9516 west flamingo road, suite 130 · 2020-05-30 · 9516 west flamingo, suite 130 las vegas, nv...

2
G000 NOTES, CODE ANALYSIS, SITE PLAN, EXITING & INDEX D E S C R I P T I O N NO. DATE 13-008 I S S U E D DRAWING NO. TITLE NOTES ENGINEER CODA PROJECT NO. ARCHITECT /Volumes/Coda Drive/Architecture/13-008 Metreon Ste. 130/Suite 130_REV 5_Florist.pln; 2/16/15; 1:51 PM; Kevin Turchin Owner Review 2.16.15 9516 West Flamingo Road, Suite 130 PROGRESS SET. NOT FOR CONSTRUCTION COPYRIGHT 2015 © BY CODA 6853-B W. Charleston Blvd. Las Vegas, Nevada 89117 P 702.795.2285 F 702.947.8060 9516 West Flamingo Road, Suite 130 Tenant Improvement 9516 West Flamingo, Suite 130 Las Vegas, NV 89147 9 EXIT ACCESS TRAVEL DISTANCE= 55'-5" TENANT IMPROVEMENT 9516 West Flamingo Road, Suite 130 9516 West Flamingo, Suite 130 Las Vegas, NV 89147 TENANT IMPROVEMENT ACCESSIBLE ROUTE 1 2 3 GENERAL NOTES CODE ANALYSIS IECC CALCULATIONS/SYNOPSIS EXITING PLAN SITE PLAN GENERAL BUILDING WAS SUBMITTED UNDER SEPARATE PERMIT. NO CHANGES ARE BEING MADE TO THE ENVELOPE OR THE EXISTING BUILDING. FOR ELECTRICAL AND LIGHTING CALCULATIONS SEE ELECTRICAL PLANS. FOR MECHANICAL CALCULATIONS SEE MECHANICAL PLANS. PLUMBING COUNT: REQUIRED 9 OCCUPANTS 1 WATER CLOSETS <15 OCCUPANTS = 1 LAVS <15 OCCUPANTS = 1 PROVIDED WATER CLOSETS 1 LAVS 1 SHELL TENANT IMPROVEMENT FOR FUTURE RETAIL USE CLARK COUNTY 2012 INTERNATIONAL BUILDING CODE B V-B YES 843 SF 843 GSF/ 100 = 9 OCC 9 x 0.2 = 1.8" 36" 1/1 250' ALLOWED, 55'-5" PROVIDED DRAWING INDEX 1. THE DRAWINGS AND THE SPECIFICATIONS ARE PREPARED TO SHOW THE ARCHITECT'S INTENT IN THE DESIGN AND CONSTRUCTION OF THE PROJECT. IN ALL MATTERS RELATED TO THE USE OR INTERPRETATION OF THESE VARIOUS DRAWINGS OR SPECIFICATIONS, THE ARCHITECT'S WRITTEN STATEMENT SHALL BE CONSIDERED FINAL. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE APPLICABLE CODES. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE SITE AND NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES, PRIOR TO BEGINNING THE WORK, FOR CLARIFICATION. CLAIMS FOR EXTRA WORK RESULTING FROM FAILURE TO DO SO WILL NOT BE ALLOWED. 4. SHOULD UNFORESEEN CONDITIONS OR OTHER CAUSES NECESSITATE CONSTRUCTION DETAILS NOT IN ACCORDANCE WITH THESE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND SUBMIT HIS DETAILS SHOWING THE PROPOSED METHODS TO ACCOMPLISH THE REQUIRED RESULTS, BEFORE PROCEEDING WITH ANY CHANGES. 5. THE CONTRACTOR SHALL PROVIDE CONNECTION LOCATIONS FOR UTILITIES SUCH AS SANITARY SEWERS, GAS LINES, ELECTRIC, WATER FOR THE BUILDING. 6. WRITTEN DIMENSIONS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. SHOULD A DISCREPANCY APPEAR IN THE DRAWINGS OR THE SPECIFICATIONS, IT IS DEEMED THAT THE CONTRACTOR ESTIMATED THE MOST EXPENSIVE MATERIAL AND CONSTRUCTION INVOLVED. 7. CONTRACTOR TO MAINTAIN WORKMEN'S COMPENSATION, LIABILITY INSURANCE AND VEHICLE INSURANCE IN ADEQUATE AMOUNTS TO RENDER THE OWNER AND HIS AGENTS HARMLESS IN CASE OF ACCIDENT TO PERSONS OR PROPERTY INVOLVED IN THIS PROJECT. PROVIDE CERTIFICATION OF SAME TO THE OWNER, WITH INSURANCE COVERAGES SHOWN WITH THE BID PROPOSAL. FAILURE TO PROVIDE VERIFICATION OF INSURANCE WILL NULLIFY BID. 8. PROTECT FROM DAMAGE TO ALL STRUCTURES, FINISHES, UTILITIES, EQUIPMENT, VEGETATION, ETC. SCHEDULED TO REMAIN. MAINTAIN THE STRUCTURAL INTEGRITY OF THE BUILDING AND PROVIDE TEMPORARY SHORING AS REQUIRED. PROVIDE TEMPORARY PROTECTIVE DUST AND WEATHER TIGHT ENCLOSURES WHERE AND WHEN REQUIRED. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTIONS AND MISALIGNMENTS ACCORDING TO THE APPLICABLE CODES, STANDARDS AND GOODS PRACTICE. 10. THE CONTRACTOR SHALL COORDINATE WORKMEN'S PARKING AND DELIVERY LOCATIONS WITH THE OWNER. 11. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE SUPERVISION OF THE CONSTRUCTION. 12. GENERAL CONTRACTOR SHALL PROVIDE A LIST OF ALL SUBCONTRACTORS PRIOR TO SIGNING OF CONTRACT AND FURNISH A WAIVER OF LIENS FOR ALL WORK AND MATERIALS UPON COMPLETION OF EACH TRADES WORK. 13. THE WORK INCLUDES ALL CUTTING AND PATCHING AND RESTORATION OF AREAS DISTURBED DUE TO THE EXECUTION OF THIS CONTRACT. MATCH TYPE, COLOR, QUALITY, TEXTURE, PATTERN, COURSING, ETC. OF ALL ADJACENT SURFACES (NEW AND/OR EXISTING.) 14. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL THE REQUIRED PERMITS AND INSPECTIONS OF LOCAL AUTHORITIES AND OBTAIN FINAL APPROVALS AND C OF O OF WORK UPON COMPLETION. 15. THE BUILDING AND GROUNDS SHALL BE KEPT CLEAN AT ALL TIMES. REMOVE ALL DEBRIS FROM THE SITE TO A POINT OF LEGAL DISPOSAL AS APPROVED BY THE BUILDING INSPECTOR. ONLY MATERIALS AND EQUIPMENT NECESSARY FOR THIS PROJECT ARE TO BE STORED ON SITE. 16. THE CONTRACTOR SHALL STORE MATERIAL, DISPOSE OF DEBRIS, COORDINATE AND SCHEDULE THE WORK IN COOPERATION WITH THE OWNER FOR MINIMUM DISRUPTION. MAINTAIN CLEAR ACCESS TO THE BUILDING AND THE SITE AT ALL TIMES. PROVIDE AND MAINTAIN ALL SAFETY BARRICADES, SAFETY DEVICES, BARRIERS, ETC. TO PROTECT PEOPLE AND PROPERTY IN ACCORDANCE WITH ALL LOCAL AND STATE REGULATIONS. 17. EXTRA CHARGES WILL BE ALLOWED ONLY WHEN AUTHORIZED IN WRITING BY THE OWNER BEFORE THE CHARGE IS INCURRED. 18. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ALL MATERIALS DELIVERED TO THE SITE AND WILL ASSUME OWNERSHIP OF SAME UNTIL THEY HAVE BEEN PROPERLY INSTALLED. 19. ALL WORKMANSHIP AND MATERIALS SHALL BE GUARANTEED FOR A MINIMUM PERIOD OF ONE (1) YEAR AFTER ACCEPTANCE BY THE OWNER, UNLESS OTHERWISE NOTED. 20. FOR THE DURATION OF THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL DAMAGES CAUSED BY HIS MEN OR SUBCONTRACTORS. THE CONTRACTOR SHALL REPAIR AND/OR REPLACE ALL BROKEN PARTS, INCLUDING GLASS, AT NO ADDITIONAL COST TO THE OWNER AND BACK CHARGE THIS TO THE RESPONSIBLE PARTY OR PARTIES. 21. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY FACILITIES, SUCH AS HEAT ELECTRICITY AND WATER, REQUIRED FOR THE WORK OF THIS CONTRACT. TEMPORARY WORK OF ANY NATURE, INCLUDING STAIRS, LADDERS, RUNWAYS AND SCAFFOLDING, SHALL MEET THE SAFETY REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION. 22. WORKMANSHIP: IT IS ASSUMED THAT ALL WORK SHALL BE PERFORMED BY PERSONS WHO ARE SKILLED AND EXPERIENCED IN THEIR RESPECTIVE TRADES. ALL INSTALLATIONS SHALL OPERATE PROPERLY IN A FIRST CLASS MANNER. WORKMANSHIP SHALL CONFORM TO THE BEST TRADE PRACTICES. FINISH SURFACES SHALL BE PLUMB AND LEVEL, STRAIGHT AND FREE FROM IMPERFECTIONS AND SET FIRMLY TO ACCURATE MEASUREMENTS. FINISHED PRODUCTS SHALL BE TOTALLY FREE OF COVERING MATERIALS, LOOSE AND FOREIGN MATERIALS, ETC. 23. CONTRACTORS AND SUBCONTRACTORS SHALL COORDINATE THEIR WORK WITH ADJACENT WORK AND COOPERATE WITH OTHER TRADES, TO FACILITATE THE GENERAL PROGRESS OF THE WORK. EACH TRADE SHALL AFFORD ALL OTHER TRADES EVERY REASONABLE OPPORTUNITY FOR INSTALLATION OF THE WORK AND FOR THE TEMPORARY STORAGE OF THEIR TOOLS AND MATERIALS. 24. SCAFFOLDS AND PLATFORMS SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH APPLICABLE REGULATIONS OF THE AGENCIES HAVING JURISDICTION AT THE PLACE OF WORK. SCAFFOLDS SHALL NOT BE OVERLOADED. 25. GENERAL CLEANING: UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL CLEAN THE EXTERIOR OF THE STRUCTURE AND THE SITE, REMOVING ALL STAINS, DEBRIS, ETC. RESULTING FROM CONSTRUCTION. THE CONTRACTOR SHALL ALSO CLEAN ALL INTERIOR AREA OF THE STRUCTURE IN THE AREAS OF THE NEW WORK. ALL GLASS, INSIDE AND OUT, SHALL BE COMPLETELY CLEANED. 26. THE FOLLOWING AIA DOCUMENTS, IN THEIR LATEST EDITIONS, SHALL BE CONSIDERED A PART OF THESE SPECIFICATIONS AND ARE INCORPORATED HEREIN AS FULLY AS IF HERE SET FORTH; AIA DOCUMENT A107, STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR STIPULATED SUM CONTRACT); AIA DOCUMENT 201, GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION. COPIES OF THESE DOCUMENTS ARE AVAILABLE AT THE OFFICE OF THE ARCHITECT FOR EXAMINATION. 27. CONTRACTOR TO PROVIDE VERIFICATION OF ABILITY TO OBTAIN A PERFORMANCE BOND IN THE AMOUNT OF THE BID PROPOSAL. COST OF THE BOND TO BE SUBMITTED WITH THE BID. OWNER TO PAY COST OF BOND. TOTAL A100 ARCHITECTURAL 2 FLOOR PLAN, WALL TYPES, AND INTERIOR ELEVATIONS INDEX, CODE ANALYSIS, SITE PLAN G000 NON-SEPARATED USES ALLOWED PER IBC SECTION 508.3.2 DESCRIPTION: JURISDICTION: CODE: OCCUPANCY TYPE: CONSTRUCTION TYPE: FIRE SPRINKLERS: FLOOR AREA OCCUPANT LOAD: Business Areas EXIT WIDTH - REQUIRED PROVIDED EXITS REQUIRED/PROVIDED: EXIT ACCESS TRAVEL DISTANCE SADDLE AVENUE FLAMINGO ROAD

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Page 1: 9516 West Flamingo Road, Suite 130 · 2020-05-30 · 9516 west flamingo, suite 130 las vegas, nv 89147 tenant improvement accessible route 1 2 3 general notes code analysis exiting

G000

NOTES, CODEANALYSIS, SITEPLAN, EXITING &INDEX

D E S C R I P T I O NNO. DATE

13-008

I S S U E D

DRAWING NO.

TITLE

NOTES

ENGINEER

CODA PROJECT NO.

ARCHITECT

/Volumes/C

oda Drive/A

rchitecture/13-008 Metreon Ste. 130/Suite 130_R

EV 5_Florist.pln; 2/16/15; 1:51 PM

; Kevin Turchin

Owner Review 2.16.15

9516 West Flamingo Road, Suite 130

PROGRESSSET. NOT FOR

CONSTRUCTION

COPYRIGHT 2015 © BY CODA

6853-B W. Charleston Blvd.Las Vegas, Nevada 89117P 702.795.2285F 702.947.8060

9516

Wes

t Fl

amin

go R

oad,

Sui

te 1

30Te

nant

Impr

ovem

ent

9516

Wes

t Fl

amin

go, S

uite

130

Las V

egas

, NV

891

47

9

EXIT

AC

CES

S TR

AVEL

DIS

TAN

CE=

55'

-5"

TENANT IMPROVEMENT

9516 West Flamingo Road, Suite 1309516 West Flamingo, Suite 130

Las Vegas, NV 89147

TENANTIMPROVEMENT

ACCESSIBLE ROUTE

1 2 3

GENERAL NOTES CODE ANALYSIS

IECC CALCULATIONS/SYNOPSISEXITING PLAN

SITE PLAN

GENERAL

BUILDING WAS SUBMITTED UNDER SEPARATE PERMIT. NO CHANGES ARE BEING MADE TO THE ENVELOPE OR THEEXISTING BUILDING. FOR ELECTRICAL AND LIGHTING CALCULATIONS SEE ELECTRICAL PLANS. FOR MECHANICALCALCULATIONS SEE MECHANICAL PLANS.

PLUMBING COUNT:

REQUIRED 9 OCCUPANTS 1 WATER CLOSETS <15 OCCUPANTS = 1 LAVS <15 OCCUPANTS = 1

PROVIDED WATER CLOSETS 1 LAVS 1

SHELL TENANT IMPROVEMENT FOR FUTURE RETAIL USE

CLARK COUNTY

2012 INTERNATIONAL BUILDING CODE

B

V-B

YES

843 SF

843 GSF/ 100 = 9 OCC

9 x 0.2 = 1.8" 36"

1/1

250' ALLOWED, 55'-5" PROVIDED

DRAWING INDEX1. THE DRAWINGS AND THE SPECIFICATIONS ARE PREPARED TO SHOW THE ARCHITECT'S INTENT IN THE DESIGN AND CONSTRUCTION OF THE PROJECT. IN ALL

MATTERS RELATED TO THE USE OR INTERPRETATION OF THESE VARIOUS DRAWINGS OR SPECIFICATIONS, THE ARCHITECT'S WRITTEN STATEMENT SHALL BECONSIDERED FINAL.

2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE APPLICABLE CODES.

3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE SITE AND NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES, PRIOR TOBEGINNING THE WORK, FOR CLARIFICATION. CLAIMS FOR EXTRA WORK RESULTING FROM FAILURE TO DO SO WILL NOT BE ALLOWED.

4. SHOULD UNFORESEEN CONDITIONS OR OTHER CAUSES NECESSITATE CONSTRUCTION DETAILS NOT IN ACCORDANCE WITH THESE DRAWINGS, THECONTRACTOR SHALL NOTIFY THE ARCHITECT AND SUBMIT HIS DETAILS SHOWING THE PROPOSED METHODS TO ACCOMPLISH THE REQUIRED RESULTS, BEFOREPROCEEDING WITH ANY CHANGES.

5. THE CONTRACTOR SHALL PROVIDE CONNECTION LOCATIONS FOR UTILITIES SUCH AS SANITARY SEWERS, GAS LINES, ELECTRIC, WATER FOR THE BUILDING.

6. WRITTEN DIMENSIONS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. SHOULD A DISCREPANCY APPEAR IN THE DRAWINGS OR THESPECIFICATIONS, IT IS DEEMED THAT THE CONTRACTOR ESTIMATED THE MOST EXPENSIVE MATERIAL AND CONSTRUCTION INVOLVED.

7. CONTRACTOR TO MAINTAIN WORKMEN'S COMPENSATION, LIABILITY INSURANCE AND VEHICLE INSURANCE IN ADEQUATE AMOUNTS TO RENDER THE OWNER ANDHIS AGENTS HARMLESS IN CASE OF ACCIDENT TO PERSONS OR PROPERTY INVOLVED IN THIS PROJECT. PROVIDE CERTIFICATION OF SAME TO THE OWNER,WITH INSURANCE COVERAGES SHOWN WITH THE BID PROPOSAL. FAILURE TO PROVIDE VERIFICATION OF INSURANCE WILL NULLIFY BID.

8. PROTECT FROM DAMAGE TO ALL STRUCTURES, FINISHES, UTILITIES, EQUIPMENT, VEGETATION, ETC. SCHEDULED TO REMAIN. MAINTAIN THE STRUCTURALINTEGRITY OF THE BUILDING AND PROVIDE TEMPORARY SHORING AS REQUIRED. PROVIDE TEMPORARY PROTECTIVE DUST AND WEATHER TIGHT ENCLOSURESWHERE AND WHEN REQUIRED.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE,COLLAPSE, DISTORTIONS AND MISALIGNMENTS ACCORDING TO THE APPLICABLE CODES, STANDARDS AND GOODS PRACTICE.

10. THE CONTRACTOR SHALL COORDINATE WORKMEN'S PARKING AND DELIVERY LOCATIONS WITH THE OWNER.

11. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE SUPERVISION OF THE CONSTRUCTION.

12. GENERAL CONTRACTOR SHALL PROVIDE A LIST OF ALL SUBCONTRACTORS PRIOR TO SIGNING OF CONTRACT AND FURNISH A WAIVER OF LIENS FOR ALL WORKAND MATERIALS UPON COMPLETION OF EACH TRADES WORK.

13. THE WORK INCLUDES ALL CUTTING AND PATCHING AND RESTORATION OF AREAS DISTURBED DUE TO THE EXECUTION OF THIS CONTRACT. MATCH TYPE, COLOR,QUALITY, TEXTURE, PATTERN, COURSING, ETC. OF ALL ADJACENT SURFACES (NEW AND/OR EXISTING.)

14. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL THE REQUIRED PERMITS AND INSPECTIONS OF LOCAL AUTHORITIES AND OBTAIN FINAL APPROVALS AND COF O OF WORK UPON COMPLETION.

15. THE BUILDING AND GROUNDS SHALL BE KEPT CLEAN AT ALL TIMES. REMOVE ALL DEBRIS FROM THE SITE TO A POINT OF LEGAL DISPOSAL AS APPROVED BY THEBUILDING INSPECTOR. ONLY MATERIALS AND EQUIPMENT NECESSARY FOR THIS PROJECT ARE TO BE STORED ON SITE.

16. THE CONTRACTOR SHALL STORE MATERIAL, DISPOSE OF DEBRIS, COORDINATE AND SCHEDULE THE WORK IN COOPERATION WITH THE OWNER FOR MINIMUMDISRUPTION. MAINTAIN CLEAR ACCESS TO THE BUILDING AND THE SITE AT ALL TIMES. PROVIDE AND MAINTAIN ALL SAFETY BARRICADES, SAFETY DEVICES,BARRIERS, ETC. TO PROTECT PEOPLE AND PROPERTY IN ACCORDANCE WITH ALL LOCAL AND STATE REGULATIONS.

17. EXTRA CHARGES WILL BE ALLOWED ONLY WHEN AUTHORIZED IN WRITING BY THE OWNER BEFORE THE CHARGE IS INCURRED.

18. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ALL MATERIALS DELIVERED TO THE SITE AND WILL ASSUME OWNERSHIP OF SAME UNTIL THEY HAVE BEENPROPERLY INSTALLED.

19. ALL WORKMANSHIP AND MATERIALS SHALL BE GUARANTEED FOR A MINIMUM PERIOD OF ONE (1) YEAR AFTER ACCEPTANCE BY THE OWNER, UNLESS OTHERWISENOTED.

20. FOR THE DURATION OF THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL DAMAGES CAUSED BY HIS MEN ORSUBCONTRACTORS. THE CONTRACTOR SHALL REPAIR AND/OR REPLACE ALL BROKEN PARTS, INCLUDING GLASS, AT NO ADDITIONAL COST TO THE OWNER ANDBACK CHARGE THIS TO THE RESPONSIBLE PARTY OR PARTIES.

21. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY FACILITIES, SUCH AS HEAT ELECTRICITY AND WATER, REQUIRED FOR THE WORK OF THISCONTRACT. TEMPORARY WORK OF ANY NATURE, INCLUDING STAIRS, LADDERS, RUNWAYS AND SCAFFOLDING, SHALL MEET THE SAFETY REQUIREMENTS OF THEAUTHORITIES HAVING JURISDICTION.

22. WORKMANSHIP: IT IS ASSUMED THAT ALL WORK SHALL BE PERFORMED BY PERSONS WHO ARE SKILLED AND EXPERIENCED IN THEIR RESPECTIVE TRADES. ALLINSTALLATIONS SHALL OPERATE PROPERLY IN A FIRST CLASS MANNER. WORKMANSHIP SHALL CONFORM TO THE BEST TRADE PRACTICES. FINISH SURFACESSHALL BE PLUMB AND LEVEL, STRAIGHT AND FREE FROM IMPERFECTIONS AND SET FIRMLY TO ACCURATE MEASUREMENTS. FINISHED PRODUCTS SHALL BETOTALLY FREE OF COVERING MATERIALS, LOOSE AND FOREIGN MATERIALS, ETC.

23. CONTRACTORS AND SUBCONTRACTORS SHALL COORDINATE THEIR WORK WITH ADJACENT WORK AND COOPERATE WITH OTHER TRADES, TO FACILITATE THEGENERAL PROGRESS OF THE WORK. EACH TRADE SHALL AFFORD ALL OTHER TRADES EVERY REASONABLE OPPORTUNITY FOR INSTALLATION OF THE WORKAND FOR THE TEMPORARY STORAGE OF THEIR TOOLS AND MATERIALS.

24. SCAFFOLDS AND PLATFORMS SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH APPLICABLE REGULATIONS OF THE AGENCIES HAVINGJURISDICTION AT THE PLACE OF WORK. SCAFFOLDS SHALL NOT BE OVERLOADED.

25. GENERAL CLEANING: UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL CLEAN THE EXTERIOR OF THE STRUCTURE AND THE SITE, REMOVINGALL STAINS, DEBRIS, ETC. RESULTING FROM CONSTRUCTION. THE CONTRACTOR SHALL ALSO CLEAN ALL INTERIOR AREA OF THE STRUCTURE IN THE AREAS OFTHE NEW WORK. ALL GLASS, INSIDE AND OUT, SHALL BE COMPLETELY CLEANED.

26. THE FOLLOWING AIA DOCUMENTS, IN THEIR LATEST EDITIONS, SHALL BE CONSIDERED A PART OF THESE SPECIFICATIONS AND ARE INCORPORATED HEREIN ASFULLY AS IF HERE SET FORTH; AIA DOCUMENT A107, STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR STIPULATED SUM CONTRACT); AIADOCUMENT 201, GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION. COPIES OF THESE DOCUMENTS ARE AVAILABLE AT THE OFFICE OF THEARCHITECT FOR EXAMINATION.

27. CONTRACTOR TO PROVIDE VERIFICATION OF ABILITY TO OBTAIN A PERFORMANCE BOND IN THE AMOUNT OF THE BID PROPOSAL. COST OF THE BOND TO BESUBMITTED WITH THE BID. OWNER TO PAY COST OF BOND.

TOTAL

•A100ARCHITECTURAL

2

FLOOR PLAN, WALL TYPES, AND INTERIORELEVATIONS

INDEX, CODE ANALYSIS, SITE PLAN •G000

NON-SEPARATED USES ALLOWED PER IBC SECTION 508.3.2

DESCRIPTION:

JURISDICTION:

CODE:

OCCUPANCY TYPE:

CONSTRUCTION TYPE:

FIRE SPRINKLERS:

FLOOR AREA

OCCUPANT LOAD: Business Areas

EXIT WIDTH - REQUIRED PROVIDED

EXITS REQUIRED/PROVIDED:

EXIT ACCESS TRAVEL DISTANCE

SADDLE AVENUE

FLAMINGO ROAD

Page 2: 9516 West Flamingo Road, Suite 130 · 2020-05-30 · 9516 west flamingo, suite 130 las vegas, nv 89147 tenant improvement accessible route 1 2 3 general notes code analysis exiting

A100

FLOOR PLAN,WALL TYPES, ANDINTERIORELEVATIONS

D E S C R I P T I O NNO. DATE

13-008

I S S U E D

DRAWING NO.

TITLE

NOTES

ENGINEER

CODA PROJECT NO.

ARCHITECT

/Volumes/C

oda Drive/A

rchitecture/13-008 Metreon Ste. 130/Suite 130_R

EV 5_Florist.pln; 2/16/15; 1:51 PM

; Kevin Turchin

Owner Review 2.16.15

9516 West Flamingo Road, Suite 130

PROGRESSSET. NOT FOR

CONSTRUCTION

COPYRIGHT 2015 © BY CODA

6853-B W. Charleston Blvd.Las Vegas, Nevada 89117P 702.795.2285F 702.947.8060

9516

Wes

t Fl

amin

go R

oad,

Sui

te 1

30Te

nant

Impr

ovem

ent

9516

Wes

t Fl

amin

go, S

uite

130

Las V

egas

, NV

891

47

12" MAX.

18"

42" M

AX

.

6'-0

"8'

-2"

5'-9"

EQ. EQ. 36" CLR.

A2

A1

B2

B1 A100

EXISTING MTL. STUDWALL, PROVIDE GYPBOARD ANDINSULATION AS REQ'D

A

B

EXISTING CONCRETERIBBON SLAB, MATCHREBAR SIZE AND SPACINGIN NEW SLAB OF SAMETHICKNESS

B

EDGE OF NEW SLAB,EXTEND PAST NEWSTUD WALL 12"-18"

CENTER WALLS ONCOLUMN IN BOTHDIRECTIONS

ALIGN WITH EXISTINGWALL

APPROX. LINE OFDOMESTIC COLDWATER LINE

APPROX. LINE OFSEWER

APPROX.LOCATION OFELECTRICAL STUB

APPROX.LOCATION OFTELE/CABLE STUB

NEW S.S. SINK WITHSIDE COUNTER

ALIGN

B1

TV OUTLET, COORD.HEIGHT W/ OWNER

TV OUTLET, COORD.HEIGHT W/ OWNER

8' TALL OPENING

3'-0" x 3'-0" WINDOWAT 42" A.F.F.

TYP.

TYP.

C11 C10 C9

CC

CA

CB

CD

CD.1

5/8" MOISTUREPROOF GYP. BD.,PAINTED

TILE @ 48" A.F.F.

GYP. BD. CEILING, TYP.

15"

7"-9"

39"-41"

39"-

41"

18"12"

33"-

36"

H.C. WATER CLOSET

5/8" MOISTURE PROOFGYP. BD., PAINTED

TILE @ 48" A.F.F.

42" S.S. GRAB BAR,PROVIDE BLOCKING INWALL, TYP.

18" S.S. VERTICAL GRABBAR, PROVIDE BLOCKING INWALL, TYP.

TOILET PAPER DISPENSER

GYP. BD. CEILING, TYP.

MIN

.

CL

MIN

.

27"

9" M

IN.

2'-1

0"

8" MIN.

11" 6"

5/8" MOISTURE PROOFGYP. BD., PAINTED

TILE @ 48" A.F.F.

PLASTIC LAM.COUNTERTOP & SPLASH

INSULATE PIPE & DRAIN

LIGHT - SEE ELECTRICAL

GYP. BD. CEILING, TYP.

MIN

.

6"

38" M

AX

.

36" S.S. GRAB BAR,PROVIDE BLOCKING INWALL, TYP.

5/8" MOISTURE PROOFGYP. BD., PAINTED

TILE @ 48" A.F.F.

INSULATE PIPE &DRAIN

PLASTIC LAMINATECOUNTERTOP &BACKSPLASH

36" WIDE MIRROR

LIGHT - SEEELECTRICAL

H.C. WATERCLOSET

GYP. BD. CEILING,TYP.

EXISTING WALLS

WALL TYPE LEGEND

DEMO WALLS

NEW WALLS

12"

CONTINUOUS 20 GA. METAL TRACK W/ 2"MIN. FLANGE TO MATCH STUDS

45° 3-5/8" METAL STUD BRACNGALTERNATING @ 48" O.C.

SCREW TOP RUNNER TO 3-5/8" BRACES, W/(2) #8 SCREWS, TYP. @ ALL PARTITIONBRACES.

6" UNFACED INSULATION

FUTURE SUSPENDED CEILING

6" X 22 GA. METAL TRACK BETWEENTRUSSES. SCREW TO TRUSS & 3-5/8" METALBRACE W/ (2) #8 SCREWS, TYP. @ ALLPARTITION BRACES. DO NOT PENETRATEROOF SHEATHING W/ FASTENERS.

5/8" GYP. BD. TAPE/FLOAT/TEXTURE/PAINT. PROVIDE 5/8" GREEN BOARDON ALL WET WALLS.

CONCRETE SLAB

CONTINUOUS 22 GA. METAL TRACK W/ 2"MIN. FLANGE TO MATCH STUDS, W/ 0.157"øPAFS @24" O.C.

UNFACED BATT INSULATION WHEREOCCURS - SEE FLOOR PLAN

3-5/8" X 25 GA. MIN. METAL STUDS @ 24" O.C.MAX. SEE PLAN FOR 6" X 25 GA. STUDLOCATIONS

ALL NEW WALLS TYPE "A" U.N.O.

WALL TYPEA 1/2" = 1'-0"

UNFACED INSULATION

5/8" TYPE 'X' GYP. BD. ON TENANTIMPROVEMENT SIDE ONLY, TAPE/FLOAT/TEXTURE/PAINT. PROVIDE 5/8" GREENBOARD ON ALL WET WALLS. NON-DEMISING WALLS DO NOT REQUIRETYPE 'X' GYP. BD.

FUTURE SUSPENDED CEILING

BOTTOM OF JOISTS OR ROOF DECK

6" 25 GA. MIN. METAL STUDS @ 24" O.C. MAX.

CONCRETE SLAB

CONTINUOUS 22 GA. METAL TRACK W/2" MIN. FLANGE TO MATCH STUDS, W/0.157"ø PAFS @24" O.C.

NON-DEMISING WALLS TO RECEIVEGYP. BD. BOTH SIDES

WALL TYPEB 1/2" = 1'-0"

NOTE: DEMISING WALL SHALL FORM ADRAFTSTOP BETWEEN TENANT SPACES.

3 5/8" STUDSB1

1/4" = 1'-0"FLOOR PLAN

n o

r t h

BATHROOM 101A1 1/4" = 1'-0"BATHROOM 101A2 1/4" = 1'-0"

BATHROOM 101B2 1/4" = 1'-0"BATHROOM 101B1 1/4" = 1'-0"