOLLOW METAL
DOOR
DOOR HARDWARE
BY G.C. - REFER TO
HARDWARE
SCHEDULE
DOOR VIEWER
3'-4"TYPE - BTYPE - A3'-4"REFER TO SCHEDULEREFER TO
SCHEDULE
HOLLOW METAL
DOOR FRAME
EXISTING HOLLOW
METAL DOOR
PANIC BAR EXIT
DEVICE
REFER TO SCHEDULEPAINTED DOOR
FRAME TO
MATCH
ADJACENT
SURFACE
PAINTED DOOR
FRAME TO
MATCH
ADJACENT
SURFACE
PAINTED DOOR
FRAME TO
MATCH
ADJACENT
SURFACE
TYPE - D
REFER TO SCHEDULEREFER TO
SCHEDULE
HOLLOW METAL
DOOR FRAME
HOLLOW METAL
DOOR WITH FULL AIR
LOUVER
DOOR HARDWARE BY
G.C. - REFER TO
HARDWARE SCHEDULE
3'-4"PAINTED DOOR
FRAME TO
MATCH
ADJACENT
SURFACE
TYPE - E TYPE - FREFER TO SCHEDULEREFER TO
SCHEDULE10"3'-0"DOOR PULL (EXISTING)
5"5"5"BLACK ANODIZED ALUMINUM
DOOR JAMB/ HEAD (EXISTING)
TEMPERED GLASS
(EXISTING)
BLACK ANODIZED ALUMINUM
DOOR FRAME ASSEMBLY
(EXISTING)
DOOR LOCK HARDWARE
- REFER TO HARDWARE
SCHEDULE REFER TO SCHEDULEREFER TO
SCHEDULE
HOLLOW METAL
DOOR FRAME
HOLLOW
METAL/WOOD
DOOR
DOOR HARDWARE
BY G.C. - REFER TO
HARDWARE
SCHEDULE
3'-4"PAINTED DOOR
FRAME TO
MATCH
ADJACENT
SURFACE
2'-6"938"4'-958"1
2" IMPACT RESISTANT
LAMINATED GLASS
COMPLIANCE SIGNS
#RRE-110 WHITE ON BLUE
WITH BRAILLE = RESTROOM
WHITE ON BLUE. SUPPLIED
& INSTALLED BY G.C.
C/L OF SIGN
EL.: 3'-6" A.F.F.
RESTROOM MANUFACTURER:
COMPLIANCESIGNS.COM
56 SOUTH MAIN STREET
CHADWICK, IL 61014
PH: (800) 578-1245
FAX: (800) 578-1246
SCALE:3"=1'-0"A600
TOILETROOM SIGNAGE3
SCALE:6"=1'-0"A600
HM FRAME - JAMB DETAIL- GYP. BD.1
NOTE:
REFER TO FLOOR PLAN FOR DOOR
SWING DIRECTION, REFER TO
SPECIFICATIONS FOR HARDWARE.
REINFORCE FRAMES AS REQUIRED
FOR HARDWARE
1-3/4" DOOR SEE
DOOR SCHEDULE
HOLLOW METAL
FRAME PAINTED
METAL STUDS @ 16" O.C. @
JAMBS- METAL TRACK W/
CRIPPLES @ HEAD
3'-2"
R.O.
METAL STUDS @ 16" O.C. @ JAMBS-
METAL TRACK W/ CRIPPLES @ HEAD
5/8" GYP. BD.
5/8" GYP. BD.
SCALE:6" = 1'-0”A600
THRESHOLD: EXTERIOR2
PEMKO 172A ADA
COMPLIANT
THRESHOLD
DOOR
EXISTING INTERIOR
CONCRETE SLAB
HOLLOW METAL
DOOR JAMB
EXTERIOR PAVING
F.R.T. WOOD
BLOCKING
SHEET TITLE :
SHEET NO. :
REVISION :
ISSUE / DATE:
CONSULTANT :
DRAWN BY:EXPIRES - 12-31-2020REGISTEREDDAVID A. LEVYSTATE OF NEVADAARCHITECTNo. 3482NORTH LAS VEGAS, NV 89084
420 EAST DEER SPRINGS WAY
ISSUE 1 - BID - PERMIT DRAWINGS
11-13-2020
LANDLORD TENANT IMPROVEMENT
SUITE 100
DAL
A600
DOOR SCHEDULE /
DOOR ELEVATIONS &
DETAILS
DOOR AND HARDWARE NOTES
1.THIS PROJECT SHALL COMPLY WITH ALL LOCAL ACCESSIBILITY
REGULATIONS.
2. ALL DOOR HARDWARE SHALL BE OF THE LEVER OR PUSH TYPE, MOUNTED
30" TO 44" ABOVE THE FLOOR AND BE OPERABLE WITH A MAXIMUM EFFORT
OF 22 N FOR INTERIOR DOORS.
3. CONTRACTOR SHALL VERIFY WITH SUPPLIER THAT ALL HARDWARE MEETS
ACCESSIBILITY REQUIREMENTS.
4. ALL HARDWARE SHALL BE A.N.S.I./B.H.M.A.
5. THRESHOLDS SHALL BE IN COMPLIANCE WITH ACCESSIBILITY LOCAL
ORDINANCE GUIDELINES.
6. ALL MANUALLY OPERATED FLUSH BOLTS ARE PROHIBITED ON EXIT DOORS.
WHEN EXIT DOORS ARE USED IN PAIRS AND APPROVED AUTOMATIC FLUSH
BOLTS ARE USED, THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS
SHALL HAVE NO DOORKNOB OR SURFACE MTD. HARDWARE. THE
UNLATCHING OF ANY LEAF SHALL NOT REQUIRE MORE THAN ONE
OPERATION`.
7. ALL HOLLOW METAL DOORS TO BE FLUSH TYPE WITH 18 GA. FACE SHEETS
WITH FOLDED INTERLOCKED SEAM ON VERTICAL EDGES. TOP AND BOTTOM
EDGES TO BE CLOSED.
8. ALL HOLLOW METAL FRAMES TO BE 16 GA. WRAP AROUND TYPE AND
WELDED TYPE AT FIRE-RATED WALL CONSTRUCTION.
9. G.C. TO PROVIDE SECURITY 180 DEGREE SECURITY EYE LENS AT ALL
EXTERIOR HOLLOW METAL DOORS AND DOORS THAT LEAD TO EXTERIOR,
MOUNTED AT 5'-0" A.F.F.
10. GENERAL CONTRACTOR SHALL PROVIDE A KICK PLATE ON THE PUSH SIDE
OF THE REAR EXIT DOOR.
11. ALL HANDICAP ACCESSIBLE DOORS MUST BE MINIMUM 3'-0" W X 6'-8" H.
12. ALL DOOR APPROACHES SHALL MEET ACCESSIBILITY CLEARANCE
REQUIREMENTS
13. OVERHEAD CLOSERS: (AS APPLICABLE) FURNISHED AND INSTALLED BY
TENANT'S GENERAL CONTRACTOR. DOOR CLOSERS TO BE MOUNTED ON
ROOM SIDE OF DOORS. DOOR CLOSERS TO HAVE A MAXIMUM OPENING
FORCE OF 5 LBF (INTERIOR HINGED DOORS). THE SWEEP PERIOD OF THE
CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70
DEGREES. THE DOOR SHALL TAKE AT LEASE 3 SECONDS TO MOVE TO A
POINT 3 IN.
14.ALL EXTERIOR HINGES TO HAVE NON-REMOVABLE PINS.
15. TENANT'S GENERAL CONTRACTOR SHALL ENSURE ALL EXISTING DOORS TO
REMAIN TO BE IN GOOD OPERATING ORDER AND TO MEET CURRENT
BUILDING CODES AND ACCESSIBILITY REQUIREMENTS. TENANT'S GENERAL
CONTRACTOR TO RESTORE DOORS AND HARDWARE TO "LIKE NEW"
CONDITION.
16. GENERAL CONTRACTOR TO SUBMIT TYPEWRITTEN SHOP DRAWINGS AND
PRODUCT LITERATURE FOR ALL ALTERNATE SPECIFICATIONS TO DOORS
AND HARDWARE SPECIFIED, PREPARED BY A LICENSED CERTIFIED
CONSULTANT.
17. G.C. TO USE KNOCK-DOWN STYLE METAL DOOR FRAMES FOR NON-RATED
DOOR ASSEMBLIES.
DOOR RATING CLASSIFICATIONS
CLASS A:
CLASSIFICATION GENERALLY APPLIES TO 1-1/2 HOUR DOORS INTENDED FOR USE IN
TWO-HOUR PARTITIONS. [i.e. FIRE SEPARATION WALLS; WALLS THAT DIVIDE A
SINGLE BUILDING INTO FIRE AREAS]. COMMONLY REFERRED TO AS "A" LABEL
DOORS.
CLASS B:
CLASSIFICATION GENERALLY APPLIES TO 3/4 HOUR DOORS INTENDED FOR USE IN
ONE-HOUR PARTITIONS. [i.e. FIRE SERRATION WALLS, 2-HOUR PARTITION
PROVIDING HORIZONTAL FIRE SEPARATION]. COMMONLY REFERRED TO AS "B"
LABEL DOORS.
CLASS C:
CLASSIFICATION GENERALLY APPLIES TO 20-MINUTE DOORS INTENDED FOR USE IN
NOMINALLY RATED PARTITIONS [i.e. OPENINGS IN WALLS OR PARTITIONS BETWEEN
ROOMS AND CORRIDORS HAVING A FIRE-RESISTANCE RATING OF 1-HOUR OR LESS].
COMMONLY REFERRED TO AS "C" LABEL DOORS.
DOOR CLOSER PULL FORCE
ALL DOORS EQUIPPED WITH AUTOMATIC DOOR CLOSERS SHALL HAVE THE PULL
FORCE REQUIRED TO OPEN THE EQUIPPED DOOR TO A MAXIMUM PULL FORCE OF
22 N.
ALL DOORS EQUIPPED WITH AUTOMATIC DOOR CLOSERS SHALL HAVE THE SWEEP
PERIOD OF THE CLOSER TO BE ADJUSTED SO THAT FROM THE OPEN POSITION OF
70° THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3" FROM THE
LATCH MEASURED TO THE LANDING EDGE OF THE DOOR.
GLAZING NOTES
1. SEE A300 /A500 SERIES FOR FRAME AND GLAZING DETAILS.
2. ALL GLAZING WORK SHALL CONFORM TO ALL APPLICABLE BUILDING
CODES. GLAZING CONTRACTOR IS RESPONSIBLE FOR ENGINEERING OF
ALL FINAL GLAZING TYPES.
3. SUBMIT SHOP DRAWINGS AND SAMPLES FOR STOREFRONT TO AOR FOR
REVIEW AND APPROVAL PRIOR TO FABRICATION AND INSTALLATION.
4. G.C. SHALL VERIFY EXISTING SILL CONDITIONS AFTER ANY NECESSARY
DEMOLITION & REPAIR / REFURBISH AS REQUIRED TO PROVIDE A SOUND,
PLUMB AND LEVEL BUILDING SURFACE IDENTICAL TO ADJACENT
SURFACES.
THRES.REMARKSGROUP
HDWR.
FINISHMATERIAL
DOOR
SIZELOCATIONNO.
DOOR SCHEDULE
DOOR
TYPE
HEAD /
JAMBFINISHMATERIAL
FRAME
4
1
8
5
G.C. TO COORDINATE DOOR HARDWARE REQUIREMENTS ON SITE W/
CONSTRUCTION MANAGER, SECURITY VENDOR & ARCHITECT.
SCALE: 3/8"=1'-0"A600
DOOR TYPESA
2
6
3
9
11
12
BSECURE STORAGE 3'-0" X 7'-0" X 2"--
10
VAULT DELIVERY- EXTERIOR DHM3'-0" X 7'-0" X 1 3/4"HM 4EXISTING3/A601 EXISTING DOOR ASSEMBLY- NEW HARDWARE BY G.C..MATCH ADJACENT WALL MATCH ADJACENT WALL
5SALES ENTRANCE - EXTERIOR EXISTING DOOR ASSEMBLY- NEW HARDWARE BY G.C.ALUM. / GLASS6'-0" X 9'-0" X 1 3/4"ALUM.EBLACK ANODIZEDBLACK ANODIZED
7
EXISTING 3/A601
OFFICE AHM3'-0" X 7'-0" X 1 3/4"HM 31/A600 --NEW DOOR ASSEMBLY BY G.C..MATCH ADJACENT WALL MATCH ADJACENT WALL
CASH ROOM BHM3'-0" X 7'-0" X 1 3/4"HM 31/A600 --NEW DOOR ASSEMBLY BY G.C..MATCH ADJACENT WALL MATCH ADJACENT WALL
SECURE STORAGE AHM3'-0" X 7'-0" X 1 3/4"HM 11/A600 --NEW DOOR ASSEMBLY BY G.C..MATCH ADJACENT WALL MATCH ADJACENT WALL
UNISEX TOILETROOM AHM3'-0" X 7'-0" X 1 3/4"HM 21/A600 NEW DOOR ASSEMBLY BY G.C..MATCH ADJACENT WALL MATCH ADJACENT WALL
BOH / ASSOCIATES AHM3'-0" X 7'-0" X 1 3/4"HM 11/A600 NEW DOOR ASSEMBLY BY G.C..MATCH ADJACENT WALL MATCH ADJACENT WALL
TELLERS AHM3'-0" X 7'-0" X 1 3/4"HM 1A1/A600 --MATCH ADJACENT WALL MATCH ADJACENT WALL
ELECTRICAL/ DATA FHM3'-0" X 7'-0" X 1 3/4"HM 11/A600 --NEW DOOR ASSEMBLY BY G.C..MATCH ADJACENT WALL MATCH ADJACENT WALL
VAULT DELIVERY - INTERIOR DHM3'-0" X 7'-0" X 1 3/4"HM 11/A600 --NEW DOOR ASSEMBLY BY G.C..MATCH ADJACENT WALL MATCH ADJACENT WALL
--
2/A601
1A1/A600HMHMMATCH ADJACENT WALL MATCH ADJACENT WALL
NOT USED
1
1
1
NEW DOOR ASSEMBLY BY G.C..- SEE NOTE #6-
HEAVY DUTY JAMB & DOOR CONSTRUCTION
NEW DOOR ASSEMBLY BY G.C..- SEE NOTE #6-
HEAVY DUTY JAMB & DOOR CONSTRUCTION
SHEET TITLE :
SHEET NO. :
REVISION :
ISSUE / DATE:
CONSULTANT :
DRAWN BY:EXPIRES - 12-31-2020REGISTEREDDAVID A. LEVYSTATE OF NEVADAARCHITECTNo. 3482NORTH LAS VEGAS, NV 89084
420 EAST DEER SPRINGS WAY
ISSUE 1 - BID - PERMIT DRAWINGS
11-13-2020
LANDLORD TENANT IMPROVEMENT
SUITE 100
A700
DAL
ARCHITECTURAL
SPECIFICATIONS
ARCHITECTURAL SPECIFICATIONSARCHITECTURAL SPECIFICATIONS
BIDDING REQUIREMENTS
TO BE COORDINATED BY AOR.
SUBSTITUTIONS
WHENEVER POSSIBLE THROUGHOUT THE CONTRACT DOCUMENTS, THE MINIMUM ACCEPTABLE QUALITY OF WORKMANSHIP AND
MATERIALS HAS BEEN DEFINED EITHER BY MANUFACTURER'S NAME AND CATALOG NUMBER OR BY REFERENCE TO RECOGNIZED
INDUSTRY STANDARDS.
UNLESS THE PRECISE COLOR AND PATTERN IS SPECIFICALLY DESCRIBED IN THE CONTRACT DOCUMENTS, WHENEVER A CHOICE OF
COLOR OR PATTERN IS AVAILABLE IN A SPECIFIED PRODUCT, SUBMIT ACCURATE COLOR CHARTS AND PATTERN CHARTS TO THE
ARCHITECT FOR HIS REVIEW AND SELECTION. VERIFY PRIOR TO BIDDING, THAT ALL SPECIFIED ITEMS WILL BE AVAILABLE IN TIME FOR
INSTALLATION DURING ORDERLY AND TIMELY PROGRESS OF THE WORK. IN THE EVENT THAT A SPECIFIED ITEM WILL NOT BE
AVAILABLE, NOTIFY THE ARCHITECT PRIOR TO SUBMITTING BID.
THE AOR CONSTRUCTION MANAGER WILL CONSIDER PROPOSALS FOR SUBSTITUTION OF MATERIALS, EQUIPMENT AND METHODS
ONLY WHEN SUCH SPECIFIED MATERIALS ARE UNAVAILABLE OR METHODS ARE INAPPROPRIATE AS SPECIFIED.
DO NOT SUBSTITUTE MATERIALS OR EQUIPMENT, UNLESS SUCH SUBSTITUTION HAS BEEN SPECIFICALLY APPROVED FOR THIS WORK
BY THE ARCHITECT.
SUBSTITUTION PROCEDURE
CONTRACTORS REQUESTING SUBSTITUTES OR "EQUALS" TO ITEMS ON PLANS OR IN SPECIFICATIONS MUST FOLLOW THE
PROCEDURES SET FORTH BELOW:
REQUESTS FOR SUBSTITUTIONS MUST BE SUBMITTED TO THE GREEN GROWTH BRANDS CONSTRUCTION MANAGER BY THE GENERAL
CONTRACTOR. SUBCONTRACTORS ARE NOT TO SUBMIT TO THE ARCHITECT DIRECTLY.
THE REQUEST FOR SUBSTITUTION MUST BE ACCOMPANIED BY A COMPLETE DESCRIPTION OF THE PROPOSED EQUIPMENT SUCH AS
CUT SHEETS OR SAMPLES TO ENABLE THE ARCHITECT TO MAKE A THOROUGH COMPARISON WITH THE SPECIFIED ITEM.
ARCHITECT WILL, UPON SUCH REQUEST, EVALUATE THE PROPOSED SUBSTITUTION ON THE BASIS OF ADVERTISED TECHNICAL
PERFORMANCE, SUITABILITY, SIZE OR OTHER CONSIDERATIONS AND INFORM OWNER/TENANT OF THE RECOMMENDED ACTION.
IN ORDER TO FACILITATE THE EVALUATION PROCESS, GENERAL CONTRACTOR SHOULD SUBMIT DOCUMENTATION TO SUPPORT THE
PROPOSED SUBSTITUTION ON THE BASIS OF WARRANTIES, COST DIFFERENCES, AND EXPECTED SERVICE LIFE AS COMPARED TO THE
SPECIFIED EQUIPMENT. PROCUREMENT TIME WILL NOT NORMALLY BE CONSIDERED AS JUSTIFICATION FOR SUBSTITUTION
REQUESTS. IN THE EVENT OF PROCUREMENT TIME BEING THE FACTOR, GENERAL CONTRACTOR SHALL PROVIDE ARCHITECT WITH
THE SPECIFIC INFORMATION ALLOWING ARCHITECT TO EXPLORE THE DELAY AND TO ATTEMPT TO RESOLVE THE PROBLEM WITH A
SUBSTITUTION.
ONLY AFTER GREEN GROWTH BRANDS CONSTRUCTION MANAGER ACCEPTS AND PROVIDES WRITTEN APPROVAL, WILL GENERAL
CONTRACTOR ASSUME THE AUTHORITY TO PROCEED WITH THE PROPOSED SUBSTITUTION.
GENERAL CONDITIONS DEFINITIONS
OWNER OR TENANT-- AS USED HEREIN SHALL MEAN STORE OWNER.
DEVELOPER-- AS USED HEREIN SHALL MEAN LANDLORD.
ARCHITECT-- AS USED HEREIN SHALL MEAN DAVID A. LEVY & ASSOCIATES.
CONTRACTOR-- AS USED HEREIN SHALL MEAN TENANT'S (OWNER'S) GENERAL
CONTRACTOR AND/OR ANY SUBCONTRACTORS.
AGREEMENT
THE DRAWINGS, SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT ARE INSTRUMENTS OF THE ARCHITECT'S
SERVICE THROUGH WHICH THE WORK TO BE EXECUTED BY THE CONTRACTOR IS DESCRIBED. NEITHER THE CONTRACTOR,
SUBCONTRACTOR, SUB-SUBCONTRACTOR, MATERIAL OR EQUIPMENT SUPPLIER SHALL OWN OR CLAIM A COPYRIGHT IN THE
DRAWINGS, SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT UNLESS OTHERWISE INDICATED, THE
ARCHITECT SHALL BE DEEMED THE AUTHOR OF THEM AND WILL RETAIN ALL COMMON LAW, STATUTORY, AND OTHER RESERVED
RIGHTS, IN ADDITION TO THE COPYRIGHT. THE DRAWINGS, SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY THE
ARCHITECT, AND COPIES THEREOF FURNISHED TO THE CONTRACTOR ARE FOR USE SOLELY WITH RESPECT TO THIS PROJECT.
SHOULD THE DRAWINGS AND SPECIFICATIONS BE CONTRADICTORY, OR SHOULD THERE BE ERRORS IN EITHER, THE CONTRACTOR
SHALL REFER THE MATTER TO THE ARCHITECT FOR EXPLANATION AND SHALL ABIDE BY THEIR DECISION.
THE CONTRACTOR SHALL TAKE FIELD MEASUREMENTS, VERIFY FIELD CONDITIONS, AND SHALL CAREFULLY COMPARE SUCH FIELD
MEASUREMENTS AND CONDITIONS AND OTHER INFORMATION KNOWN TO THE CONTRACTOR WITH THE CONTRACT DOCUMENTS
BEFORE COMMENCING ACTIVITIES. ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED SHALL BE REPORTED TO THE
ARCHITECT AT ONCE.
PERMITS, FEES AND NOTICES
UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL SECURE AND PAY FOR THE BUILDING
PERMIT AND OTHER PERMITS AND GOVERNMENTAL FEES, LICENSES AND INSPECTIONS NECESSARY FOR PROPER EXECUTION AND
COMPLETION OF THE WORK WHICH ARE CUSTOMARILY SECURED AFTER EXECUTION OF THE CONTRACT AND WHICH ARE LEGALLY
ACQUIRED WHEN BIDS ARE RECEIVED OR NEGOTIATIONS CONCLUDED.
THE CONTRACTOR SHALL COMPLY WITH AND GIVE NOTICE AS REQUIRED BY LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL
ORDERS OF PUBLIC AUTHORITIES BEARING ON PERFORMANCE OF THE WORK.
WARRANTY
THE CONTRACTOR WARRANTS TO THE OWNER AND ARCHITECT THAT MATERIALS AND EQUIPMENT FURNISHED UNDER THE
CONTRACT WILL BE OF GOOD QUALITY AND NEW UNLESS OTHERWISE REQUIRED OR PERMITTED BY THE CONTRACT DOCUMENTS,
THAT THE WORK WILL BE FREE FROM DEFECTS NOT INHERENT IN THE QUALITY REQUIRED OR PERMITTED, AND THAT THE WORK WILL
CONFORM WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. WORK NOT CONFORMING TO THESE REQUIREMENTS,
INCLUDING SUBSTITUTIONS NOT PROPERLY APPROVED AND AUTHORIZED MAY BE CONSIDERED DEFECTIVE. WARRANTY SHALL
COMMENCE UPON PROVIDING USE AND OCCUPANCY PERMITS TO THE OWNER AND SHALL BE IN EFFECT FOR THE PERIOD DESCRIBED
IN THE CONTRACT BUT NO LESS THAN ONE YEAR.
INSURANCE
THE CONTRACTOR SHALL PURCHASE AND MAINTAIN:
SUCH KINDS OF INSURANCE AS REQUIRED BY FEDERAL LAWS, AND BY THE LAWS OF THE STATE OR STATES IN WHICH THE WORK IS
TO BE PERFORMED, OR BY ANY SPECIAL NATURE OF THE WORK WHICH WOULD INCLUDE WORKERS' COMPENSATION LAW AND OTHER
EMPLOYEE BENEFIT LAWS. CERTIFICATES EVIDENCING COVERAGE UNDER WORKERS' COMPENSATION LAWS SHALL BE FURNISHED
TO THE OWNER FOR APPROVAL OF FORM AND ADEQUACY UPON REQUEST.
CONTRACTOR'S COMPREHENSIVE GENERAL LIABILITY INSURANCE, INCLUDING CONTRACTUAL AND CONTRACTOR'S PROTECTIVE
INSURANCE, SUCH AS INSURANCE TO COVER CLAIMS FOR BODILY INJURY AND BROAD FORM PROPERTY DAMAGE FOR
COMPREHENSIVE GENERAL LIABILITY (INCLUDING PROTECTIVE) AND FOR COMPREHENSIVE AUTOMOBILE LIABILITY, INCLUDING
OWNED, RENTED, HIRED, AND NON-OWNED AUTOMOBILES.
UMBRELLA LIABILITY WITH COMBINATION SINGLE LIMIT, BODILY INJURY, PERSONAL INJURY, AND PROPERTY DAMAGE.
AGREEMENT TO SAVE OTHERS HARMLESS OR TO ASSUME THE LIABILITY OF OTHERS MUST BE INSURED UNDER THE PROVISION
FOR CONTRACTUAL LIABILITY BY ENDORSEMENT ON THE GENERAL LIABILITY POLICY.
POLICIES SHALL BE SUBJECT TO APPROVAL OF OWNER AND DEVELOPER FOR FORM AND ADEQUACY OF PROTECTION.
POLICY LIMITS SHALL BE ESTABLISHED BY OWNER OR DEVELOPER.
DIVISION 1 - GENERAL REQUIREMENTS
WORK BY OWNER
AT THE OWNER'S REQUEST, SOME OR ALL OF THE EXISTING EQUIPMENT OR FIXTURES MAY BE SAVED FOR REUSE AT THIS OR OTHER
LOCATIONS. THE CONTRACTOR AGREES TO FURNISH A SECURE STORAGE FACILITY, TRANSPORT ITEMS TO BE STORED TO THE
STORAGE FACILITY, AND RETURN FOR REUSE THE ITEMS THE OWNER DESIGNATES. THE SECURED STORAGE FACILITY FURNISHED
BY THE CONTRACTOR MAY BE LOCATED IN THE DEVELOPER'S MALL, IN A SITE TRAILER WITH DEVELOPER'S PERMISSION, OR IN AN
OFF- SITE STORAGE FACILITY UNTIL SUBSTANTIAL COMPLETION. THE OWNER SHALL REMOVE ANY ITEMS NOT REUSED OR INSTRUCT
THE CONTRACTOR TO DISPOSE.
CONTRACTOR AGREES TO ACCEPT ALL OWNER FURNISHED ITEMS AT THE JOB SITE AND PROVIDE REQUIRED EQUIPMENT AND
MANPOWER TO UNLOAD AND TRANSPORT THESE ITEMS FROM THE TRUCK BED OF THE DELIVERY CARRIER TO THE STORE OR
STORAGE SPACE.
CONTRACTOR SHALL REVIEW WITH THE OWNER ALL ITEMS TO BE REUSED FROM EXISTING STORE AND/OR SUPPLIED BY OWNER. THE
CONTRACTOR AGREES TO INSTALL OR REINSTALL SAME.
GENERAL CONTRACTOR SHALL REVIEW DOCUMENTS TO DETERMINE THE EXTENT OF ITEMS SUPPLIED BY THE OWNER.
TEMPORARY FACILITIES
ELECTRIC, WATER, TOILET, TELEPHONE, HEAT, AND ANY OTHER SERVICE REQUIRED IN THE PERFORMANCE OF THE CONTRACT SHALL
BE FURNISHED AND PAID FOR BY THE CONTRACTOR UNLESS INDICATED OTHERWISE BY THE OWNER.
CLEANING
THROUGHOUT THE PERIOD OF THEIR ON-SITE ACTIVITY, EACH CONTRACTOR AND SUBCONTRACTOR SHARES THE RESPONSIBILITY TO
MAINTAIN THE BUILDING AND SITE IN AN ORDERLY AND CLEAN CONDITION.
EACH CONTRACTOR SHALL PICK UP AND REMOVE ALL DEBRIS RESULTING FROM HIS/HER WORK AND SHALL SWEEP AND CLEAN HIS
SHARE OF THE GENERAL DUST AND DIRT CREATED BY WORKMEN AND GENERAL ACTIVITY.
TRASH AND CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE CONSTRUCTION SITE ON A DAILY BASIS IN A MANNER APPROVED
BY THE LANDLORD.
THE CONTRACTOR SHALL MAKE PROVISIONS OR COORDINATE WITH TENANT'S LANDLORD TO PROVIDE ARRANGEMENTS FOR THE
STORAGE AND REMOVAL OF CONSTRUCTION DEBRIS AND SHALL PAY COSTS AS ARISE FOR SUCH PROVISION.
SCHEDULE FINAL CLEANING TO ENABLE THE OWNER TO ACCEPT A COMPLETELY CLEAN PROJECT.
"CLEAN," FOR THE PURPOSE OF THIS ARTICLE, AND EXCEPT AS MAY BE SPECIFICALLY PROVIDED OTHERWISE, SHALL BE
INTERPRETED MEANING THE LEVEL OF CLEANLINESS GENERALLY PROVIDED BY SKILLED CLEANERS USING COMMERCIAL QUALITY
BUILDING MAINTENANCE EQUIPMENT AND MATERIALS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ALL INTERIOR AND EXTERIOR SURFACES OF THE FIXTURES INCLUDING
THE GLASS.
DO NOT USE ANY SOLVENT OR ABRASIVES OF ANY TYPE TO CLEAN FIXTURES, PANELING, MOLDINGS OR TRIM WITHOUT FIRST
OBTAINING APPROVAL OF FIXTURE CONTRACTOR. USE NO SCENTED CLEANING AGENTS.
VISUALLY INSPECT INTERIOR SURFACES AND REMOVE ALL TRACES OF SOIL, WASTE MATERIALS, SMUDGES, AND OTHER FOREIGN
MATTER.
REMOVE ALL TRACES OF SPLASHED MATERIAL FROM ADJACENT SURFACES.
REMOVE PAINT DROPPINGS, SPOTS, STAINS, AND DIRT FROM FINISHED SURFACES.
CLEAN GLASS INSIDE AND OUTSIDE.
TO SURFACES REQUIRING ROUTINE APPLICATION OF BUFFED POLISH, APPLY THE POLISH RECOMMENDED BY THE MANUFACTURER
OF THE MATERIAL BEING POLISHED.
PROJECT CLOSEOUT
COMPLY WITH PROCEDURES STATED IN THE AGREEMENT FOR ISSUANCE OF CERTIFICATE OF SUBSTANTIAL COMPLETION
A PUNCH LIST SHALL BE COMPLETED BY THE ARCHITECT OR OWNER AND PRESENTED TO THE CONTRACTOR AS NECESSARY. UPON
RECEIPT, THE CONTRACTOR SHALL HAVE FIFTEEN (15) DAYS TO ACT UPON THE LIST. BEYOND THAT PERIOD, THE OWNER MAY AT ITS
SOLE DISCRETION AND UPON PRIOR NOTIFICATION OF CONTRACTOR BY OWNER PROCEED TO CORRECT OR CAUSE TO BE
CORRECTED ALL DEFICIENCIES THEREIN SHALL BE PAID FOR WITH MONIES CONTAINED IN BUT NOT LIMITED TO THE TEN PERCENT
(10%) RETENTION HELD BY THE OWNER. THE PUNCH LIST IN NO WAY LIMITS THE WARRANTY.
SHOULD STATUS OF COMPLETION OF WORK REQUIRE REINSPECTION BY OWNER DUE TO FAILURE OF WORK TO COMPLY WITH
CONTRACTOR'S CLAIMS ON INITIAL INSPECTION, OWNER WILL DEDUCT THE AMOUNT OF THE DIRECT COSTS FOR REINSPECTION
SERVICES FROM FINAL PAYMENT TO CONTRACTOR.
IN ADDITION TO SUBMITTALS REQUIRED BY THE CONDITIONS OF THE CONTRACT, PROVIDE SUBMITTALS REQUIRED BY GOVERNING
AUTHORITIES, AND SUBMIT A FINAL STATEMENT OF ACCOUNTING GIVING TOTAL ADJUSTED CONTRACT SUM, PREVIOUS PAYMENTS
AND SUM REMAINING DUE.
UNLESS SPECIFIED OR DIRECTED OTHERWISE, MAKE SUBMITTALS TO OWNER WITH LETTER OF TRANSMITTAL CONTAINING DATE,
PROJECT TITLE, CONTRACTOR'S NAME AND ADDRESS, AND LIST OF DOCUMENTS.
RECORD LOCATIONS OF CONCEALED UTILITIES AND APPURTENANCES, MODIFICATIONS, FIELD CHANGES, AND DETAILS ON CONTRACT
DOCUMENTS.
KEEP DOCUMENTS CURRENT. DO NOT PERMANENTLY CONCEAL ANY WORK UNTIL REQUIRED INFORMATION HAS BEEN RECORDED.
STORE DOCUMENTS SEPARATE FROM THOSE USED FOR CONSTRUCTION.
SUBMIT REQUIRED DOCUMENTS WITHIN TEN (10) DAYS AFTER DATE OF SUBSTANTIAL COMPLETION AND PRIOR TO FINAL APPLICATION
FOR PAYMENT.
SUBMIT WARRANTIES AND BONDS AS REQUIRED IN INDIVIDUAL SPECIFICATIONS SECTION. HAVE WARRANTIES AND BONDS EXECUTED
BY RESPONSIBLE SUBCONTRACTORS, SUPPLIERS, AND MANUFACTURERS. CO-EXECUTE SUBMITTALS WHEN REQUIRED.
DIVISION 2 - SITE CONSTRUCTION
SELECTIVE DEMOLITION
REFER TO DIVISION 1 REGARDING STORAGE OF OWNER'S EXISTING ITEMS.
REFER TO DIVISION 1 REGARDING CLEANING.
DO NOT INTERFERE WITH USE OF ADJACENT AREAS. MAINTAIN FREE AND SAFE PASSAGE TO AND FROM. CARRY OUT DEMOLITION
WORK TO CAUSE AS LITTLE INCONVENIENCE TO ADJACENT OCCUPIED BUILDING AREAS AS POSSIBLE.
CEASE OPERATIONS AND NOTIFY ARCHITECT/ENGINEER IMMEDIATELY IF SAFETY OF STRUCTURE APPEARS TO BE ENDANGERED.
TAKE PRECAUTIONS TO PROPERLY SUPPORT STRUCTURE. DO NOT RESUME OPERATIONS UNTIL SAFETY IS RESTORED.
PROVIDE, ERECT, AND MAINTAIN BARRICADES, LIGHTING, GUARDRAILS, AND WARNING SIGNS AS REQUIRED BY APPLICABLE
REGULATORY ADVISOR TO PROTECT OCCUPANTS OF BUILDINGS AND WORKERS.
PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES. IDENTIFY SERVICE LINES AND CAPPING LOCATIONS ON
PROJECT RECORD DOCUMENTS.
REMOVE SALVAGE AND DEBRIS FROM THE DEMISED SPACE AS IT ACCUMULATES. DO NOT SELL, BURN, OR OTHERWISE DISPOSE OF
SALVAGE AND DEBRIS ON THE SITE UNLESS DIRECTED OTHERWISE BY OWNER.
MAINTAIN EXITING REQUIREMENTS AT ALL TIMES.
MAINTAIN SECURITY OF EXISTING BUILDINGS WITH TEMPORARY DOORS, CLOSERS, AND LOCKSETS. WHERE AN OPENING IS MADE IN
A RATED WALL, PROVIDE TEMPORARY DOOR, FRAME, AND HARDWARE WITH APPROPRIATE RATING FOR WALL CONSTRUCTION.
EXECUTE DEMOLITION WORK TO ENSURE SAFETY OF PERSONS, AND ADJACENT PROPERTY AGAINST DAMAGE BY SETTLEMENT,
FALLING DEBRIS OR OTHER CAUSES IN CONNECTION WITH THIS WORK.
DEMOLISH CONCRETE AND MASONRY IN SMALL SECTIONS.
REPAIR ALL DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED.
REMOVE DEMOLISHED MATERIALS, TOOLS, AND EQUIPMENT FROM SITE UPON COMPLETION OF WORK. LEAVE SITE IN AN
ACCEPTABLE CONDITION.
BOLTS, NUTS, WASHERS, LAGS, AND SCREWS SHALL BE MEDIUM CARBON STEEL. USE SIZE AND TYPE TO SUITE APPLICATION,
GALVANIZED FOR EXTERIOR LOCATIONS, HIGH HUMIDITY LOCATIONS, AND TREATED WOOD; PLAIN FINISH FOR OTHER INTERIOR
LOCATIONS.
PROVIDE TOGGLE BOLTS OR TAPCON FASTENERS FOR ANCHORAGE TO HOLLOW MASONRY. PROVIDE EXPANSION SHIELD AND LAG
BOLT FOR ANCHORAGE TO SOLID MASONRY OR CONCRETE. PROVIDE BOLTS OR POWER ACTIVATED FASTENERS FOR ANCHORAGE
TO STEEL.
ALL PLYWOOD, FRAMING, BLOCKING, ETC. ON THE INTERIOR OR EXTERIOR IS REQUIRED TO BE FIRE-RETARDANT-TREATED AND
SHALL BE BY PRESSURE TREATMENT IN ACCORDANCE WITH AWPB STANDARD C-20 FOR LUMBER AND C-27 FOR PLYWOOD.
TREATED MATERIAL SHALL BE LABELED TO INDICATE PRESSURE TREATMENT.
TREATMENT SHALL BE FOR CLASS "A" FLAME SPREAD RATING.
ALL FRAMING SHALL BE IN ACCORDANCE WITH GENERALLY ACCEPTED FRAMING PRACTICES.
BUCKS, WHERE REQUIRED FOR FRAMES, SHALL BE NOMINAL 2 INCH THICK MATERIAL AND OF WIDTH REQUIRED BY CONDITIONS.
ANCHOR INTO CONCRETE OR MASONRY WALLS LAG BOLTS AND SHIELDS.
BLOCKING SHALL BE FURNISHED WHERE REQUIRED FOR ATTACHMENT OF OTHER MATERIALS. THEY SHALL BE PLUMB, LEVEL,
STRAIGHT AND SET TO LINE. ALL GROUNDS SHALL BE SOLID. GROUNDS SHALL BE PROVIDED AT ALL OPENINGS IN WALLS REQUIRING
WOOD TRIM OR WHERE GRILLES ARE BEING INSTALLED.
CUT ALL MEMBERS SQUARE ON BEARINGS, CLOSELY FITTED, ACCURATELY CUT TO REQUIRED LINES AND LEVELS AND RIGIDLY
SECURED IN PLACE.
WHERE INDICATED, INTERIOR WALLS SHALL BE CONSTRUCTED OF 2 X 4'S SET AT 16 INCHES O.C. WITH SINGLE FLOOR PLATE AND
DOUBLE HEAD PLATE UNLESS SHOWN OTHERWISE.
INSTALL MISCELLANEOUS BLOCKING, NAILING STRIPS, FRAMING, SHEATHING, AND BACKING AS REQUIRED FOR ATTACHING
FASTENERS, ACCESSORIES FOR WALL ITEMS,AND ETC.
INSTALL MEMBERS TRUE, PLUMB, AND LEVEL. SECURE IN PLACE.
SPACE MISCELLANEOUS FRAMING AND FURRING AT 16 INCHES ON CENTER.
CONSTRUCT MEMBERS OF CONTINUOUS PIECES OF LONGEST POSSIBLE LENGTHS.
FINISH CARPENTRY
THIS SECTION INCLUDES FINISH CARPENTRY AND FABRICATED PLASTIC ITEMS, OTHER THAN SHOP FABRICATED WORK, WITH
ATTACHMENT ACCESSORIES.
STORE INDOORS IN VENTILATED AREAS WITH CONSTANT 60 DEGREE FAHRENHEIT TEMPERATURE AND 55 PERCENT MAXIMUM
RELATIVE HUMIDITY.
SOFTWOOD LUMBER: PS 20; CUSTOM GRADE IN ACCORDANCE WITH AWI; MAXIMUM MOISTURE CONTENT OF 5 TO 10 PERCENT FOR
INTERIOR WORK AND 15 PERCENT FOR EXTERIOR WORK.
HARDWOOD LUMBER: PS 58 OR FED. SPEC MM-L-736; CUSTOM GRADE IN ACCORDANCE WITH AWI; MAXIMUM MOISTURE CONTENT OF
5 TO 10 PERCENT.
WOOD PARTICLE BOARD: MEDIUM DENSITY PARTICLEBOARD (45 LBS.).
WOOD FIBER BOARD: MEDIUM DENSITY FIBERBOARD (37 TO 50 LBS. PER CUBIC FOOT).
SOFTWOOD PLYWOOD: APA A-B.
HARDBOARD: PRESSED WOOD FIBER; STANDARD TEMPERED SERVICE GRADE.
FRAME CONSTRUCTION: HARDWOOD AS INDICATED IN THE SCHEDULE, SOLID WOOD JAMBS AND HEAD ACCURATELY HOUSED
TOGETHER AND SECURED WITH NAILS AND GLUE AS REQUIRED. APPLY STOPS OF SAME SPECIES AS FRAME.
NAILS: SIZE AND TYPE TO SUIT APPLICATION.
BOLTS, NUTS, WASHERS, LAGS, AND SCREWS: SIZE AND TYPE TO SUIT APPLICATION; NON-CORROSIVE FOR HIGH HUMIDITY, PLAIN
FINISH AT OTHER INTERIOR LOCATIONS.
THE GENERAL CONDITIONS.
VERIFY THAT MECHANICAL, ELECTRICAL, AND BUILDING ITEMS AFFECTING THIS SECTION ARE PLACED AND READY TO RECEIVE FINISH
CARPENTRY ITEMS.
SET AND SECURE MATERIALS AND COMPONENTS IN PLACE, PLUMB, AND LEVEL.
FIT EXPOSED EDGES OF PLYWOOD AND PARTICLEBOARD SHELVING AND SITE MADE CASEWORK WITH HARDWOOD EDGING.
INSTALL HARDWARE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
SAND WORK SMOOTH AND SET EXPOSED NAILS AND SCREWS. APPLY WOOD FILLER IN EXPOSED NAIL AND SCREW INDENTATIONS.
INTERIOR WOOD DOOR FRAMES: AWI CUSTOM - SLICED RED OAK UNLESS NOTED OTHERWISE.
DIVISION 8 - DOORS AND WINDOWS
ALUMINUM ENTRANCES AND STOREFRONT
PROVIDE ALUMINUM ENTRANCES AND STOREFRONTS WHERE SHOWN ON THE DRAWINGS, AS SPECIFIED HEREIN, AND AS NEEDED
FOR A COMPLETE AND PROPER INSTALLATION.
USE AN ADEQUATE NUMBER OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS
AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR PROPER
PERFORMANCE OF THE WORK OF THIS SECTION.
UPON COMPLETION OF THIS PORTION OF THE WORK, AND AS A CONDITION OF ITS ACCEPTANCE, DELIVER TO THE GREEN GROWTH
BRANDS CONSTRUCTION MANAGER COPIES OF A WRITTEN WARRANTY AGREEING TO REPLACE WORK OF THIS SECTION WHICH FAILS
DUE TO DEFECTIVE MATERIALS OR WORKMANSHIP WITHIN ONE YEAR AFTER DATE OF SUBSTANTIAL COMPLETION AS THAT DATE IS
DETERMINED IN ACCORDANCE WITH.
FAILURE DUE TO DEFECTIVE MATERIALS OR WORKMANSHIP IS DEEMED TO INCLUDE, BUT NOT TO BE LIMITED TO:
1. FAILURES IN OPERATION OF OPERATING COMPONENT OR COMPONENTS.
2. LEAKAGE OR AIR INFILTRATION IN EXCESS OF THE SPECIFIED STANDARD.
3. DETERIORATION OF FINISH TO AN EXTENT VISIBLE TO THE UNAIDED EYE.
4. DEFECTS WHICH CONTRIBUTE TO UNSIGHTLY APPEARANCE, POTENTIAL SAFETY HAZARD, OR POTENTIAL UNTIMELY FAILURE OF
THE WORK OF THIS SECTION OR THE WORK AS A WHOLE.
PROVIDE ALUMINUM ENTRANCES AND STOREFRONTS AS SPECIFIED IN THE DRAWINGS, IN THE DIMENSIONS AND ARRANGEMENTS
SHOWN ON THE DRAWINGS.
PREPARE FOR, RECEIVE, AND INSTALL THE FINISH HARDWARE FURNISHED UNDER THESE SPECIFICATIONS UNLESS NOTED IN THE
HARDWARE SCHEDULE TO BE PROVIDED BY THE ALUMINUM DOOR / FRAME MANUFACTURER.
PROCEDURES: PERFORM ALL FITTING OF FINISH HARDWARE TO DOORS AND FRAMES AT THE FACTORY; EXCEPT DO NOT DRILL OR
TAP FOR SURFACE MOUNTED ITEMS UNTIL TIME OF INSTALLATION AT THE SITE. COMPLY WITH FINISH HARDWARE MANUFACTURER'S
INSTRUCTIONS AND TEMPLATE REQUIREMENTS. USE CONCEALED FASTENERS TO THE MAXIMUM EXTENT PRACTICABLE.
FABRICATE IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND SHOP DRAWINGS AS APPROVED,
PREFABRICATING IN THE SHOP TO THE MAXIMUM EXTENT PRACTICABLE.
PROVIDE HAIRLINE FIT AT JOINTS, WITH SMOOTH CONTINUITY OF LINE AND ACCURATE RELATION OF PLANES AND ANGLES. SECURELY
FASTEN.
EXAMINE THE AREAS AND CONDITIONS UNDER WHICH WORK OF THIS SECTION WILL BE PERFORMED. CORRECT CONDITIONS
DETRIMENTAL TO TIMELY AND PROPER COMPLETION OF THE WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE
CORRECTED.
COORDINATE AS REQUIRED WITH OTHER TRADES TO ASSURE PROPER AND ADEQUATE PROVISION IN THE WORK OF THOSE TRADES
FOR INTERFACE WITH THE WORK OF THIS SECTION.
MAKE MEASUREMENTS AS REQUIRED IN THE FIELD TO ASSURE PROPER FIT.
INSTALL THE WORK OF THIS SECTION IN STRICT ACCORDANCE WITH THE ORIGINAL DESIGN, THE APPROVED SHOP DRAWINGS,
PERTINENT REQUIREMENTS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION, AND THE MANUFACTURER'S RECOMMENDED
INSTALLATION PROCEDURES AS APPROVED, ANCHORING ALL COMPONENTS FIRMLY INTO POSITION FOR LONG LIFE.
REMOVE PROTECTIVE COATING COMPLETELY FROM EXPOSED SURFACES AS SOON AS PROGRESS OF THE WORK WILL PERMIT WITH
SAFETY.
ACCORDANCE WITH PERTINENT PROVISIONS OF SECTION 08800 OF THESE SPECIFICATIONS.
DIVISION 3 - CONCRETE
REFER TO STRUCTURAL DOCUMENTS FOR DIRECTION.
DIVISION 4 - MASONRY
REFER TO STRUCTURAL DOCUMENTS FOR DIRECTION.
DIVISION 5 - METALS
UNLESS NOTED OTHERWISE IN THE STRUCTURAL DOCUMENTS THE PROCEEDING GUIDELINES ARE TO BE FOLLOWED.
STRUCTURAL STEEL SHALL CONFORM TO ASTM A36.
BOLTS, NUTS, AND WASHERS SHALL CONFORM TO ASTM 307.
WELDING MATERIALS SHALL CONFORM TO AWS D1.1; TYPE REQUIRED FOR MATERIALS BEING WELDED.
VERIFY DIMENSIONS ON SITE PRIOR TO SHOP FABRICATION.
GRIND EXPOSED WELDS FLUSH AND SMOOTH WITH ADJACENT FINISHED SURFACES. EASE EXPOSED EDGES TO SMALL UNIFORM RADIUS.
EXPOSED MECHANICAL FASTENINGS: FLUSH COUNTERSUNK SCREWS OR BOLTS, UNOBTRUSIVELY LOCATED, CONSISTENT WITH DESIGN OF
STRUCTURE, EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE.
MAKE EXPOSED JOINTS BUTT TIGHT, FLUSH, AND HAIRLINE.
SUPPLY COMPONENTS REQUIRED FOR ANCHORAGE OF METAL FABRICATIONS. FABRICATE ANCHORAGE AND RELATED COMPONENTS OF
SAME MATERIAL AND FINISH AS METAL FABRICATION, EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE.
IF STEEL IS TO BE FINISH PAINTED, SHOP PRIME MATERIAL CONFORMING TO FED. SPEC TT-P-31 RED, INCLUDING FIELD TOUCH UP. DO DO
NOT PRIME STEEL THAT IS NOT BEING FINISHED PAINTED.
IF STEEL IS TO BE FINISH PAINTED, PRIME PAINT ITEMS SCHEDULED WITH TWO COATS.
CLEAN SURFACES OF RUST, SCALE, GREASE, AND FOREIGN MATTER PRIOR TO FINISHING.
DO NOT PRIME SURFACES IN DIRECT CONTACT BOND WITH CONCRETE OR WHERE FIELD WELDING IS REQUIRED.
INSTALL ITEMS PLUMB AND LEVEL, ACCURATELY FITTED, FREE FROM DISTORTION OR DEFECTS.
AFTER INSTALLATION, TOUCH-UP FIELD WELDS, SCRATCHED, OR DAMAGED SURFACES WITH PRIMER.
PROVIDE AND INSTALL ITEMS LISTED IN SCHEDULE AND SHOWN ON DRAWINGS WITH ANCHORAGE AND ATTACHMENTS NECESSARY FOR
INSTALLATION.
STEEL ENTRANCE STOREFRONT SYSTEM, AND OTHER FABRICATIONS
REFER TO DRAWINGS FOR SCOPE (TYPICALLY - HANDRAILS, GUARDS, MONUMENTAL STAIRS, DISPLAY COMPONENTS, ETC...)
1. STEEL SUBCONTRACTOR TO FIELD VERIFY STOREFRONT DIMENSIONS, PRODUCE AND SUBMIT STOREFRONT SHOP DRAWINGS TO
GENERAL CONTRACTOR AND GREEN GROWTH BRANDS CONSTRUCTION MANAGER.
2. THE INDIVIDUAL STEEL STOREFRONT PIECES (GLAZING STOPS AND TUBE STEEL) ARE TO BE PREFABRICATED PER APPROVED SHOP
DRAWINGS.
3. THE STEEL FABRICATOR TO WELD THE FIXED GLAZING STOPS TO STOREFRONT FRAME.
4. THE INDIVIDUAL, PREFABRICATED PIECES ARE TO BE FULLY OILED PRIOR TO TRANSPORT TO THE POWDER COATER TO PREVENT ANY
RUST FROM FORMING.
5. SEND INDIVIDUAL, PREFABRICATED PIECES TO A LOCAL POWDER COATER TO APPLY A POLYESTER CLEAR COAT IN A CONTROLLED
ENVIRONMENT.
6. THE FINISHED PREFABRICATED STOREFRONT PIECES ARE THEN SHIPPED TO THE JOBSITE.
7. THE PREFABRICATED PIECES ARE THEN ERECTED IN THE FIELD WITH A COMBINATION OF WELDED AND SCREWED CONNECTIONS:
a. SUBCONTRACTOR TO PROVIDE POWDER-COATED STEEL SCREWS FOR ALL SCREWED CONNECTIONS.
b. FASTEN THE PERIMETER STEEL TO THE SILLS, HEADERS AND JAMBS, RESPECTIVELY USING
COUNTERSUNK SCREWS THAT PENETRATE BOTH WALLS OF THE STEEL TUBE.
c. ALL STEEL MEMBERS ARE WELDED TO ONE ANOTHER, WITH WELDED MITER JOINTS AT ALL CORNERS.
8. ALL VISIBLE WELDS ARE TO BE GROUND SMOOTH, WITH THE RESULTANT GRIND AREA TREATED WITH BIRCHWOOD CASEY'S PRESTO
BLACK. AFTER THE PRESTO BLACK TREATMENT THE STEEL IS SEALED WITH BIRCHWOOD CASEY DRI TOUCH PLUS IRP3 RUST INHIBITOR.
9. SYSTEM IS TOUCHED UP IN THE FIELD BY FOAM ROLLING ON POLYESTER CLEAR COAT SEALANT.
DIVISION 6 - WOODS AND PLASTICS
ROUGH CARPENTRY
DIMENSION LUMBER FOR BLOCKING, BACKING, AND MISCELLANEOUS FRAMING SHALL BE CONSTRUCTION GRADE, Fb - SINGLE = 1350 psi.
SPRUCE-PINE-FIR (SOUTH).
DIMENSION LUMBER FOR STUDS SHALL BE HEM - FIR. NO. 2 & BTR.
BOARDS, ONE INCH THICK AND UNDER WHERE EXPOSED, SHALL BE NO. 1 COMMON DOUGLAS FIR, WHITE FIR, WHITE SPRUCE, OR
PONDEROSA PINE UNLESS NOTED OTHERWISE. MOISTURE CONTENT SHALL NOT EXCEED 19 PERCENT.
BOARDS, ONE INCH THICK AND UNDER WHERE CONCEALED BY PERMANENT CONSTRUCTION, SHALL BE NO. 2 OR BETTER.
INTERIOR PLYWOOD WHERE COMPLETELY CONCEALED BY PERMANENT CONSTRUCTION SHALL BE C-D PLUGGED INT-APA.
EXTERIOR PLYWOOD WHERE CONCEALED OR USED FOR BACKING FOR OTHER MATERIALS SHALL BE C-D EXT-APA.
NAILS, SPIKES, AND STAPLES SHALL BE GALVANIZED FOR EXTERIOR LOCATIONS, HIGH HUMIDITY LOCATIONS, AND TREATED WOOD; PLAIN
FINISH FOR OTHER INTERIOR LOCATIONS. USE SIZES AND TYPES TO SUIT APPLICATION.
STEEL ENTRANCE'S & STOREFRONT
REFER TO DIVISION 5 - METALS
HOLLOW METAL FRAMES
PROVIDE LABELED OR NON-LABELED FRAMES IN THE DIMENSIONS AND TYPE SHOWN ON DRAWINGS IN 18 GAUGE FOR INTERIOR
FRAMES AND 16 GAUGE GALVANIZED FOR EXTERIOR FRAMES.
PROVIDE REINFORCING IN FRAMES FOR SPECIFIED HARDWARE.
FRAMES SHALL BE FACTORY SHOP PRIMED.
SET FRAMES ACCURATELY INTO POSITION, PLUMBED, ALIGNED AND BRACED UNTIL PERMANENT ANCHORS ARE SET. AFTER WALL
CONSTRUCTION REMOVE TEMPORARY BRACING.
AT IN-PLACE CONSTRUCTION SET FRAMES AND SECURE WITH SUITABLE ANCHORAGE DEVICES.
BEVEL STRIKE EDGE OF SINGLE ACTING DOORS 1/8 INCH IN 2 INCHES.
PREPARE DOORS TO RECEIVE HARDWARE. REFER TO HARDWARE SCHEDULE FOR HARDWARE REQUIREMENTS.
INSTALL WOOD DOORS PLUMB AND SQUARE, AND WITH MAXIMUM DIAGONAL DISTORTION OF 1/16 INCH. INSTALL HARDWARE IN
ACCORDANCE WITH REQUIREMENTS STATED IN HARDWARE SCHEDULE.
WOOD DOORS
AWI QUALITY STANDARDS OF ARCHITECTURAL WOODWORK INSTITUTE.
FLUSH INTERIOR DOORS SHALL BE 1-3/4 INCH THICK PREMIUM GRADE BIRCH FACE VENEER DOOR. REFER TO DOOR SCHEDULE FOR
LOCATION OF SOLID OR HOLLOW CORE DOOR.
FABRICATE STANDARD TYPE HOLLOW CORE AND SOLID CORE DOORS IN ACCORDANCE WITH REQUIREMENTS OF AWI QUALITY
STANDARDS.
BEVEL STRIKE EDGE OF SINGLE ACTING DOORS 1/8 INCH IN 2 INCHES.
PREPARE DOORS TO RECEIVE HARDWARE. REFER TO HARDWARE SCHEDULE FOR HARDWARE REQUIREMENTS.
INSTALL WOOD DOORS PLUMB AND SQUARE, AND WITH MAXIMUM DIAGONAL DISTORTION OF 1/16 INCH. INSTALL HARDWARE IN
ACCORDANCE WITH REQUIREMENTS STATED IN HARDWARE SCHEDULE.
DIVISION 9 - FINISHES
CERAMIC AND CONCRETE TILE
CONFORM TO ANSI - AMERICAN NATIONAL STANDARD SPECIFICATIONS FOR CERAMIC TILE AND INSTALLATION - TCA 137.1. AND
MANUFACTURER'S INSTALLATION RECOMMENDATION.
TILE SHALL BE QUALITY CERTIFIED BY THE TILE COUNCIL OF AMERICA, EQUAL TO OR EXCEEDING THE RECOMMENDED STANDARD
SPECIFICATIONS FOR CERAMIC TILE ANSI 137.1. EACH COLOR TO BE FROM A SINGLE RUN. DELIVER TILE TO THE SITE IN UNOPENED
CONTAINERS WITH EACH CONTAINER BEARING THE TCA CERTIFICATION MARK.
CERAMIC/ CONCRETE WALL AND FLOOR TILE AND MARBLE SHALL BE AS SPECIFIED IN THE FINISH SCHEDULE.
BASE: SANITARY COVED TYPE WITH MATCHING CORNER PIECES.
PROVIDE ALL SPECIAL SHAPES REQUIRED INCLUDING BULLNOSED TILE. INSIDE CORNERS TO BE SQUARE.
WATERPROOFING (IF REQUIRED) SHALL BE HYDROMENT ULTRA-SET, LATICRETE 9235, OR MAPEI PRP-315. WATERPROOFING
MEMBRANE SHALL BE A ONE PART ELASTOMERIC AND SEAMLESS MEMBRANE OF AT LEAST 30 MILS OR 1/32". PROVIDING A POSITIVE
BARRIER TO MOISTURE/WATER MIGRATION OR PENETRATION. WATERPROOFING MEMBRANE SHALL MEET ASTM C836-84,
ANSI A136.1-1985, CTI-136.1-1985 AND CTI- 64.2-2.
SETTING SYSTEM SHALL BE HYDROMENT, LATICRETE OR MAPEI THIN SET MORTAR. FOLLOW MANUFACTURERS RECOMMENDATIONS
FOR TYPE TO USE, DEPENDING ON WATERPROOFING SYSTEM USED.
GROUT SHALL BE HYDROMENT, LATICRETE OR MAPEI CERAMIC TILE GROUT AND SHALL MEET CRD-C-621-82 AND ANSI A 118.6 A
BLENDED MIXTURE OF PORTLAND CEMENT, COLORFAST PIGMENT, HIGH STRENGTH AGGREGATES AND OTHER SELECTED
INGREDIENTS TO INSURE PROPER CURING. COLOR SHALL BE AS INDICATED ON THE FINISH SCHEDULE.
INSTALL CERAMIC TILE FLOOR IN ACCORDANCE WITH ANSI A 108.5 AND TCA METHOD F 113.
INSTALL CERAMIC WALL TILE AND BASE IN ACCORDANCE WITH ANSI A 108.5 AND TCA METHOD W 202 AT MASONRY WALLS AND W 244
AT TILE BACKER BOARD OVER METAL STUDS.
CUT AND FIT TILE TIGHT TO PROTRUSIONS AND VERTICAL OR PERPENDICULAR INTERRUPTIONS. FORM CORNERS AND BASES
NEATLY.
FORM INTERNAL ANGLES SQUARE AND EXTERNAL CORNERS BULLNOSED.
WORK TILE JOINTS UNIFORM IN WIDTH, SUBJECT TO VARIANCE IN TOLERANCE ALLOWED IN TILE SIZE. JOINTS SHALL BE WATERTIGHT,
WITHOUT VOIDS, CRACKS, EXCESSIVE MORTAR, OR GROUT.
SOUND TILE AFTER SETTING. REPLACE HOLLOW SOUNDING UNITS.
ALLOW TILE TO SET FOR A MINIMUM OF 48 HOURS PRIOR TO GROUTING.
PROHIBIT TRAFFIC FROM FLOOR FINISH AND ACTIVITIES NEAR WALL FINISH FOR 48 HOURS AFTER INSTALLATION.
RESILIENT FLOORING
FED. SPEC. SS-T-312B - TILE, FLOOR: ASPHALT, RUBBER, VINYL, VINYL COMPOSITION.
FED. SPEC. SS-W-40A - WALL BASE: RUBBER AND VINYL PLASTIC.
VINYL COMPOSITION TILE
12 INCH BY 12 INCH BY 1/8 INCH THICK; CONFORMING TO FED. SPEC. SS-T-312(B), TYPE IV, COMPOSITION 1; MARBLEIZED PATTERN.
MANUFACTURER AND COLOR SHALL BE AS INDICATED IN THE FINISH SCHEDULE.
BASE: 4 INCH HIGH BY .125 INCH THICK RUBBER OF VINYL BASE CONFORMING TO FED. SPEC. SS-W-40A, TYPE I OR II WITH COVE
BOTTOM EXCEPT WHERE USED IN CONJUNCTION WITH CARPET OR AS INDICATED. MANUFACTURER AND COLOR SHALL BE AS
INDICATED IN THE FINISH SCHEDULE.
EDGE STRIPS SHALL BE RUBBER OR VINYL, TAPERED AND 1 INCH IN WIDTH.
SUB-FLOOR FILLER SHALL BE WHITE PREMIX LATEX, MIX WITH WATER TO PRODUCE CEMENTITIOUS PASTE.
PRIMERS AND ADHESIVES SHALL BE WATERPROOF OF TYPES RECOMMENDED BY RESILIENT FLOORING MANUFACTURER FOR
SPECIFIC MATERIAL.
SEALER AND WAX SHALL BE TYPE RECOMMENDED BY RESILIENT FLOORING MATERIAL MANUFACTURER FOR MATERIAL TYPE AND
LOCATION.
ENSURE FLOOR SURFACES ARE SMOOTH AND FLOAT WITH MAXIMUM VARIATION OF 1/8 INCH IN 10 FEET ( 1/960).
ENSURE CONCRETE FLOORS ARE DRY (MAXIMUM 7 PERCENT MOISTURE CONTENT) AND EXHIBIT NEGATIVE ALKALINITY,
CARBONIZATION, OR DUSTING.
MAINTAIN MINIMUM 70°F. (21°C.) AIR TEMPERATURE AT FLOORING INSTALLATION AREA FOR 3 DAYS PRIOR TO, DURING, AND FOR 24
HOURS AFTER INSTALLATION.
STORE FLOORING MATERIALS IN AREA OF APPLICATION. ALLOW 3 DAYS FOR MATERIAL TO REACH EQUAL TEMPERATURE AS AREA.
REMOVE SUB-FLOOR RIDGES AND BUMPS. FILL LOW SPOTS, CRACKS, JOINTS, HOLES, AND OTHER DEFECTS WITH SUB-FLOOR FILLER.
CLEAN FLOOR AND APPLY TROWEL AND FLOAT FILLER TO LEAVE SMOOTH, FLAT, HARD SURFACE. PROHIBIT TRAFFIC UNTIL FILLER IS
CURED.
OPEN FLOOR TILE CARTONS, ENOUGH TO COVER EACH AREA, AND MIX TILE TO ENSURE SHADE VARIATIONS DO NOT OCCUR WITHIN
ANY ONE AREA.
CLEAN SUBSTRATE. SPREAD CEMENT EVENLY IN QUANTITY RECOMMENDED BY MANUFACTURER TO ENSURE ADHESION OVER
ENTIRE AREA OF INSTALLATION. SPREAD ONLY ENOUGH ADHESIVE TO PERMIT INSTALLATION OF FLOORING BEFORE INITIAL SET.
SET FLOORING IN PLACE, PRESS WITH HEAVY ROLLER TO ENSURE FULL ADHESION.
PLACE TILE TO THAT FIELDS OR PATTERNS CENTER ON AREA. NO TILE SHALL BE LESS THAN ONE HALF IN SIZE ALL TILE SHALL BE
LAID WITH VEINING RUNNING IN SAME DIRECTION. LAY TRUE, LEVEL, AND EVEN WITH TIGHT ALIGNED JOINTS.
TERMINATE RESILIENT FLOORING AT CENTERLINE OF DOOR OPENING(S) WHERE ADJACENT FLOOR FINISH IS DISSIMILAR.
INSTALL EDGE STRIPS AT UNPROTECTED OR EXPOSED EDGES WHERE FLOORING TERMINATES.
SCRIBE FLOORING TO WALLS, COLUMNS, CABINETS, FLOOR OUTLETS, AND OTHER APPURTENANCES TO PRODUCE TIGHT JOINTS.
FIT JOINTS TIGHT AND VERTICAL. MAINTAIN MINIMUM MEASUREMENT OF 18 INCHES BETWEEN JOINTS.
MITER INTERNAL CORNERS. USE PREMOLDED SECTIONS FOR EXTERNAL CORNERS AND EXPOSED ENDS.
INSTALL BASE ON SOLID BACKING. ADHERE TIGHTLY TO WALL AND FLOOR SURFACES.
SCRIBE AND FIT TO DOOR FRAMES AND OTHER OBSTRUCTIONS.
PROHIBIT TRAFFIC FROM FLOOR FINISH FOR 24 HOURS AFTER INSTALLATION.
REMOVE EXCESS ADHESIVE FROM FLOOR, BASE, AND WALL SURFACES WITHOUT DAMAGING.
CLEAN, SEAL, AND WAX FLOOR AND BASE SURFACES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
PAINTING:
PAINT AND FINISH THE EXTERIOR AND INTERIOR EXPOSED SURFACES LISTED ON THE PAINTING SCHEDULE IN THIS SECTION, AS
SPECIFIED HEREIN, AND AS NEEDED FOR A COMPLETE AND PROPER INSTALLATION.
"PAINT," AS USED HEREIN, MEANS COATING SYSTEMS MATERIALS INCLUDING PRIMERS, EMULSIONS, EPOXY, ENAMELS, SEALERS,
FILLER, AND OTHER APPLIED MATERIALS WHETHER USED AS PRIME, INTERMEDIATE, OR FINISH COATS.
HARDWARE
PROVIDE ITEMS AS LISTED IN HARDWARE SCHEDULE, COMPLETE TO FUNCTION AS INDICATED.
INSTALL HARDWARE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS, USING PROPER TEMPLATES.
ACCURATELY AND PROPERLY FIT HARDWARE TO DOORS AND FRAMES. REMOVE EXPOSED PARTS UNTIL AFTER PAINT FINISHING IS
COMPLETED. RE-INSTALL AFTER FINISHING IS COMPLETED. FIT FIXED PARTS SNUG AND FLUSH . ADJUST OPERATING PARTS TO
MOVE FREELY AND SMOOTHLY WITHOUT BINDING, STICKING, OR WITH EXCESSIVE CLEARANCE.
AFTER THE WORK HAS BEEN OTHERWISE COMPLETED, EXAMINE HARDWARE IN PLACE FOR COMPLETE AND PROPER INSTALLATION.
LUBRICATE BEARING SURFACES OF MOVING PARTS. ADJUST LATCHING AND HOLDING DEVICES FOR PROPER FUNCTION. ADJUST
DOOR CONTROL DEVICES TO PROPER SPEED AND POWER. CLEAN EXPOSED SURFACES AND CHECK FOR SURFACE DAMAGE
DOOR HARDWARE SHALL BE LEVER - TYPE, CENTERED BETWEEN 30"-44" OFF THE FLOOR AND OPERABLE . 5lb. MAX. FORCE.
NO DOORS ARE TO REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST TO OPERATE.
GLASS
PROVIDE GLAZING AND GLAZING ACCESSORIES WHERE SHOWN ON THE DRAWINGS, AS SPECIFIED HEREIN, AND AS NEEDED FOR A
COMPLETE AND PROPER INSTALLATION. USE TYPE AND THICKNESS OF GLASS INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN.
TEMPERED GLASS
PROVIDE TEMPERED GLASS WHERE INDICATED ON THE DRAWINGS. FOR TEMPERED PLATE GLASS USE TYPE I, CLASS ONE (1),
QUALITY 93.
PRIOR TO TEMPERING CUT GLASS TO REQUIRED SIZES AS DETERMINED BY ACCURATE FIELD DIMENSIONS.
PROCESS ALL EDGES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS OR AS INDICATED ON THE DRAWINGS. ALL
EXPOSED EDGES SHALL BE GROUND AND POLISHED; NO EXCEPTIONS, PRIOR TO TEMPERING. DO NOT CUT OR TREAT EDGES IN THE
FIELD.
LAMINATED GLASS
PROVIDE LAMINATED SAFETY GLASS, CLEAR, AS INDICATED ON THE DRAWINGS, CONSISTING OF AN INNER FACE AND AN OUTER FACE
OF FLOAT GLASS LAMINATED UNDER HEAT AND PRESSURE TO A CLEAR PLASTIC CORE. USE 1/4 INCH THICKNESS FOR MAXIMUM
SIZES OF 60 INCHES X 120 INCHES AND USE 3/8 INCH THICKNESS FOR LARGER SIZES UNLESS SPECIFIED OTHERWISE.
PROVIDE OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AS
SELECTED BY THE CONTRACTOR SUBJECT TO THE APPROVAL OF THE ARCHITECT.
INSPECT EACH PIECE OF GLASS IMMEDIATELY PRIOR TO START OF INSTALLATION. DO NOT INSTALL ITEMS WHICH ARE IMPROPERLY
SIZED, HAVE DAMAGED EDGES, OR ARE SCRATCHED, ABRADED, OR DAMAGED IN ANY OTHER MANNER.
LOCATE SETTING BLOCKS AT SILLS OF PROPER SIZE TO SUPPORT THE GLASS IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS.
MITER-CUT AND SEAL THE JOINTS OF GLAZING GASKETS IN ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDATIONS, TO
PROVIDE WATERTIGHT AND AIRTIGHT SEAL AT CORNERS AND OTHER LOCATIONS WHERE JOINTS ARE REQUIRED.
SHEET TITLE :
SHEET NO. :
REVISION :
ISSUE / DATE:
CONSULTANT :
DRAWN BY:EXPIRES - 12-31-2020REGISTEREDDAVID A. LEVYSTATE OF NEVADAARCHITECTNo. 3482NORTH LAS VEGAS, NV 89084
420 EAST DEER SPRINGS WAY
ISSUE 1 - BID - PERMIT DRAWINGS
11-13-2020
LANDLORD TENANT IMPROVEMENT
SUITE 100
A701
DAL
ARCHITECTURAL
SPECIFICATIONS
ACCEPTABLE MANUFACTURERS NOTED BELOW:
GYPSUM WALL BOARD: EGGSHELL FINISH LATEX ALL WALLS, NEW
1ST COAT - BENJAMIN MOORE REGAL PREMIUM INTERIOR LATEX PRIMER (N216)
2ND COAT - BENJAMIN MOORE REGAL PREMIUM INTERIOR 100% ACRYLIC EGGSHELL FINISH (N319)
3RD COAT - BENJAMIN MOORE REGAL PREMIUM INTERIOR 100% ACRYLIC EGGSHELL FINISH (N319)
GYPSUM WALL BOARD: EGGSHELL FINISH LATEX ALL WALLS, REPAINT
1ST COAT - REMOVE ANY PEELING OR SCALING PAINT AND SAND THESE AREAS TO FEATHER EDGES SMOOTH WITH ADJACENT
SURFACES. FILL ALL NAIL HOLES, CRACKS & OTHER SURFACE IMPERFECTIONS. REMOVE SURFACE CONTAMINANTS
FROM WALLS WITH A STRONG DETERGENT SOLUTION. PRIME WITH BENJAMIN MOORE REGAL PREMIUM INTERIOR
LATEX PRIMER (N216)
2ND COAT - BENJAMIN MOORE REGAL PREMIUM INTERIOR 100% ACRYLIC EGGSHELL FINISH (N319)
3RD COAT - BENJAMIN MOORE REGAL PREMIUM INTERIOR 100% ACRYLIC EGGSHELL FINISH (N319)
GYPSUM WALL BOARD: FLAT FINISH LATEX SALES AREA DRYWALL CEILINGS, NEW
1ST COAT - BENJAMIN MOORE REGAL PREMIUM INTERIOR LATEX PRIMER (N216)
2ND COAT - BENJAMIN MOORE REGAL PREMIUM INTERIOR 100% ACRYLIC FLAT FINISH (N215)
3RD COAT - BENJAMIN MOORE REGAL PREMIUM INTERIOR 100% ACRYLIC FLAT FINISH (N215)
GYPSUM WALL BOARD: FLAT FINISH LATEX SALES AREA DRYWALL CEILINGS, REPAINT
1ST COAT - REMOVE ANY PEELING OR SCALING PAINT AND SAND THESE AREAS TO FEATHER EDGES SMOOTH WITH ADJACENT
SURFACES. FILL ALL NAIL HOLES, CRACKS & OTHER SURFACE IMPERFECTIONS. REMOVE SURFACE CONTAMINANTS
FROM WALLS WITH A STRONG DETERGENT SOLUTION. PRIME WITH BENJAMIN MOORE REGAL PREMIUM INTERIOR
LATEX PRIMER (N216)
2ND COAT - BENJAMIN MOORE REGAL PREMIUM INTERIOR 100% ACRYLIC FLAT FINISH (N215)
3RD COAT - BENJAMIN MOORE REGAL PREMIUM INTERIOR 100% ACRYLIC FLAT FINISH (N215)
WOOD DOORS, JAMBS, CASINGS, TOUCH-UP ON OWNERS FIXTURES & MISC. TRIM: HIGH GLOSS
1ST COAT - BENJAMIN MOORE IRONCLAD ALKYD LOW LUSTER METAL AND WOOD ENAMEL (C163)
2ND COAT - BENJAMIN MOORE IMPERVO ALKYD HIGH GLOSS METAL AND WOOD ENAMEL (C133)
3RD COAT - BENJAMIN MOORE IMPERVO ALKYD HIGH GLOSS METAL AND WOOD ENAMEL (C133)
METAL DOORS AND FRAMES: HIGH-GLOSS
1ST COAT - PRIMER IS NOT REQUIRED ON FACTORY PRIMED DOORS AND FRAMES. BENJAMIN MOORE IRONCLAD ALKYD LOW
LUSTER METAL AND WOOD ENAMEL (C163)
2ND COAT - BENJAMIN MOORE IMPERVO ALKYD HIGH GLOSS METAL AND WOOD ENAMEL (C133)
3RD COAT - BENJAMIN MOORE IMPERVO ALKYD HIGH GLOSS METAL AND WOOD ENAMEL (C133)
EXPOSED STRUCTURAL STEEL, ROOF BAR JOISTS AND METAL DECK: LOW LUSTER - SELF PRIMING
1ST COAT - BENJAMIN MOORE IRONCLAD LATEX LOW LUSTER METAL AND WOOD ENAMEL (363)
2ND COAT - BENJAMIN MOORE IRONCLAD LATEX LOW LUSTER METAL AND WOOD ENAMEL (363)
CONCRETE MASONRY UNITS: SEMI-GLOSS FINISH LATEX
1ST COAT - MOORCRAFT SUPER CRAFT LATEX BLOCK, FILLER (285)
2ND COAT - MOORCRAFT SUPER SPEC LATEX SEMI-GLOSS, ENAMEL (276) (INTERIOR ONLY)
3RD COAT - MOORCRAFT SUPER SPEC LATEX SEMI-GLOSS, ENAMEL (276) (INTERIOR ONLY)
ALUMINUM/GALVANIZED METAL: SATIN FINISH
1ST COAT - PRIMER IS NOT REQUIRED ON FACTORY PRIMED SURFACES OR REPAINT.
2ND COAT - BENJAMIN MOORE IRONCLAD LATEX LOW LUSTER METAL AND WOOD ENAMEL (363)
3RD COAT - BENJAMIN MOORE IRONCLAD LATEX LOW LUSTER METAL AND WOOD ENAMEL (363)
METAL, WOOD, GALVANIZED METAL: ACRYLIC SEMI-GLOSS
1ST COAT - BENJAMIN MOORE - M29 D.T.M. ACRYLIC SEMI-GLOSS
2ND COAT - BENJAMIN MOORE - M29 D.T.M. ACRYLIC SEMI-GLOSS
METAL CLEAR COAT, (METAL AWNING DECK, RODS & TURNBUCKLES)
1ST COAT - SHERWIN WILLIAMS OPEX CLEAR LACQUERS CC-C5 (T82C13)
SURFACE PREPARATION:
1. PERFORM PREPARATION AND CLEANING PROCEDURES IN STRICT ACCORDANCE WITH THE PAINT MANUFACTURERS'
RECOMMENDATIONS AS APPROVED BY THE ARCHITECT/ENGINEER.
2. REMOVE REMOVABLE ITEMS WHICH ARE IN PLACE AND ARE NOT SCHEDULED TO RECEIVE PAINT FINISH; OR PROVIDE
SURFACE-APPLIED PROTECTION PRIOR TO SURFACE PREPARATION AND PAINTING OPERATIONS.
3. FOLLOWING COMPLETION OF PAINTING IN EACH SPACE OR AREA, REINSTALL THE REMOVED ITEMS BY USING WORKMEN WHO ARE
SKILLED IN THE NECESSARY TRADES.
4. CLEAN EACH SURFACE TO BE PAINTED PRIOR TO APPLYING PAINT OR SURFACE TREATMENT.
5. REMOVE OIL AND GREASE WITH CLEAN CLOTHS AND CLEANING SOLVENT OF LOW TOXICITY AND FLASH POINT IN EXCESS OF 200
DEGREES F, PRIOR TO START OF MECHANICAL CLEANING.
6. SCHEDULE THE CLEANING AND PAINTING SO THAT DUST AND OTHER CONTAMINANTS FROM THE CLEANING PROCESS WILL NOT
FALL ONTO WET NEWLY PAINTED SURFACES.
7. PLASTER AND VENEER PLASTER MUST BE ALLOWED TO DRY THOROUGHLY FOR AT LEAST 30 DAYS BEFORE PAINTING.
PREPARATION OF WOOD SURFACES:
1. CLEAN WOOD SURFACES UNTIL FREE FROM DIRT, OIL, AND OTHER FOREIGN SUBSTANCE.
2. SMOOTH FINISHED WOOD SURFACES EXPOSED TO VIEW, USING THE PROPER SANDPAPER. WHERE SO REQUIRED, USE VARYING
DEGREES OF COARSENESS IN SANDPAPER TO PRODUCE A UNIFORMLY SMOOTH AND UNMARRED WOOD SURFACE.
3. UNLESS SPECIFICALLY APPROVED BY THE ARCHITECT/ENGINEER, DO NOT PROCEED WITH PAINTING OF WOOD SURFACES UNTIL
THE MOISTURE CONTENT OF THE WOOD IS 12% OR LESS AS MEASURED BY A MOISTURE METER APPROVED BY THE
ARCHITECT/ENGINEER.
4. WOOD DOORS:
A. CAREFULLY SEAL ALL EDGES IMMEDIATELY AFTER FITTING INCLUDING AREAS ROUTED FOR CONCEALED CLOSERS AND
OTHER HARDWARE.
B. BEFORE FINISHING, THE FINISHER MUST DO A THOROUGH FINAL SANDING OVER ALL SURFACES USING 120 OR 150 GRIT
SANDPAPER, DEPENDING ON THE SPECIES, AND IN CONJUNCTION WITH A HAND BLOCK OR BELT SANDER IN ORDER TO
REMOVE ALL SCUFFS, HANDLING MARKS, SCRATCHES, RAISED GRAIN, BURNISHES AND EFFECTS OR EXPOSURE TO
MOISTURE THAT MAY OCCUR DURING HANDLING, UNLOADING AND STORAGE.
C. IMMEDIATELY AFTER FITTING AND BEFORE HANGING, THE ENTIRE DOOR INCLUDING TOP AND BOTTOM EDGES MUST
RECEIVE TWO COATS OF A GOOD QUALITY PAINT, VARNISH OR LACQUER. EXTERIOR FINISHES SHOULD BE USED ON THE
EXTERIOR FACES AND ALL EDGES OF EXTERIOR DOORS.
D. SOME WOODS, PARTICULARLY OAK, CONTAIN CHEMICALS WHICH REACT WITH IRON OR SOME FINISHING MATERIALS. DO
NOT USE STEEL WOOL ON OAK DOORS.
USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS
AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR PROPER
PERFORMANCE OF THE WORK OF THIS SECTION.
PROVIDE FINISH COATS WHICH ARE COMPATIBLE WITH THE PRIME COATS ACTUALLY USED. REVIEW OTHER SECTIONS OF THESE
SPECIFICATIONS AS REQUIRED, VERIFYING THE PRIME COATS TO BE USED AND ASSURING COMPATIBILITY OF THE TOTAL COATING
SYSTEM FOR THE VARIOUS SUBSTRATA. UPON REQUEST, FURNISH INFORMATION ON THE CHARACTERISTICS OF THE SPECIFIC FINISH
MATERIALS TO ASSURE THAT COMPATIBLE PRIME COATS ARE USED. PROVIDE BARRIER COATS OVER NON-COMPATIBLE PRIMERS, OR
REMOVE THE PRIMER AND REPRIME AS REQUIRED. NOTIFY THE ARCHITECT/ENGINEER IN WRITING OF ANTICIPATED PROBLEMS IN
USING THE SPECIFIED COATING SYSTEMS OVER PRIME-COATINGS SUPPLIED UNDER OTHER SECTIONS.
ALL PAINTS AND COATINGS SHALL BE PREMIXED AND DELIVERED TO THE JOB SITE IN MANUFACTURER'S SEALED CONTAINERS.
EACH CONTAINER SHALL BE LABELED BY THE MANUFACTURER SHOWING PAINT BRAND, COLOR DESIGNATION AND MANUFACTURER'S
NAME. ALL EMPTY CONTAINERS SHALL BE REMOVED FROM THE SITE AT THE COMPLETION OF EACH DAY'S WORK.
DO NOT APPLY SOLVENT-THINNED PAINTS WHEN THE TEMPERATURE OF SURFACES TO BE PAINTED AND THE
SURROUNDING AIR TEMPERATURES ARE BELOW 45 DEGREES F, UNLESS OTHERWISE PERMITTED BY THE
MANUFACTURERS' PRINTED INSTRUCTIONS AS APPROVED BY THE ARCHITECT/ENGINEER.
DO NOT APPLY PAINT IN SNOW, RAIN, FOG, OR MIST; OR WHEN THE RELATIVE HUMIDITY EXCEEDS 85%; OR TO
DAMP OR WET SURFACES, UNLESS OTHERWISE PERMITTED BY THE MANUFACTURERS' PRINTED INSTRUCTIONS
AS APPROVED BY THE ARCHITECT. APPLICATIONS MAY BE CONTINUED DURING INCLEMENT WEATHER ONLY
WITHIN THE TEMPERATURE LIMITS SPECIFIED BY THE PAINT MANUFACTURER AS BEING SUITABLE FOR USE
DURING APPLICATION AND DRYING PERIODS.
UPON COMPLETION OF THE WORK OF THIS SECTION, DELIVER TO THE OWNER AN EXTRA STOCK EQUALING 10%
OF EACH COLOR, TYPE, AND GLOSS OF PAINT USED IN THE WORK, TIGHTLY SEALING EACH CONTAINER, AND
CLEARLY LABELING WITH CONTENTS AND LOCATION WHERE USED.
UNDERCOATS AND THINNERS: PROVIDE UNDERCOAT PAINT PRODUCED BY THE SAME MANUFACTURER AS THE
FINISH COAT. USE ONLY THE THINNERS RECOMMENDED BY THE PAINT MANUFACTURER, AND USE ONLY TO THE
RECOMMENDED LIMITS. INSOFAR AS PRACTICABLE, USE UNDERCOAT, FINISH COAT, AND THINNER MATERIAL AS
PARTS OF A UNIFIED SYSTEM OF PAINT FINISH.
GYPSUM WALLBOARD SYSTEM
PERFORM GYPSUM WALLBOARD SYSTEMS WORK IN ACCORDANCE WITH RECOMMENDATIONS OF ASTM C754 AND GA216 UNLESS
OTHERWISE SPECIFIED IN THIS SECTION.
GA 216 - RECOMMENDED SPECIFICATIONS FOR THE APPLICATION AND FINISHING OF GYPSUM BOARD.
ASTM C 754 - INSTALLATION OF STEEL FRAMING MEMBERS TO RECEIVE SCREW-ATTACHED GYPSUM WALLBOARD, BACKING BOARD, OR
WATER-RESISTANT BACKING BOARD.
PROVIDE METAL FRAMING MATERIALS IN ACCORDANCE WITH GA 216.
STUDS: SCREW-TYPE CEE-SHAPED MINIMUM 20 GAUGE.
RUNNERS: MATCH STUDS.
FURRING MEMBERS: SCREW-TYPE HAT-SHAPED 20 GAUGE.
PROVIDE CHANNELS AND HANGER WIRE IN ACCORDANCE WITH GA 216.
FASTENERS AND ANCHORAGES IN ACCORDANCE WITH GA 216.
PROVIDE GYPSUM WALLBOARD MATERIALS IN ACCORDANCE WITH RECOMMENDATIONS OF GA 216.
STANDARD GYPSUM BOARDS SHALL BE 5/8 INCH THICK (UNLESS NOTED OTHERWISE IN DRAWINGS) USING MAXIMUM PERMISSIBLE
LENGTHS, ENDS SQUARE CUT, TAPERED EDGES.
FIRE-RATED GYPSUM BOARDS SHALL BE UL RATED, 5/8 INCH THICK USING MAXIMUM PERMISSIBLE LENGTH(S)
BLUE BOARD GYPSUM BOARDS SHALL BE 5/8 INCH THICK (UNLESS NOTED OTHERWISE IN DRAWINGS) USING MAXIMUM PERMISSIBLE
LENGTHS, ENDS SQUARE CUT, TAPERED EDGES.
MOISTURE RESISTANT GYPSUM BOARD SHALL BE 5/8 INCH THICK USING MAXIMUM PERMISSIBLE LENGTH(S) ENDS SQUARE CUT TAPERED
EDGES. TO BE USED IN ALL WET AREAS INCLUDING BUT NOT LIMITED TO: RESTROOMS AND MOP SINK LOCATIONS.
AGGREGATE PORTLAND CEMENT BOARD, 1/2 INCH THICK, WITH POLYMER-COATED, WOVEN-GLASS MESH IN BACK AND FRONT SURFACES.
PROVIDE GYPSUM WALLBOARD ACCESSORIES IN ACCORDANCE WITH GA 216.
CORNER BEADS SHALL BE METAL.
PROVIDE REINFORCING TAPE, JOINT COMPOUND, ADHESIVE, WATER FASTENERS IN ACCORDANCE WITH GA 216.
INSTALL MEMBERS TRUE TO LINES AND LEVELS TO PROVIDE SURFACE FLATNESS WITH MAXIMUM VARIATION OF 1/8 INCH IN 10 FEET (1/960)
IN ANY DIRECTION
METAL STUDS SHALL BE 16 INCHES ON CENTER UNLESS OTHERWISE INDICATED.
PARTITION HEIGHTS SHALL BE FULL HEIGHT FROM FLOOR TO ROOF CONSTRUCTION ABOVE AS/OR INDICATED ON THE DRAWINGS.
INSTALL DOUBLE STUDS AT DOOR FRAME JAMBS. INSTALL RUNNERS ON EACH SIDE OF OPENING AT FRAME HEAD HEIGHT BETWEEN JAMB
STUDS AND ADJACENT STUDS.
INSTALL BLOCKING BEHIND DRYWALL FOR SUPPORT OF PLUMBING FIXTURES, TOILET PARTITIONS, WALL CABINETS, TOILET ACCESSORIES,
HARDWARE AND ELSEWHERE AS REQUIRED.
COORDINATE INSTALLATION OF BUCKS, ANCHORS, BLOCKING, ELECTRICAL, AND MECHANICAL WORK WHICH IS TO BE PLACED IN OR
BEHIND PARTITION FRAMING. ALLOW SUCH ITEMS TO BE INSTALLED AFTER FRAMING IS COMPLETE.
ERECT WALL FURRING DIRECTLY ATTACHED TO CONCRETE BLOCK AND CONCRETE WALLS.
SPACE FURRING CHANNELS MAXIMUM 16 INCHES ON CENTER, NOT MORE THAN 4 INCHES FROM FLOOR AND CEILING BEARING.
ERECT SINGLE LAYER STANDARD GYPSUM BOARD IN DIRECTION MOST PRACTICAL AND ECONOMICAL, WITH ENDS AND EDGES OCCURRING
OVER FIRM BEARING.
ERECT SINGLE LAYER FIRE-RATED GYPSUM BOARD VERTICALLY, WITH EDGES AND ENDS OCCURRING OVER FIRM
USE SCREWS WHEN FASTENING GYPSUM BOARD TO METAL FURRING OR FRAMING.
PLACE CORNER BEADS AT EXTERNAL CORNERS. USE LONGEST PRACTICAL LENGTHS. PLACE EDGE TRIM WHERE GYPSUM BOARD ABUTS
DISSIMILAR MATERIALS.
TAPE, FILL, AND SAND EXPOSED JOINTS, EDGES, CORNERS, OPENINGS, AND FIXTURES, TO PRODUCE SURFACE READY TO RECEIVE
SURFACE FINISHES. FEATHER COATS ONTO ADJOINING SURFACES SO THAT CAMBER IS MAXIMUM 1/32 INCH. FINISHING OF TAPING IS NOT
REQUIRED ABOVE CEILING LINE.
REMOVE AND RE-DO DEFECTIVE WORK.
WOOD FLOOR SYSTEM
REFER TO FINISH SCHEDULE FOR MORE INFORMATION ON MATERIALS AND MANUFACTURERS.
ATTENTION - INSTALLER/OWNER RESPONSIBILITY
INSPECT ALL MATERIALS CAREFULLY BEFORE INSTALLATION. WOOD IS A NATURAL PRODUCT CONTAINING NATURAL
CHARACTERISTICS SUCH AS NATURAL VARIATIONS IN COLOR, TONE AND GRAINING. SOME VARIATION IN COLOR IS TO BE EXPECTED
IN A NATURAL WOOD FLOOR.
TOOLS
BASIC TOOLS AND ACCESSORIES: BROOM OR VACUUM, CHALK LINE, TAPPING BLOCK, PROFESSIONAL CHOICE CLEANER, HAND OR
ELECTRIC JAM SAW, MITER SAW, MOISTURE METER, SAFETY GLASSES, STRAIGHT EDGE, TABLE SAW, TAPE MEASURE, 3M BLUE TAPE,
SQUARE, UTILITY KNIFE, PRY BAR, TOWELS AND TROWEL IF GLUING OR A BOSTITCH 50C POWER NAILER FOR NAILING WITH A 1-1/2"
POWER CLEAT. (NOTE: YOU MUST USE A 3/8" OR 1/2" ADAPTER AS APPROPRIATE).
CAUTION: IMPROPER USE OF A POWER NAILER CAN MARK THE SURFACE OF THE FLOORING
JOBSITE CONDITIONS
IT IS THE RESPONSIBILITY OF THE INSTALLERS/OWNER TO DETERMINE IF THE JOB SITE SUB-FLOOR AND JOB SITE CONDITIONS ARE
ENVIRONMENTALLY AND STRUCTURALLY ACCEPTABLE FOR WOOD FLOOR INSTALLATION.
SUB-FLOOR PREPARATION AND RECOMMENDATIONS FOR ALL INSTALLATIONS
CONCRETE SUB-FLOORS
NEW CONCRETE SLABS REQUIRE A MINIMUM OF 60 DAYS DRYING TIME BEFORE COVERING THEM WITH A WOOD FLOOR.
LIGHTWEIGHT CONCRETE
LIGHTWEIGHT CONCRETE THAT HAS A DRY DENSITY OF 100 POUNDS OR LESS PER CUBIC FOOT IS NOT SUITABLE FOR WOOD FLOORS.
MANY PRODUCTS HAVE BEEN DEVELOPED AS SELF-LEVELING TOPPINGS OR FLOOR UNDERLAYMENTS. THESE INCLUDE CELLULAR
CONCRETE, RESIN-REINFORCED CEMENTITIOUS UNDERLAYMENTS, AND GYPSUM-BASED MATERIALS. ALTHOUGH SOME OF THESE
PRODUCTS MAY HAVE THE NECESSARY QUALIFICATIONS OF UNDERLAYMENT FOR WOOD FLOORING INSTALLATIONS, OTHERS DO
NOT.
TO TEST FOR LIGHTWEIGHT CONCRETE, SCRAPE A COIN OR KEY ACROSS THE SURFACE OF THE SUBFLOOR. IF THE SURFACE
POWDERS EASILY OR HAS A DRY DENSITY OF L00 POUNDS OR LESS PER CUBIC FOOT, DO NOT INSTALL WOOD FLOORING.
CONCRETE SUB-FLOORS MUST BE DRY, SMOOTH (LEVEL WITH 3/16" IN A 10 FOOT. RADIUS - 1/8" IN 6 FT.) AND FREE OF STRUCTURAL
DEFECTS. HAND SCRAPE OR SAND WITH A 20-GRIT #3-1/2 OPEN FACE PAPER TO REMOVE LOOSE, FLAKY CONCRETE. GRIND HIGH
SPOTS IN CONCRETE AND FILL LOW SPOTS WITH A PORTLAND BASED LEVELING COMPOUND (MIN. 3,000 P.S.I.) CONCRETE MUST BE
FREE OF PAINT, OIL, EXISTING ADHESIVES, WAX GREASE, DIRT AND CURING COMPOUNDS. THESE MAY BE REMOVED MECHANICALLY
BUT DO NOT USE SOLVENT-BASED STRIPPERS UNDER ANY CIRCUMSTANCES. THE USE OF RESIDUAL SOLVENTS CAN PROHIBIT THE
SATISFACTORY BOND OF FLOORING ADHESIVES. IT IS IMPORTANT TO ENSURE A PROPER BOND BETWEEN THE ADHESIVE AND THE
CONCRETE, AND PLANKS OR STRIPS. MOHAWK ENGINEERED HARDWOOD FLOORING MAY BE INSTALLED ON-GRADE, ABOVE GRADE,
AS WELL AS BELOW GRADE WHERE MOISTURE CONDITIONS DO NOT EXIST.
TO ENSURE A LONG LASTING BOND, MAKE SURE THAT THE PERIMETER OF THE FOUNDATION HAS ADEQUATE DRAINAGE AND VAPOR
BARRIER.
WOOD SUB-FLOORS
WOOD SUB-FLOORS NEED TO BE WELL NAILED OR SECURED WITH SCREWS. NAILS SHOULD BE RING SHANKS AND SCREWS NEED TO
BE COUNTER SUNK. THE WOOD SUB-FLOOR NEEDS TO BE STRUCTURALLY SOUND AND DRY. THEY SHOULD NOT EXCEED 14%
MOISTURE PRIOR TO INSTALLATION. IF THE SUB-FLOOR IS SINGLE LAYER, LESS THAN 3/4" THICK, ADD A SINGLE CROSS LAYER
FOR STRENGTH AND STABILITY (MINIMUM 5/16" THICK FOR A TOTAL 3/4" THICKNESS). THIS IS TO REDUCE THE POSSIBILITY OF
SQUEAKING. WOOD SUB-FLOORS MUST BE FREE OF PAINT, OIL, EXISTING ADHESIVES, WAX, GREASE, DIRT AND URETHANE, VARNISH
ETC. UNDERLAYMENT GRADE OSB (NOT THE WAX SIDE) IS ALSO SUITABLE SUB-FLOORS. PARTICLEBOARD IS NOT AN ACCEPTABLE
SUB-FLOOR. INSTALL AT RIGHT ANGLES TO THE EXISTING FLOOR.
SUB-FLOOR MOISTURE CHECK
FLOORING ADHESIVE MAY BE USED FOR ABOVE, ON, AND BELOW GRADE APPLICATIONS AND ON ALL COMMON SUBSTRATES. ON AND
BELOW GRADE APPLICATIONS ARE SUSCEPTIBLE TO MOISTURE AND SHOULD BE TESTED FOR MOISTURE PRIOR TO INSTALLATION IN
SEVERAL LOCATIONS WITHIN THE INSTALLATION AREA. ACCEPTABLE CONDITIONS FOR ABOVE ON AND BELOW GRADE APPLICATIONS
ARE:
LESS THAN 3LBS./1000 SQ. FT./24 HRS. ON A CALCIUM CHLORIDE TEST.
LESS THAN A READING OF 5.0 ON A TRAMEX CONCRETE MOISTURE ENCOUNTER (MOISTURE METER). WOOD SUBSTRATES MUST HAVE
A MOISTURE READING OF LESS THAN 14% WHEN USING A TRAMEX OR DELMHORST OR EQUIVALENT MOISTURE METER.
TO CORRECT ANY SUB-FLOOR PROBLEMS CONCERNING MOISTURE, EITHER WAIT UNTIL THE SUB-FLOOR DRIES TO MEET
SPECIFICATIONS OR USE AN APPROPRIATE MOISTURE BARRIER.
SUB-FLOORS OTHER THAN WOOD OR CONCRETE
NOTE: PERIMETER GLUED RESILIENT VINYL AND RUBBER TILES ARE UNACCEPTABLE UNDERLAYMENTS AND MUST BE REMOVED.
WARNING: DO NOT SAND EXISTING RESILIENT TILE, SHEET FLOORING, BACKING, OR FELT LININGS. THESE PRODUCTS MAY CONTAIN
ASBESTOS FIBERS THAT ARE NOT READILY IDENTIFIABLE. INHALATION OF ASBESTOS DUST CAN CAUSE ASBESTOSIS OR OTHER
SERIOUS BODILY HARM. CHECK WITH LOCAL, STATE AND FEDERAL LAWS FOR HANDLING HAZARDOUS MATERIAL BEFORE
ATTEMPTING THE REMOVAL OF THESE FLOORS.
CAUTION: THE SLAB SURFACE MUST NEVER EXCEED 85° F. IN TEMPERATURE.
PREPARATION
REMOVE ALL MOLDINGS AND WALL-BASE AND UNDERCUT ALL DOOR CASINGS WITH A HAND OR POWER JAM SAW USING A SCRAP
PIECE OF FLOORING AS A GUIDE.
INSTALLATION
WOOD FLOOR TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL WOOD FLOORING ASSOCIATION (NWFA) INSTALLATION
GUIDELINES.
CLEAN UP
USE CLEAN WHITE TERRY CLOTH TOWELS TO CLEAN AS YOU GO, ALONG WITH FLOORING CLEANER. ADHESIVE THAT HAS CURED ON
THE SURFACE OF THE FLOORING CAN BE DIFFICULT TO REMOVE AND WILL REQUIRE THE USE OF URETHANE REMOVER. ONCE THE
FLOOR IS COMPLETED CLEAN THE FLOORING WITH FLOORING CLEANER.
FINAL TOUCHES
INSTALL THE PROPER TRIM MOLDING AT THE DOORWAYS TO ACHIEVE THE TRANSITION AND ALONG THE WALLS TO COVER THE EDGES
OF ANY GAPS ALONG THE WALL DUE TO IRREGULARITY.
DIVISION 10 - SPECIALTIES
TOILET ACCESSORIES
SEE ROUGH CARPENTRY: WOOD ANCHOR REINFORCEMENT.
PROTECT ADJACENT OR ADJOINING FINISHED SURFACES AND WORK FROM DAMAGE DURING INSTALLATION OF WORK OF THIS SECTION.
PROVIDE STEEL ANCHOR PLATES AND ANCHOR COMPONENTS FOR INSTALLATION ON BUILDING
INSTALL FIXTURES, ACCESSORIES, AND ITEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
INSTALL TRUE, PLUMB, AND LEVEL, SECURELY AND RIGIDLY ANCHORED TO SUBSTRATE.
REFER TO ENLARGED TOILET ROOM PLAN FOR ACCESSORIES AND LOCATIONS.
2. EXPOSED PIPE AND DUCT INSULATION:
A. APPLY ONE COAT OF LATEX PAINT ON INSULATION WHICH HAS BEEN SIZED OR PRIMED UNDER OTHER SECTIONS;
APPLY TWO COATS ON SUCH SURFACES WHEN UNPREPARED.
B. MATCH COLOR OF ADJACENT SURFACES.
C. REMOVE BAND BEFORE PAINTING, AND REPLACE AFTER PAINTING.
3. HARDWARE:
A. PAINT PRIME COATED HARDWARE TO MATCH ADJACENT SURFACES.
B. PAINT METAL PORTIONS OF HEAD SEALS, JAMB SEALS, AND ASTRAGAL SEALS TO MATCH THE COLOR OF THE DOOR
FRAME UNLESS OTHERWISE DIRECTED BY THE ARCHITECT.
4. WET AREAS:
A. IN TOILET ROOMS AND CONTIGUOUS AREAS, ADD AN APPROVED FUNGICIDE TO PAINTS.
B. FOR OIL BASE PAINTS, USE 1% PHENOLMERCURIC OR 4% TETRACHLOROPHENOL.
C. FOR WATER EMULSION AND GLUE SIZE SURFACES, USE 4% SODIUM TETRACHLOROPHENATE.
5. EXPOSED VENTS: APPLY TWO COATS OF HEAT-RESISTANT PAINT APPROVED BY THE ARCHITECT, WHERE APPLICABLE.
PREPARATION OF METAL SURFACES:
1. THOROUGHLY CLEAN SURFACES UNTIL FREE FROM DIRT, OIL, AND GREASE.
2. ON GALVANIZED SURFACES, USE SOLVENT FOR THE INITIAL CLEANING, AND THEN TREAT THE SURFACE THOROUGHLY WITH
PHOSPHORIC ACID ETCH. REMOVE ETCHING SOLUTION COMPLETELY BEFORE PROCEEDING.
3. ALLOW TO DRY THOROUGHLY BEFORE APPLICATION OF PAINT.
PAINT APPLICATION:
1. TOUCH-UP SHOP-APPLIED PRIME COATS WHICH HAVE BEEN DAMAGED, AND TOUCH-UP BARE AREAS PRIOR TO START OF FINISH
COATS APPLICATION.
2. FACTORY PRIMED WOOD MATERIALS INCLUDING BUT NOT LIMITED TO; DOORS, JAMBS, CASINGS, MOLDINGS, ETC. ARE TO HAVE
AN ADDITIONAL COAT OF PRIMER APPLIED IN THE FIELD PRIOR TO FINISHING.
3. SLIGHTLY VARY THE COLOR OF SUCCEEDING COATS.
A. DO NOT APPLY ADDITIONAL COATS UNTIL THE COMPLETED COAT HAS BEEN INSPECTED AND APPROVED.
B. ONLY THE INSPECTED AND APPROVED COATS OF PAINT WILL BE CONSIDERED IN DETERMINING THE NUMBER OF COATS
APPLIED.
4. SAND AND DUST BETWEEN COATS TO REMOVE DEFECTS VISIBLE TO THE UNAIDED EYE FROM A DISTANCE OF FIVE FEET.
5. ON REMOVABLE PANELS AND HINGED PANELS, PAINT THE BACK SIDES TO MATCH THE EXPOSED SIDES.
DRYING:
1. ALLOW SUFFICIENT DRYING TIME BETWEEN COATS, MODIFYING THE PERIOD AS RECOMMENDED BY THE MATERIAL
MANUFACTURER TO SUIT ADVERSE WEATHER CONDITIONS.
2. CONSIDER OIL-BASE AND OLEO-RESINOUS SOLVENT-TYPE PAINT AS DRY FOR RECOATING WHEN THE PAINT FEELS FIRM, DOES
NOT DEFORM OR FEEL STICKY UNDER MODERATE PRESSURE OF THE THUMB, AND WHEN THE APPLICATION OF ANOTHER COAT
OF PAINT DOES NOT CAUSE LIFTING OR LOSS OF ADHESION OF THE UNDERCOAT.
BRUSH APPLICATIONS:
1. BRUSH OUT AND WORK THE BRUSH COATS ONTO THE SURFACE IN AN EVEN FILM.
2. CLOUDINESS, SPOTTING, HOLIDAYS, LAPS, BRUSH MARKS, RUNS, SAGS, ROPINESS, AND OTHER SURFACE IMPERFECTIONS WILL
NOT BE ACCEPTABLE.
SPRAY APPLICATION:
1. EXCEPT AS SPECIFICALLY OTHERWISE APPROVED BY THE ARCHITECT/ENGINEER, CONFINE SPRAY APPLICATION TO AC GRILLES,
LIGHT TRIM RINGS, METAL FRAMEWORK AND SIMILAR SURFACES WHERE HAND BRUSH WORK WOULD BE INFERIOR.
2. WHERE SPRAY APPLICATION IS USED, APPLY EACH COAT TO PROVIDE THE HIDING EQUIVALENT OF BRUSH COATS.
3. DO NOT DOUBLE BACK WITH SPRAY EQUIPMENT TO BUILD UP FILM THICKNESS OF TWO COATS IN ONE PASS.
FOR COMPLETED WORK, MATCH THE APPROVED SAMPLES AS TO TEXTURE, COLOR AND COVERAGE. REMOVE, REFINISH, OR REPAINT
WORK NOT IN COMPLIANCE WITH THE SPECIFIED REQUIREMENTS.
MISCELLANEOUS SURFACES AND PROCEDURES:
1. EXPOSED MECHANICAL ITEMS:
A. FINISH ELECTRIC PANELS, ACCESS DOORS, CONDUITS, PIPES, DUCTS, GRILLES, REGISTERS, VENTS, AND ITEMS OF
SIMILAR NATURE TO MATCH THE ADJACENT WALL AND CEILING SURFACES, OR AS DIRECTED.
B. PAINT VISIBLE DUCT SURFACES BEHIND VENTS, REGISTERS, AND GRILLES FLAT BLACK.
C. WASH METAL WITH SOLVENT, PRIME, AND APPLY TWO COATS OF ALKYD ENAMEL.