building calculations fire resistance ratings - … · 2018-05-17 · cb chalkboard ag acrylic...

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AUTOMATICALLY ACTUATEDAA

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VENDOR FURNISHED VENDOR INSTALLEDVENDOR FURNISHED OWNER INSTALLEDVENDOR FURNISHED CONTRACTOR INSTALLEDVESTIBULEVERTICALVINYL COMPOSITE TILE

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NOMINALNUMBERNOT IN CONTRACT

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EXTERIOREXPANSIONEXISTINGELECTRIC WATER COOLEREQUAL

ELEVATION/ELEVATORELECTRIC(AL)EXPANSION JOINT

ELECTRIC CABINET UNIT HEATER

DRAWINGDETAILDOWNSPOUTDIAMETERDOOR AND FRAME SCHEDULEDRINKING FOUNTAINDEEP/DEPTH

CARPETCONTINUOUS, CONTINUECONCRETECOLUMN

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BUILDING AND WALL SECTION

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1 View Name1/8" = 1'-0"AI-401AD

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3'-0"

A-101

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EXISTING COLUMN CENTER LINE

PARTITION TYPE INDICATOR

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WINDOW TAGS DOOR DESIGNATION

REVISION TAG

STAIR TAG

ROOM NAME150 SF

ROOM DESIGNATION W/ AREA

WF

BF

FF

PLAN / DETAIL TAG

2

CEILING TAG

NORTH ARROW

FINISH TAG CASEWORK TAG

Detail Number

Sheet Number

Detail Number

Sheet Number

Detail Number

Sheet Number

Room Name

Room Number

Room Name

Room Number

Room SF

Room Number

HOLLOW

METAL

Revision Number

View Number

Sheet Number

View Name

SPOT ELEVATION

100'-0"

SPOT COORDINATE

N - 200'-0"E - 400'-0"100'-0"

A-101EXTERIOR ELEVATION

Detail Number

Sheet Number

1

INTERIOR ELEVATION

Detail Number

Sheet Number

A

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AWI # or PRODUCT #

WIDTH

DEPTH

N

CURTAI

N WALL

STOREFRON

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WALL FINISH

BASE FINISH

FLOOR FINISH

TOILET ACCESSORY TAG

Unique ID

Suffix

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PARTITION

Height Above FloorCeiling Type

ACCESSORY TAG

A3S

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1'-0"

Revision Description

100'-0"OR

A-101

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ALUMINUM

BATT INSULATION

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BRICK

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EARTH

METAL STUD

PLYWOOD

RIGID INSULATION

STEEL

WOOD FINISH

GYPSUM BOARD

WOOD ROUGH

EARTH FILL

CODE ANALYSIS

N

MATERIAL SYMBOLS VICINITY MAPPROJECT LOCATION

Project Address:

Project Site

ALTERNATES

TreanorHL1755 Blake Street, Suite 400 DENVER, COLORADO 80202 (p) 303.298.4700

ARCHITECT

University of ColoradoColorado Springs 1420 Austin Bluffs Pkwy, #211Colorado Springs, CO 80918(p) 719.255.3491

OWNER

ARCHITECTURAL ABBREVIATIONS TABLE OF CONTENTSARCHITECTURAL SYMBOLS

1420 Austin Bluffs Pkwy, First FloorColorado Springs, CO 80918

PUBLIC RESTROOM REMODEL

UCCS - UNIVERSITY CENTER

CONSTRUCTION03.26.18

SheetNumber Sheet Name

SheetIssue Date

General

G0.10 INDEX 03/26/2018

G0.11 GENERAL NOTES AND CONDITIONS 03/26/2018

Architecture

A0.30 TYPICAL MOUNTING HEIGHTS 03/26/2018

A1.00 DEMOLITION PLAN & DEMOLITION RCP 03/26/2018

A2.00 FLOOR PLANS, RCP & FINISH SCHEDULE 03/26/2018

A6.00 INTERIOR ELEVATIONS & DETAILS 03/26/2018

2018 TreanorHLc

Project Number:

Revision Date

DENVER OFFICE1755 BLAKE STREETSUITE 400DENVER, CO 80202303.298.4700

Issued For:

Date:

This drawing is an instrument of service and shall remain the property of TreanorHL. This drawing and the concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of TreanorHL.

Submission or distribution of this drawing to meet official or regulatory requirements or for other purposes in connection with the project is not to be construed as publication in derogation of any of the rights of TreanorHL.

1"

2"

3"

4"

5"

6"

7"

8"

9"

10"

11"

12"

13"

14"

15"

16"

17"

18"

19"

20"

21"

22"

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24"

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CONSTRUCTION

03/26/2018

1 Rogers Changes TBD

1. NOT USED2. PROVIDE NEW UNDERMOUNT VANITY SINKS, FAUCETS, AND IN COUNTER SOAP DISPENSERS. INSTALLATION SHALL COMPLY WITH ACCESSIBILITY REQUIREMENTS FOR KNEE SPACE. REFER TO DETAIL 12/A6.00.

BASIS OF DESIGN:i. SINKS/LAVATORIES; KOHLER K-2210-0 CAXTON OVAL 17” X 14” UNDER-MOUNT WITH OVERFLOW AND CLAMP ASSEMBLY, P-TRAP; K-8998-CP WITH ADA INSULATION WRAP AT WASTE AND WATER LINES.ii. FAUCET; CHICAGO FAUCETS, ELECTRONIC-SSPS 116.956.AB.1, ELECTRONIC SENSOR FAUCET.iii. SOAP DISPENSER; GOJO CXI TOUCH FREE COUNTER MOUNT DISPENSER. ONE AT EACH LAVATORY.

3. NOT USED4. PROVIDE NEW WALL MOUNT TOILETS AND URINALS IN SAME LOCATION AS EXISTING. PROVIDE BARIATRIC SUPPORT AT ADA STALLS.

BASIS OF DESIGN:i. WATER CLOSET; KOHLER K4330 ,1.6/1.1 GPF FLOW, WHITE.ii. SEAT; CHURCH 9500C/15” MOUNT FLOOR TO RIM (18” FOR ACCESSIBLE STALLS)/WHITE.iii. FLUSH VALVE; ZURN Z6000AVC-P6000-M-ADA-DF/CHROME.iv. URINAL; ZURN Z-5798, 1/8 GPF, MOUNT 24” AFF, PROVIDE MANUFACTURERS RECOMMEND HANGERS.

5. PROVIDE NEW CAMPUS STANDARD RESTROOM ACCESSORIES, INCLUDE REMOVAL AND PATCH AS NECESSARY OF EXISTING RECESSED ACCESSORIES.REQUIREMENTS PER UCCS CONSTRUCTION STANDARDS DIVISION 10 SPECIALTIES:i. (BCS1) BABY CHANGING STATION: PROVIDE NEW TO MATCH EXISTING MANUFACTURER AND MODEL.ii. (CPS1) CHILD PROTECTION SEAT: PROVIDE NEW TO MATCH EXISTING MANUFACTURER AND MODEL.iii. (GP1, 2, 3) GRAB BARS: AS REQUIRED BY CODE.iv. (MS1) METAL SHELF: MINIMUM LENGTH: 24” WITH 12” ADDED FOR EACH LAVATORY OVER ONE. 12” DEEP. MOUNTING HEIGHT: 60” AFF (VERIFY MOUNTING HEIGHT NEEDS TO BE ADA)v. (PTD3) RECESSED PAPER TOWLE DISPENSER AND WASTE RECEPTACLE: RECESS KITS REQUIRED TO ACCOMMODATE OFOI PAPER TOWEL DISPENSERS. CONTRACTOR TO COORDINATE SIZE OF RECESS KIT WITH PROJECT MANAGER.vi. (SND1) SANITARY NAPKIN DISPOSAL: PROVIDE IN WALL OR BETWEEN TOILET COMPARTMENTS IN WOMEN’S REST ROOMS (BOBRICK B-354 OR 3544 OR APPROVED SUBSTITUTE).vii. (TTD1) TOILET PAPER DISPENSER: KIMBERLEY CLARK PROFESSIONAL MOD JRT – TOILET PAPER DISPENSER, ONE PER EACH STALL, OFOI – UCCS TO PROVIDE DIMENSIONS. IN HANDICAP STALLS, VERIFY THAT TOILET PAPER HOLDER DOES NOT CONFLICT WITH GRAB BARS OR TOILET/WALKER USE.

Restroom Remodel in Existing Building

GOVERNING CODES

2015 INTERNATIONAL BUILDING CODE (IBC 2015)2015 INTERNATIONAL EXISTING BUILDING CODE2012 INTERNATIONAL FIRE CODE2015 NFPA, LIFE SAFETY CODE2015 INTERNATIONAL MECHANICAL CODE2015 INTERNATIONAL PLUMBING CODE2015 INTERNATIONAL ENERGY CONSERVATION CODE2017 NFPA 70, NATIONAL ELECTRIC CODE

OCCUPANCY

NON-SEPARATED MIXED USEMAIN OCCUPANCIES: GROUP A-3, B AND M. CONSTRUCTION BASED ON MOST RESTRICTIVE = A-3.

CONSTRUCTION CLASSIFICATION

EXISTING: TYPE II-A - NON- SPRINKLED

FIRE RESISTANCE RATINGS - BUILDING ELEMENTS

COLUMNS 3 HOURBEAMS 3 HOURFLOORS 3 HOURROOF 2 HOURSHAFTS 2 HOUREGRESS STAIRS 2 HOURFLOOR OPENING, 2 FLOORS 0 HOURCORRIDOR PARTITIONS 1 HOUREXTERIOR WALLS 0 HOUR

BUILDING CALCULATIONS

ACTUAL TOTAL AREA = FIRST FLOOR 41,719 SF (EXISTING) + SECOND FLOOR 5,784 SF (EXISTING) = 47,503 SF TOTAL

ALLOWABLE AREA (Aa) CALCULATIONS

Aa = [At + (NS x If)] x Sa

At = 36,000 SFNS = 9000 SFIf = NOT NEEDEDSa = 1

Aa = [36,000 + (9000 x 0)] x 1 = 45,000 SF (PER FLOOR)

ACCESSORY OCCUPANCIES

TOTAL AREA OF ACCESSORY OCCUPANCIES LIMITED TO 10% OF FLOOR AREA ON STORY IN WHICH THEY OCCUR.

TOTAL AREA OF ACCESSORY OCCUPANCIES: 1027 S.F. ON MAIN LEVEL = 6.5%

OCCUPANT LOAD AND EXITING

TOTAL OCCUPANT LOAD OF BUILDING: 1418 OCCUPANTSEXIT WIDTH REQUIRED: 283.6"EXIT WIDTH PROVIDED: 442.5"

DIVISION 1: GENERAL NOTES

GENERAL NOTES AND CONDITIONS

DIVISION 2: SITEWORK/DEMOLITION

DIVISION 6: WOOD & PLASTICS (MILLWORK)

DIVISION 7: THERMAL & MOISTURE PROTECTION

DIVISION 8: DOORS & WINDOWS

DIVISION 9: FINISHES & GENERAL CONST. NOTES

NOTE: NOT ALL STATEMENTS OR SECTIONS OF THIS SPECIFICATION MAY APPLY TO THIS PROJECT. VERIFY WITH ARCHITECT/DESIGNER FOR CLARIFICATIONS.

1. ANY REFERENCE TO "ARCHITECT OR DESIGNER" SHALL REFER TO TREANORHL. ANY REFERENCE TO "G.C." SHALL REFER TO GENERAL CONTRACTOR AND/OR SUBCONTRACTORS.

2. REFER TO COVER SHEET FOR PROJECT TEAM AND OVERALL PROJECT INFORMATION.

3. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

4. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE RESPONSIBLE FOR VERIFYING ALL CONTRACT DOCUMENTS WITH AS-BUILT FIELD CONDITIONS AND DIMENSIONS FOR ACCURACY AND CONFIRMING THAT THE WORK IS ABLE TO BE CONSTRUCTED AS SHOWN PRIOR TO THE SUBMITTAL OF CONSTRUCTION BIDS. IF THERE ARE ANY DISCREPANCIES OR QUESTIONS, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT/DESIGNER PRIOR TO THE SUBMITTAL OF CONSTRUCTION BIDS.

5. OBTAIN CLARIFICATION FROM LANDLORD REGARDING THE EXTENT OF BUILDING SYSTEMS TO BE INSTALLED UNDER OWNER'S BASE BUILDING IMPROVEMENTS AND IDENTIFY THE POINT AT WHICH THE COMPLETION OR INSTALLATION OF BUILDING SYSTEMS BECOMES A TENANT IMPROVEMENT EXPENSE. SPECIFICALLY ADDRESS GRID/TILE/LIGHTING, MECHANICAL DISTRIBUTION SYSTEM, SPRINKLERS, FIRE ALARM, EXTERIOR WINDOW COVERINGS, INTERIOR COLUMN AND SILL DRYWALL.

6. BY SUBMITTING A FINAL BID FOR CONSTRUCTION, THE GENERAL CONTRACTOR INDICATES THAT HE AND HIS SUBCONTRACTORS HAVE REVIEWED ALL GENERAL NOTES, SPECIFICATIONS AND DRAWINGS; VISITED THE SITE AND ARE FAMILIAR WITH THE INTENDED SCOPE OF WORK AND EXISTING CONDITIONS; BIDS SHALL INCLUDE COSTS TO REPAIR AND/OR RE-CONDITION OF EXISTING CONDITIONS OR DAMAGE INCURRED BY DEMOLITION.

7. GENERAL CONTRACTOR SHALL INSPECT ALL EXISTING CONDITIONS IN PROJECT AREAS TO IDENTIFY WORK REQUIRED TO BE REFURBISHED AND/OR REPAIRED FROM "AS-IS" CONDITIONS TO "LIKE NEW" CONDITIONS AS POSSIBLE.

8. GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL BE REQUIRED TO MEET WITH THE BUILDING OWNER OR PROPERTY MANAGER PRIOR TO COMMENCEMENT OF WORK IN ORDER TO OBTAIN ALL BUILDING RULES AND REGULATIONS FOR CONSTRUCTION.

9. ALL DELIVERY OF MATERIALS SHALL ENTER THE BUILDING AT POINT DESIGNATED BY THE BUILDING MANAGER AND FOLLOW PREDETERMINED ROUTE THROUGH BUILDING TO WORKSPACE. G.C. SHALL PROTECT THIS ROUTE WITH AS DIRECTED BY BUILDING OWNER/MANAGEMENT.

10. GENERAL CONTRACTOR SHALL VERIFY EXISTING CONSTRUCTION IN FIELD AND REPORT ANY DISCREPANCIES IMMEDIATELY TO ARCHITECT. GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH THE BUILDING AND IT'S EXISTING CONDITIONS. ABOVE AND BELOW FINISHED CEILING, AND SHALL IDENTIFY ITEMS THAT WILL CONFLICT WITH OR BE DETRIMENTAL TO THE WORK TO BE PERFORMED. THIS SITE VISIT SHALL BE MADE PRIOR TO BID SUBMITTAL.

11. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT/DESIGNER OF ALL BUILDING ITEMS RELATING TO BOTH WALLS AND CEILING (FIRE HORNS, SPEAKERS, SMOKE DETECTORS, SPRINKLERS, ETC.) NOT INDICATED IN THESE DOCUMENTS FOR EXACT LOCATION/RELOCATION BEFORE PROCEEDING WITH CONSTRUCTION.

12. QUESTIONS CONCERNING ACCURACY, CONSTRUCTABILITY AND CODE COMPLIANCE SHALL BE ADDRESSED WITH THE ARCHITECT/DESIGNER PRIOR TO THE START OF CONSTRUCTION. IF THE G.C. FAILS TO MAKE SUCH A REQUEST, OR PROCEEDS WITH ANY WORK IN QUESTION, THE COSTS FOR CORRECTION OF WORK IN A MANNER ACCEPTABLE TO THE CLIENT AND/OR ARCHITECT/DESIGNER SHALL BE BORNE EXCLUSIVELY BY THE G.C.

13. THESE CONTRACT DOCUMENTS ARE INTENDED TO DESCRIBE ONLY THE SCOPE AND APPEARANCE OF THE REAL PROPERTY IMPROVEMENTS, INCLUDING THE PERFORMANCE AND LEVEL OF QUALITY EXPECTED OF ITS COMPONENTS. INSURE THAT ALL WORK COMPLETED AND MATERIALS INSTALLED ARE IN FULL COMPLIANCE AND MEET MINIMUM STANDARDS OF ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. NOTIFY ARCHITECT/DESIGNER OF ANY CONFLICTS PRIOR TO PROCEEDING WITH THE WORK.

14. THE GENERAL CONTRACTOR SHALL VERIFY WITH BUILDING MANAGER AND/OR DESIGN TEAM IF WEEKLY CONSTRUCTION MEETINGS SHALL BE HELD. IF SO, G.C. SHALL RECORD AND DISTRIBUTE THE MINUTES OF THESE MEETINGS TO THE OWNER, ARCHITECT, TENANT REPRESENTATIVE AND SUBCONTRACTORS UNLESS OTHERWISE DETERMINED. THE MEETING NOTES SHALL BE ISSUED PRIOR TO THE NEXT SCHEDULED MEETING.

15. UPON SUBMITTAL OF CONSTRUCTION COSTS, THE GENERAL CONTRACTOR SHALL ALSO SUBMIT A SCHEDULE INDICATING THE REQUIRED CONSTRUCTION TIME FOR ALL

SUBCONTRACTORS AND GENERAL CONTRACTOR'S WORK.

16. GENERAL CONTRACTOR SHALL NOT DISASSEMBLE DRAWING SETS FOR DISTRIBUTION TO SUBCONTRACTORS. SUBCONTRACTORS SHALL HAVE A FULL SET OF DRAWINGS FOR BIDDING

AND CONSTRUCTION PURPOSES. GENERAL CONTRACTOR SHALL PROVIDE PRICING, SCHEDULING, MATERIALS, ETC., FOR WORK AS SHOWN ON PLANS AND IN SPECIFICATIONS AND ALL RELATED WORK TO PROVIDE A COMPLETED PROJECT AS SCHEDULED.

17. TENANT SPACES, INCLUDING CORRIDOR AND TENANT ENTRIES ON EACH SIDE OF THIS SUITE SHALL BE LEFT IN GOOD OPERATING ORDER INCLUDING FINISHES, LIGHT, POWER, ETC. VERIFY SCOPE OF WORK OUTSIDE OF THIS TENANT SUITE WITH BUILDING OWNER OR MANAGER. SUBCONTRACTORS AND VENDORS SHALL ASSUME RESPONSIBILITY FOR VERIFICATION OF ANY AND ALL FIELD CONDITIONS AFFECTING THEIR WORK. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE BUILDING MANAGER ANY CONSTRUCTION IN OTHER SUITES OR AREAS AND ANY INTERRUPTIONS OF PLUMBING, HVAC, POWER OR COMMUNICATION SERVICES.

18. THE G.C. SHALL VERIFY WITH PROJECT TEAM IF A CONTINGENCY IS TO BE PART OF HIS BID UNLESS OTHERWISE DIRECTED.

19. THE GENERAL CONTRACTOR SHALL CONFIRM AND PROVIDE FOR REQUIRED FLOOR PREP AND LEVELING AS A PART OF THE BID.

20. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REQUESTING AND COORDINATING ALL BUILDING DEPARTMENT INSPECTIONS AND APPROVALS IN ALL FIELDS OF HIS WORK AND THE OBTAINING OF THE FINAL "CERTIFICATE OF OCCUPANCY".

21. UNLESS NOTED OTHERWISE, THE GENERAL CONTRACTOR SHALL SUBMIT THE CONSTRUCTION DOCUMENTS AND PAY FOR ALL PERMITS AND CERTIFICATIONS AS ARE NECESSARY FOR THE COMPLETION OF THE PROJECT. THE GENERAL CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, BUILDING CODES, ORDINANCES, RULES AND REGULATIONS GOVERNING THE CONDUCT OF THE WORK.

22. THE GENERAL CONTRACTOR SHALL PURCHASE AND MAINTAIN THE CERTIFICATIONS OF INSURANCE WITH RESPECT TO WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE LIMITS AS REQUIRED BY LAW. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS IN CONNECTION WITH THIS WORK.

23. GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY PROTECTION OF TENANT'S FURNITURE AND EQUIPMENT AS REQUIRED DURING CONSTRUCTION. TENANT SHALL RESPONSIBLE FOR FURNITURE, EQUIPMENT VENDORS AND MOVERS; GENERAL CONTRACTOR. SHALL BE REQUIRED TO COORDINATE WITH THESE VENDORS IN ORDER TO MAINTAIN THE PROJECT SCHEDULE.

24. GENERAL CONTRACTOR MUST ALLOW FOR SCHEDULE MODIFICATIONS, AS ALL OTHER BUILDING TENANTS MUST REMAIN FULLY OPERATIONAL DURING CONSTRUCTION. SCHEDULE ALL SHUTDOWNS WITH BUILDING MANAGEMENT 48 HOURS IN ADVANCE.

25. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE SECURITY, CONDUCT AND DISCIPLINE OF ALL WORKERS, AND SECURITY OF THE WORK SITE AND STORED MATERIALS, ETC. WHILE ON SITE.

26. THE GENERAL CONTRACTOR SHALL HAVE ON SITE AT ALL TIMES THE APPROVED AND MOST CURRENT CONTRACT DOCUMENTS AND BUILDING PERMITS, INCLUDING APPROVED CHANGE ORDERS.

27. THE BUILDING AND FACILITIES MUST BE ACCESSIBLE TO AND FUNCTIONAL FOR THE PHYSICALLY HANDICAPPED (ADA COMPLIANT) AND CONFORM TO ALL APPLICABLE CODES, REGULATIONS AND LAWS.

28. ALL CHANGES IN THESE DOCUMENTS SHALL ONLY BE AUTHORIZED IN WRITING BY THE ARCHITECT/DESIGNER AND APPROVED BY THE BUILDING OWNER AND/OR TENANT. IF ANY DISCREPANCIES EXIST IN THE CONTRACT DOCUMENTS/SPECIFICATIONS, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CLARIFYING WITH THE ARCHITECT. THE GENERAL CONTRACTOR SHALL RESOLVE FIELD CONDITIONS NOT SHOWN IN CONTRACT DOCUMENTS WITH ARCHITECT.

29. IF ANY DISCREPANCIES EXIST BETWEEN THE SPECIFICATIONS AND THE DRAWINGS, THE SPECIFICATION SHALL GOVERN. HOWEVER, THE G.C. IS RESPONSIBLE FOR CLARIFYING WITH THE ARCHITECT/DESIGNER. THE ARCHITECT/DESIGNER, ONLY, SHALL INTERPRET THE DRAWINGS AND SPECIFICATIONS.

30. DO NOT TAKE ANY SCALED MEASUREMENTS FROM THESE DOCUMENTS IN ANY CIRCUMSTANCE. ANY DIMENSION NOT GIVEN SHOULD BE BROUGHT TO THE ARCHITECT'S ATTENTION PRIOR TO PROCEEDING.

31. THE GENERAL CONTRACTOR SHALL SUBMIT TO THE ENTIRE DESIGN TEAM WITHIN FIVE (5) DAYS OF COMMENCEMENT OF WORK, CONFIRMATION WITH DELIVERY DATES ON ORDERS OF MATERIALS AND EQUIPMENT WITH LONG LEAD DATES. IN THE EVENT THAT THIS IS NOT DONE, THE GENERAL CONTRACTOR SHALL ACCEPT THE RESPONSIBILITY FOR ANY ADDITIONAL EXPENSES REQUIRED TO OBTAIN ITEMS WITHIN THE AGREED PROJECT SCHEDULE.

32. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL FURNISH AND INSTALL ALL MANUFACTURED ITEMS, MATERIALS AND EQUIPMENT IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED SPECIFICATIONS, OR THE SPECIFICATION HEREIN, WHICHEVER IS MORE STRINGENT. CONFIRM DIRECTION WITH ARCHITECT PRIOR TO PROCEEDING.

33. GENERAL CONTRACTOR MUST RETAIN SUBCONTRACTORS THAT HAVE THE ABILITY TO PERFORM THE LEVEL OF WORK DESCRIBED IN THESE DOCUMENTS AND PURCHASE THE PRODUCTS SPECIFIED HEREIN.

34. SUBSTITUTIONS: ALL ITEMS SHALL BE INSTALLED AS SPECIFIED EXCEPT WHERE A SUBSTITUTE HAS BEEN APPROVED BY THE OWNER, ARCHITECT/DESIGNER AND TENANT IN WRITING. ALL SUBSTITUTIONS MUST BE SUBMITTED TO ARCHITECT/DESIGNER AND TENANT FOR REVIEW AND APPROVAL. PRODUCT SUBSTITUTIONS MUST BE SUBMITTED NO LESS THAN TWO (2) WEEKS PRIOR TO THE LEAD-TIME OF THE ORIGINALLY SPECIFIED PRODUCT. THE GENERAL CONTRACTOR IS TO RECEIVE WRITTEN ACCEPTANCE OF PRODUCT SUBSTITUTION BASED ON PRICE AND QUALITY. QUALITY SAMPLES, SPECIFICATIONS AND PRICING INFORMATION ARE TO BE SUBMITTED TO THE ARCHITECT/DESIGNER AT TIME OF SUBSTITUTION REQUEST AND WITHIN THE TIME FRAME AS IDENTIFIED IN THIS POLICY. PROVIDE THREE (3) SETS OF SUBMITTAL INFORMATION FOR REVIEW. ALL PRODUCT SUBSTITUTIONS MUST HAVE EQUAL GUARANTEE, BE OF EQUAL QUALITY AND NOT COMPROMISE THE DESIGN INTENT AS SET BY THE ARCHITECT/DESIGNER.

35. SUBMITTALS: SUBMIT THREE (3) SETS OF LITERATURE AND/OR THREE (3) PRINTS AND ONE (1) REPRODUCIBLE OF SHOP DRAWINGS TO ARCHITECT FOR REVIEW PRIOR TO FABRICATION OF MATERIALS AND EQUIPMENT FOR ANY AND ALL OF THE FOLLOWING:

a. DOORS, FRAMES, AND HARDWARE.b. FULL HEIGHT GLASSc. CARPET SEAM DIAGRAMSd. PLUMBING FIXTURESe. TOILET ACCESSORIESf. ALL CUSTOM MILLWORKg. APPLIANCES TO BE PROVIDED BY G.C.h. FINISH MATERIALS - PHYSICAL SAMPLES MUST BE PROVIDED FOR REVIEW.

36. SEE ALSO SEPARATE SECTIONS OF WORK AND PLANS FOR OTHER SUBMITTAL REQUIREMENTS.

37. THESE SHOP DRAWINGS MUST BE REVIEWED BY AND HAVE THE GENERAL CONTRACTOR'S SHOP DRAWING STAMP AND SIGNATURE PRIOR TO SUBMITTAL TO ARCHITECT/DESIGNER.

38. FOR ALL CUSTOM PRODUCTS: GENERAL CONTRACTOR MUST HAVE EACH VENDOR OR SUBCONTRACTOR PROVIDE PHOTOGRAPH TO ARCHITECT FOR APPROVAL UPON COMPLETION OF ITEM PRIOR TO SHIPPING OR DELIVERY. SUBMISSION OF PHOTOGRAPH MAY BE VIA MAIL, COURIER, E-MAIL OR FACSIMILE, PROVIDED THE ITEM IS CLEARLY SHOWN.

39. UPON ARCHITECT'S APPROVAL, ITEM MAY BE SHIPPED OR DELIVERED TO JOB SITE. IF ITEM IS SHIPPED OR DELIVERED WITHOUT APPROVAL, THE G.C., VENDOR OR SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ANY COSTS ASSOCIATED WITH SHIPPING, DELIVERY, INSTALLATION OR RETURN OF THE NON-APPROVED ITEM.

40. REVIEW OF SHOP DRAWINGS AND SUBMITTALS WILL BE RETURNED TO G.C. WITHIN FIVE (5) WORKING DAYS OF RECEIPT.

41. SHOP DRAWINGS OR SCHEDULES APPROVED BY OTHERS ARE NOT PART OF THE CONTRACT DOCUMENTS. ARCHITECT/DESIGNER ACCEPTS NO RESPONSIBILITY FOR WORK PREPARED/INSTALLED UNDER THESE CIRCUMSTANCES.

42. THE GENERAL CONTRACTOR SHALL PROVIDE SEPARATE TRASH REMOVAL SERVICES DURING DEMOLITION AND NEW CONSTRUCTION AND PROVIDE THOROUGH CLEANING OF ANY SOILED PUBLIC SPACES BEFORE LEAVING THE PREMISES EACH DAY. ALL MATERIALS SHALL BE DISPOSED OF IN A PROPER AND CODE COMPLIANT MANNER. COORDINATE EXACT LOCATION OF DUMPSTER WITH BUILDING MANAGEMENT.

43. THE GENERAL CONTRACTOR SHALL AGREE WITH THE SUBMISSION OF THIS BID THAT SHOULD THE ARCHITECT HAVE TO PERFORM ADDITIONAL PUNCHLISTS DUE TO NONCONFORMANCE; THE CONTRACTOR SHALL PAY FOR THE ADDITIONAL SERVICES OF THE ARCHITECT/DESIGNER AT THE ESTABLISHED HOURLY RATES UNTIL WHICH TIME THE PUNCHLIST IS APPROVED AND THE PROJECT IS COMPLETED.

1. THE PLANS ARE DIAGRAMMATIC ONLY AND MAY NOT SHOW ALL DEMOLITION, WHICH MAY BE REQUIRED. THE CONTRACTOR MUST VISIT THE SITE TO DOCUMENT ALL SITE CONDITIONS AND DETERMINE THE EXTENT OF DEMOLITION, WHICH WILL BE REQUIRED TO CONSTRUCT THE PROJECT AS IT IS DOCUMENTED.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEMOLITION NECESSARY TO ACCOMPLISH THE NEW CONSTRUCTION AS DOCUMENTED. CONTRACTOR SHALL LIMIT DEMOLITION WORK ONLY TO THAT NECESSARY TO ACCOMPLISH NEW CONSTRUCTION.

3. ALL DEMOLITION IS TO BE PERFORMED IN A SWIFT, SAFE MANNER SO AS TO KEEP DISTURBANCE TO BUILDING TENANTS TO A MINIMUM. IT IS UNDERSTOOD THAT ALL SALVAGEABLE ITEMS REMOVED IN DEMOLITION, INCLUDING BUT NOT LIMITED TO, DOORS, FRAMES, HARDWARE, GLAZING, CASEWORK, HVAC EQUIPMENT, LIGHTING, RECEPTACLES, ETC., SHALL REMAIN ON SITE AS OWNER'S PROPERTY. COORDINATE STORAGE REQUIREMENTS WITH BUILDING MANAGEMENT.

4. GENERAL CONTRACTOR TO CONSTRUCT OR PROVIDE PROTECTION BARRIERS AS NEEDED FOR SAFETY AND TO CONTAIN DUST DUE TO DEMOLITION. GENERAL CONTRACTOR SHALL TAKE CAREFUL MEASURES TO CONTAIN THE SPREAD OF DUST AND FUMES OUT OF THE WORK AREA THROUGH OPENINGS, DUCTWORK, ETC. ALL "HIGH HAZARD" WORK SHALL BE COMPLETED OUTSIDE NORMAL BUSINESS HOURS.

5. THE GENERAL CONTRACTOR SHALL MAINTAIN ALL EXIT WAYS & SHALL NOT BLOCK EXIT PATHS. IF AN EXIT PATH MUST BE BLOCKED, AN ALTERNATE MEANS OF EGRESS SHALL BE PROVIDED AS APPROVED BY THE LOCAL GOVERNING AUTHORITIES HAVING JURISDICTION OVER THE PROJECT. COORDINATE ALL RELOCATIONS OF MEANS OF EGRESS W/ OWNER PRIOR TO BLOCKING EXISTING EXITS.

6. TURN OFF OR DISCONNECT ALL AFFECTED UTILITIES PRIOR TO THE START OF DEMOLITION.

7. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ANY EXISTING FIXTURES, SWITCH PLATES, MARKER BOARDS ETC. THAT WILL PROHIBIT THE PROPER INSTALLATION OF NEW FINISHES ON EXISTING SURFACES SCHEDULED TO RECEIVE NEW FINISH, I.E. PAINT, WALL COVERING, ETC.

8. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION BETWEEN DEMOLITION WORK & PREPARATION WORK NECESSARY FOR NEW CONSTRUCTION & INSTALLATION OF NEW SURFACES. EXISTING SURFACES SCHEDULED TO RECEIVE NEW FINISHES SHALL BE PATCHED, CLEANED AND SURFACES PROPERLY PREPARED AS REQUIRED BY THE MANUFACTURER'S GUIDELINES FOR INSTALLATION PRIOR TO RECEIVING NEW SCHEDULED FINISH.

9. ITEMS "TO BE RELOCATED" SHALL BE STORED IN DESIGNATED CONSTRUCTION AREA ACCORDING TO BUILDING MANAGER'S INSTRUCTION.

10. DISCONNECT EXISTING FREE STANDING, WALL MOUNTED AND ALL OTHER EQUIPMENT IN AREAS OF DEMOLITION, REMOVE AND RELOCATE BACK IN NEW AREA. COORDINATE WITH OWNER TEMPORARY STORAGE OF SUCH ITEMS. PROTECT EXISTING EQUIPMENT, WHICH IS TO REMAIN.

11. COORDINATE ALL DEMOLITION WORK WITH MECHANICAL, ELECTRICAL, PLUMBING & STRUCTURAL DOCUMENTS. REFERENCE MECHANICAL, ELECTRICAL, PLUMBING & STRUCTURAL DOCUMENTS FOR ADDITIONAL DEMOLITION INFORMATION & WORK.

12. ALL PLUMBING AND LIGHT FIXTURES THAT CAN BE REUSED AND ARE NOT REQUIRED FOR THE PROJECT SHALL BE TURNED OVER TO THE OWNER.

13. REMOVE ALL DEMOLISHED MATERIALS FROM BUILDING AND SITE UNLESS NOTED OTHERWISE OR RETURNED TO OWNER. ALL OTHER DEMOLISHED MATERIAL SHALL BECOME PROPERTY OF GENERAL CONTRACTOR FOR REMOVAL.

14. GENERAL CONTRACTOR SHALL PROVIDE DEMOLITION AS INDICATED ON DRAWING INCLUDING REMOVAL AND DISPOSAL OF CARPET AND WALL BASE WITHIN LIMITS OF CONSTRUCTION UNLESS NEEDED FOR PATCHING.

15. SPRINKLER HEADS, SMOKE AND FIRE DETECTION EQUIPMENT MUST BE SHIELDED TO AVOID FALSE ALARMS. COORDINATE WITH FIRE PROTECTION CONTRACTOR.

16. GENERAL CONTRACTOR SHALL REMOVE ALL WIRING, CABLE AND CONDUIT NOT IN USE IN AREAS OF WORK FROM WITHIN WALLS AND IMPROPERLY SUPPORTED OR NONPLENUM RATED CABLING (IN USE OR NOT) FROM ABOVE CEILING. COORDINATE WITH BUILDING MANAGER.

17. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE DETECTION OR REMOVAL OF ANY HAZARDOUS MATERIAL, INCLUDING BUT NOT LIMITED TO ASBESTOS, IN ANY FORM. PARTIES RESPONSIBLE FOR DEMOLITION SHALL NOTIFY THEOWNER IMMEDIATELY OF ANY SUSPECTED MATERIALS. (REFER TO ARTICLE 10 OF THE AIA DOCUMENT A201 - CURRENT EDITION).

1. ALL WOOD BLOCKING NOTED SHALL BE FIRE RETARDANT TREATED. PROVIDE WOOD BLOCKING IN ALL PARTITIONS, WHICH RECEIVE SHELVING, CABINETS, COUNTERS, FURNITURE, ETC. WHERE LOCAL AUTHORITIES PROHIBIT WOOD BLOCKING, PROVIDE 16 GAUGE METAL SHEETS.

2. THE GENERAL CONTRACTOR SHALL PROVIDE FINISH SAMPLES OF ALL MILLWORK FINISHES/MATERIALS, PROFILE SAMPLES OF ALL WOOD BASES/TRIM PIECES AND SHOP DRAWINGS FOR ALL MILLWORK PRIOR TO ORDERING IN A TIMELY MANNER AS NOT TO DELAY PROJECT COMPLETION DATE.

3. ALL MILLWORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH AWI STANDARD'S MOST RECENT EDITION FOR "PREMIUM GRADE" MILLWORK AND CABINETRY QUALITY AND DETAILING.

4. ALL HARDWARE SHALL BE HEAVY-DUTY CONSTRUCTION AND AS INDICATED BY ARCHITECT. ALL HINGES ALL HARDWARE SHALL BE HEAVY-DUTY CONSTRUCTION AND AS INDICATED BY ARCHITECT. ALL HINGES SHALL BE CONCEALED, SELF-

CLOSING AND ALL DRAWER GLIDES SHALL BE FULL EXTENSION, UNLESS NOTED OTHERWISE. ALL MILLWORK DOORS SHALL BE SECURED WITH MAGNETIC CATCHES AND HAVE SCHEDULED LOCKS AND DOOR PULLS. REFER TO TYPICAL ELEVATION

FOR FINISH AND LOCATION. GENERAL CONTRACTOR SHALL SUBMIT CUT SHEETS FOR ALL MILLWORK HARDWARE INCLUDING LOCKS, DOOR PULLS, GUIDES, HINGES, ETC., TO ARCHITECT FOR APPROVAL PRIOR TO PROCEEDING.

5. ALL CASEWORK SHALL BE GOVERNED BY AWI SECTION 400-PREMIUM QUALITY; FLUSH OVERLAY CONSTRUCTION AND MEDIUM DENSITY "FIBERBOARD" SUBSTRATE (NOT PARTICLEBOARD) FOR PLASTIC LAMINATE AND WOOD VENEER.

6. AWI SECTION 200 SHALL GOVERN ALL WOOD WALL PANELING. PANELS SHALL BE VENEERED ON TWO (2) SIDES TO CONTROL CONTRACTION AND EXPANSION.

7. ALL RUNNING TRIM SHALL BE GOVERNED BY AWI SECTION 300-PREMIUM GRADE.

8. AWI SECTION 1500 SHALL GOVERN ALL CASEWORK CONCERNING WALL PANELING AND RUNNING TRIM. CUSTOM GRADE CATALYZED LACQUER AWI SYSTEM TR-2. TRANSPARENT FINISH, 40 SATIN 30-50 SHEEN, OPEN PORE: NO WASH COAT, INCLUDE STAIN, SEALER, SAND AND TWO (2) TOP COATS.

9. ALL STAINS AND FINISH ARE TO BE FACTORY APPLIED. NO FINISHING IN THE FIELD WILL BE ALLOWED OTHER THAN TOUCH UP NECESSARY FOR INSTALLATION.

10. FOR PLASTIC LAMINATE PRODUCTS, ALL EXPOSED SURFACES, ALL SEMI-EXPOSED SURFACES AND ALL BALANCING FACES OF LAMINATED PANELS SHALL BE PLASTIC LAMINATE. FOR WOOD PRODUCTS, ALL EXPOSED SURFACES AND ALL SEMI-EXPOSED SURFACES SHALL BE WOOD VENEER WITH VENEERED OR SOLID WOOD EDGES (INCLUDING BOTH SIDES OF DOORS AND DRAWER FRONTS). FOR ALL OTHER INTERIOR, SURFACES SHALL BE "MELAMINE" OR APPROVED EQUAL. CABINET LINER COLORS: WHITE FOR LAMINATE CABINETS, BLACK FOR WOOD CABINETS MINIMUM VENEER AND OVERLAY THICKNESS. TOP AND SHELF EDGE: 0.050" THICK MINIMUM; VERTICAL SURFACES: 0.028" THICK MINIMUM: HORIZONTAL SURFACES; 0.050" THICK MINIMUM: CABINET LINER; 0.020" THICK MINIMUM. REFER TO FINISH SPECIFICATIONS FOR COLORS.

11. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND CONFIRMING ALL APPLIANCE, VENDING AND EQUIPMENT DIMENSIONS PRIOR TO PRODUCTION OF MILLWORK.

12. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING, LOCATING AND INSTALLING ALL BLOCKING REQUIRED TO ADEQUATELY SUPPORT MILLWORK PIECES AND THE RELATED LOADING.

13. THE HEADS OF ALL FASTENERS IN WOOD FRAMES, TRIM, ETC., SHALL BE SUNK, FILLED SMOOTH AND BLENDED WITH FINAL FINISH FOR INVISIBLE APPEARANCE.

14. CASEWORK:a. AWI SECTION 400 SHALL GOVERN - PREMIUM QUALITYb. FLUSH OVERLAY CONSTRUCTIONc. MEDUIM DENSITY "FIBERBOARD" SUBSTRATE (NOT PARTICLBOARD) FOR PLASTIC LAMINATE AND WOOD VENEER.

1. SOUND INSULATION USED IN PARTITIONS SHALL BE SIX (6) P.C.F. THERMAFIBER, FRICTION FIT. INSULATION SHALL FIT SNUGLY IN PLACE AGAINST STUDS. SOUND INSULATION USED IN WALLS AND PARTITIONS ABOVE THE CEILING AS DETAILED SHALL HAVE A MAXIMUM FLAME SPREAD OF 25, AND SHALL BE 24" X 48", THREE INCH (3") UNFACED MINERAL FIBER DESIGNED TO ABSORB SOUND AND SPECIFICALLY MANUFACTURED FOR USE ABOVE SUSPENDED CEILINGS, WHERE SOUND INSULATION IS REQUIRED AT PARTITIONS, GENERAL CONTRACTOR TO ALSO PROVIDE SOUND BATTS AT CEILING AS WELL AS SOUND BOOTS ON RETURN AND SUPPLY DUCTWORK.

1. THE GENERAL CONTRACTOR SHALL SUBMIT PROFILE SAMPLES OF ALL WOOD/METAL DOOR/WINDOW FRAMES AND TRIMS, AND ANY MISCELLANEOUS WOOD/METAL/GLASS PIECES FOR APPROVAL PRIOR TO ORDERING, IN A TIMELY MANNER AS NOT TO DELAY THE PROJECT COMPLETION DATE.

2. THE GENERAL CONTRACTOR SHALL PROTECT ALL PREFINISHED DOORS DURING THE CONSTRUCTION PERIOD. DOORS THAT ARE DAMAGED AS A RESULT OF THE GENERAL CONTRACTOR OR HIS SUBCONTRACTOR'S WORK DURING THIS PERIOD SHALL BE REPAIRED AND REFINISHED BY THE GENERAL CONTRACTOR.

3. THE GENERAL CONTRACTOR SHALL SUBMIT COMPLETE DOOR/HARDWARE FINISH SUBMITTALS AND SCHEDULE TO THE ARCHITECT OR BUILDING MANAGER FOR REVIEW AND APPROVAL PRIOR TO PLACING ORDER.

4. DIMENSIONS GIVEN FOR DOORS AND FRAMES ARE NOMINAL DIMENSION ONLY. FRAME TOLERANCES, CEILING CLEARANCES AND UNDERCUTS ARE TO BE TAKEN INTO CONSIDERATION AND DEDUCTED FROM THE NOMINAL DIMENSIONS PRIOR TO ORDERING ACTUAL DOORS. CONSULT ARCHITECT PRIOR TO PLACEMENT OF ORDER FOR CLARIFICATION SHOULD ANY DISCREPANCIES OR QUESTIONS EXIST.

5. THE GENERAL CONTRACTOR SHALL CONFIRM THAT ALL HINGES, ETC., CONFORM TO THE WEIGHT LOADS OF SCHEDULED DOORS PRIOR TO ORDERING DOORS AND FRAMES.

6. THE GENERAL CONTRACTOR SHALL PROVIDE HARDWARE FOR FIRE-RATED OPENINGS IN COMPLIANCE WITH NFPA STANDARD NO. 80. THIS REQUIREMENT TAKES PRECEDENCE OVER OTHER REQUIREMENTS FOR SUCH HARDWARE.

7. ALL DOORS IN THE MEANS OF EGRESS SHALL PROVIDE HARDWARE NOT REQUIRING A KEY OR SPECIAL KNOWLEDGE FOR EXIT OPERATION FROM THE EGRESS SIDE OF THE DOOR. ALL DOOR HARDWARE SHALL MEET OR EXCEED ALL APPLICABLE CODE REQUIREMENTS. ALL DOORS EQUIPPED WITH SPECIAL LOCKING HARDWARE SHALL COMPLY WITH CRITERIA ESTABLISHED IN CURRENT APPLICABLE CODES. REFER TO CODE DATA BLOCK.

8. THE GENERAL CONTRACTOR SHALL PROVIDE ALL MISCELLANEOUS PIECES, SILENCERS, SEALS, DOORSTOPS, ETC., AS REQUIRED FOR A COMPLETE INSTALLATION OF ALL INTERIOR DOORS.

9. ALL KEYING SHALL BE BY THE GENERAL CONTRACTOR. GENERAL CONTRACTOR SHALL MEET WITH OWNER AND CLIENT REPRESENTATIVE TO COORDINATE AND DETERMINE KEYING REQUIREMENTS. ALL LOCKS SHALL BE KEYED TO THE BUILDING MASTER SYSTEM. FURNISH TWO (2) MASTER AND ONE (1) GRAND MASTER AND KEYING SCHEDULE TO OWNER.

10. ALL DOOR LEVERS SHALL BE MOUNTED 42" A.F.F., UNLESS NOTED OTHERWISE.

11. WHERE APPLICABLE, WALL MOUNTED DOOR STOPS SHALL BE MOUNTED AT A 90-DEGREE ANGLE TO THE DOOR OPENING, UNLESS NOTED OTHERWISE.

12. GLASS AND GLAZING SHALL CONFORM TO THE APPLICABLE REQUIREMENTS OF THE FLAT GLASS MARKETING ASSOCIATION "GLAZING MANUAL" AND AHSI Z97.1-1975.

13. ALL GLASS SHALL BE ORDERED WITHOUT MANUFACTURERS STAMP AND FREE OF BLEMISHES AND TONG MARKS.

14. PROVIDE TEMPERED OR FIRE-RATED GLASS AS SHOWN ON PLAN AND REQUIRED BY CODE. ALL LABELS MUST BE VISIBLE AFTER INSTALLATION FOR VERIFICATION BY AUTHORITIES.

15. FIELD VERIFY GLAZING OPENINGS PRIOR TO ORDERING GLASS, WHERE PANELS ARE GROUPED TOGETHER IN OPENINGS, PROVIDE EQUAL PANELS (U.N.O.)

16. FOR GLASS INDICATED ON PLANS TO BE RELOCATED OR RECONFIGURED, THE GENERAL CONTRACTOR SHALL VERIFY THAT SUCH GLASS IS APPROPRIATE TYPE TO MEET LOCAL CODE REQUIREMENTS WHEN IN THE NEW LOCATION (I.E., TEMPERED OR RATED). GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO BID SUBMITTAL AND REQUEST A CLARIFICATION.

17. WHERE TEMPERED GLASS IS SPECIFIED, GENERAL CONTRACTOR TO VERIFY IF PANELS WILL FIT INTO ELEVATOR PRIOR TO ORDERING GLASS. ORDER ALL GLASS WITHOUT MANUFACTURER'S STAMP AND FREE OF BLEMISHES AND TONG MARKS. GLASS SHALL BE LABELED AS

TEMPERED WHERE REQUIRED BY CODE.

1. THE GENERAL CONTRACTOR SHALL LAY OUT THE TOTAL WORK AREA PRIOR TO PROCEEDING WITH CONSTRUCTION TO ALLOW THE ARCHITECT/DESIGNER THE OPPORTUNITY TO REVIEW ANY CONFLICTS IN THE FIELD.

2. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL COORDINATE THE LAYOUT AND EXACT LOCATION OF ALL PARTITIONS, DOORS, WINDOWS, ELECTRICAL/DATA, CEILING/LIGHTING AND RECEPTACLES WITH THE ARCHITECT/DESIGNER OR AUTHORIZED REPRESENTATIVE IN THE FIELD PRIOR TO PROCEEDING WITH CONSTRUCTION.

3. NO DRILLING, CORING, ETC., IS ALLOWED IN FLOOR SLABS OF THIS BUILDING WITHOUT PRIOR CONSENT OF THE BUILDING MANAGER AND REVIEW BY THE OWNER'S STRUCTURAL ENGINEER. X-RAY (OR USE OF OTHER SIMILAR MEANS) FLOOR SLAB AS REQUIRED TO CONFIRM LOCATION OF OBJECTS EMBEDDED IN OR ATTACHED TO SLAB PRIOR TO PENETRATION. NO DRILLING OR POWER WORK SHALL TAKE PLACE DURING NORMAL BUSINESS HOURS AS DIRECTED BY BUILDING OWNER UNLESS APPROVED AND SCHEDULED 24 HOURS IN ADVANCE.

4. ALL DIMENSIONS ARE TO FINISH FACE OF PARTITION UNLESS NOTED OTHERWISE.

5. WHERE PARTITIONS TERMINATE AT WINDOW MULLIONS, CENTER THE PARTITION ON THE MULLION UNLESS OTHERWISE NOTED. DO NOT FASTEN INTO MULLIONS. WHERE PARTITIONS TERMINATE AT BUILDING PERIMETER COLUMNS; PROVIDE CLOSURE TO GLASS. REFER TO DETAILS ON PLANS.

6. USE DRYWALL ACCESSORIES AS SPECIFIED ON THE DRAWINGS OR IN THE SPECIFICATIONS. SUBSTITUTIONS MUST HAVE APPROVAL OF THE ARCHITECT/DESIGNER PRIOR TO INSTALLATION.

7. DIMENSIONS NOTED "HOLD" ARE CRITICAL AND SHALL SET PRECEDENT FOR LAYOUT OF PARTITIONS.

8. "ALIGN" MEANS SIMILAR COMPONENTS OR CONSTRUCTION, (E.G., WALLS, JAMBS, ETC.) SHALL BE IN LINE ACROSS VOIDS.

9. "TYPICAL" MEANS IDENTICAL FOR ALL APPARENT SAME CONDITIONS. "SIMILAR" MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITION NOTED. "OPPOSITE" MEANS SIMILAR COMPONENTS OR CONSTRUCTION ON OTHER SIDE.

10. "PROVIDE" MEANS FURNISH AND INSTALL.

11. ANY DIMENSION NOTED "VERIFY" OR "AS REQUIRED" MUST BE CONFIRMED WITH THE ARCHITECT/DESIGNER PRIOR TO PROCEEDING WITH CONSTRUCTION.

12. ALL HEIGHTS ARE DIMENSIONED FROM ABOVE FINISH FLOOR UNLESS NOTED OTHERWISE.

13. DOOR FRAMES OCCURRING ADJACENT TO INTERSECTING PARTITIONS SHALL BE INSTALLED 4" FROM THE BACK EDGE OF JAMB TO THE FACE OF THE ADJACENT PARTITION UNLESS NOTED OTHERWISE.

14. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EQUIPMENT SIZES. REQUIREMENTS AND INSTALLATION METHODS WHERE NOTED, "TENANT/OWNER PROVIDED . . . . . . GENERAL CONTRACTOR TO INSTALL".

15. NEW GYPSUM BOARD CONSTRUCTION MEETING EXISTING CONSTRUCTION IN THE SAME PLANE SHALL BE FLUSH WITH NO VISIBLE JOINTS.

16. ALL GYPSUM BOARD CONSTRUCTION SHALL BE PLUMB AND IN TRUE STRAIGHT LINES AND SHALL CONFORM TO ASTM C480 AS WELL AS MANUFACTURER'S WRITTEN STANDARDS OF CONSTRUCTION.

17. ALL EXTERIOR CORNERS SHALL HAVE METAL CORNER BEADS. ALL PARTITIONS SHALL HAVE FILL BEAD AT TOP OF WALL AS DETAILED.

18. GYPSUM WALLBOARD ON PARTITIONS REQUIRING A RATING OF ONE-HOUR OR MORE SHALL BE TAPED AND THE SCREWS SPOTTED WHETHER OR NOT WALL TREATMENT IS SCHEDULED. MAINTAIN RATINGS OF EXISTING ADJACENT CONDITIONS.

19. DRYWALL SHALL BE SCREWED TO METAL STUDS AND FINISHED WITH THREE (3) COATS OF TAPE/COMPOUND, SANDING BETWEEN COATS AND AFTER FINAL COAT.

20. ALL DRYWALL CEILINGS SHALL BE LEVEL AND WITH NO VISIBLE JOINTS OR IMPERFECTIONS. CONTROL JOINTS WILL ONLY BE LOCATED AS SPECIFICALLY NOTED IN CONSTRUCTION DOCUMENTS.

21. ACCESS PANELS SHALL NOT BE ALLOWED IN DRYWALL CEILINGS EXCEPT WHERE NOTED ON PLANS. GENERAL CONTRACTOR TO COORDINATE WITH SUBCONTRACTORS AS REQUIRED. IF MECHANICAL/ELECTRIC/PLUMBING IS NOT COORDINATED, THE GENERAL CONTRACTOR AND HIS SUBCONTRACTORS WILL RELOCATE ITEMS AT NO ADDITIONAL COST TO OWNER AND/OR CLIENT AND WITH NO ADJUSTMENTS TO THE SCHEDULE. IF EXISTING CONDITIONS REQUIRE AN ACCESS PANEL IN A DRYWALL CEILING AND IT IS NOT NOTED IN THE CONTRACT DOCUMENTS, THE GENERAL CONTRACTOR SHALL PLACE THE ENTIRE CEILING PLANE ON HOLD AND IMMEDIATELY CONTACT THE ARCHITECT/DESIGNER TO CONFIRM CONDITION.

22. ALL CEILING PENETRATIONS SHOULD BE CHECKED AND CONFIRMED BUILDABLE BEFORE ANY RELATED ELEMENTS ARE CONSTRUCTED. IF THERE ARE ANY DISCREPANCIES OR OTHER COORDINATION QUESTIONS, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ARCHITECT/DESIGNER BEFORE PROCEEDING WITH THE WORK IN QUESTION OR ANY RELATED/ADJACENT WORK. IF WORK PROCEEDS WITHOUT THE ARCHITECT/DESIGNER'S APPROVAL/CONFIRMATION, REWORK/RELOCATION WILL BE AT THE GENERAL CONTRACTOR'S EXPENSE.

23. IF ANY EXPOSED ITEM IN THE CEILING REQUIRES RELOCATION DUE TO CONFLICT, THE GENERAL CONTRACTOR MUST CLARIFY WITH THE ARCHITECT/DESIGNER AND/OR ENGINEER BEFORE PROCEEDING WITH THE ITEM IN QUESTION. THE GENERAL CONTRACTOR SHALL PUT ON HOLD THE CEILING OF THE ENTIRE AREA/ROOM AT ANY LOCATION WHERE A CONFLICT OCCURS PENDING APPROVAL/CONFIRMATION FROM THE ARCHITECT/DESIGNER INCLUDING ALL PENETRATIONS (GRILLS, DIFFUSERS, SPEAKERS, ETC.). IN THE CASE OF A CONFLICT THAT OCCURS IN AN OPEN OFFICE AREA, THE ENTIRE CEILING SHALL BE PLACED ON HOLD. ANY ITEMS INSTALLED PRIOR TO DISCOVERING THE CONFLICT WITHIN A ROOM OR OPEN OFFICE AREA WILL BE SUBJECT TO RELOCATION AT THE GENERAL CONTRACTOR'S EXPENSE.

24. PROVIDE PAINTED DRYWALL EXPANSION JOINTS EVERY 30'-0" O.C. (U.N.O.). INSTALL JOINT PER MANUFACTURER'S RECOMMENDATIONS.

25. THE GENERAL CONTRACTOR SHALL SUBMIT FOR THE ARCHITECT'S APPROVAL, SAMPLES OF ALL REVEALS, TRIM PIECES, ETC., AND 12" X 12" FINISH SAMPLES OF ALL SPECIFIED MATERIALS IN APPROPRIATE APPLICATIONS PRIOR TO ORDERING. PROVIDE SAMPLES IN A TIMELY MANNER AS NOT TO DELAY THE PROJECT COMPLETION DATE.

26. THE GENERAL CONTRACTOR SHALL PROVIDE PROTECTIVE COVERINGS FOR CARPETS, FURNISHINGS AND EXISTING FINISHES IN AREAS OF CONSTRUCTION AND SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE CAUSED BY THE WORK OF THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS.

27. ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE SPECIFIED FINISH INCLUDING WALLCOVERING. EACH FINISH SUBCONTRACTOR SHALL INSPECT SURFACES TO RECEIVE FINISHES AND REPORT UNFAVORABLE CONDITIONS AND SUBSTRATES TO THE GENERAL CONTRACTOR BEFORE PROCEEDING WITH THE WORK. GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT/DESIGNER IMMEDIATELY.

28. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE SELECTION AND APPLICATION OF THE APPROPRIATE PAINT/STAIN/SEAL FOR SPECIALTY APPLICATIONS, I.E., METAL, CONCRETE, STRUCTURE, ETC. AND THE CONFIRMATION OF THESE TYPES WITH THE ARCHITECT/DESIGNER PRIOR TO ORDERING/APPLICATION.

29. NO FINISH/MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS REVIEWED BY ARCHITECT/DESIGNER AND APPROVED IN WRITING. REFER TO DIVISION 1 NOTE #33 FOR SUBSTITUTION PROCEDURE.

30. ALL WALL/CEILING REVEALS AND TRIM SHALL BE PAINTED TO MATCH ADJACENT SURFACES, UNLESS NOTED OTHERWISE.

31. ALL WALLS SHALL BE SMOOTH ROLLED EGGSHELL LATEX ENAMEL UNLESS NOTED OTHERWISE. ALL PAINT SHALL BE MANUFACTURER'S PREMIUM GRADE WASHABLE LATEX FINISH. CEILINGS SHALL BE SMOOTH ROLLED WITH FLAT LATEX ENAMEL UNLESS OTHERWISE NOTED ON PLANS. REFER TO FINISH PLAN; FINISH SPECIFICATIONS AND/OR REFLECTED CEILING PLAN FOR PAINT TYPE AND COLOR.

32. ALL DOORS AND FRAMES SHALL BE FINISHED PER THE FINISH SYSTEMS AND SPECIFICATIONS. ALL PAINTED METAL DOORFRAMES TO RECEIVE THREE (3) FINISH COATS SEMI-GLOSS ALKYD ENAMEL, JOB SPRAYED. DOORFRAMES SHALL NOT BE SPLIT, AND SHALL MATCH DESIGN INTENT OF THE EXTERIOR SIDE UNLESS SPECIFICALLY NOTED. CONTACT ARCHITECT/DESIGNER IF A DISCREPANCY OCCURS BEFORE PROCEEDING.

33. PERFORM PREPARATION AND CLEANING PROCEDURES IN STRICT ACCORDANCE WITH PAINT MANUFACTURER'S DIRECTIONS. USE APPLICATORS AND TECHNIQUES BEST SUITED FOR THE SUBSTRATE AND TYPE OF MATERIAL BEING APPLIED AS SPECIFIED BY THE MANUFACTURER.

34. PROVIDE PRIMERS AND OTHER UNDERCOAT PAINT PRODUCED BY THE SAME MANUFACTURER AS FINISH COATS. USE ONLY THINNERS APPROVED BY THE PAINT MANUFACTURER AND USE ONLY WITHIN RECOMMENDED TEMPERATURE AND HUMIDITY LIMITS.

35. PREVIOUSLY UNFINISHED SURFACES SHALL RECEIVE ONE (1) COAT TINTED PRIMER AND TWO (2) COATS FINISH PAINT. ALL OTHER SURFACES SHALL RECEIVE TWO (2) COATS FINISH PAINT.

INTERIOR PAINT SYSTEMS:▪ DRYWALL PARTITIONS: LATEX - EGGSHELL SEMI-GLOSS

▪ 1ST COAT - PRIMER/SEALER TINTED TO FINAL COLOR▪ 2ND COAT - EGGSHELL LATEX ENAMEL▪ 3RD COAT - EGGSHELL LATEX ENAMEL (PREMIUM JOB)▪ QUALITY: - HIGH (U.N.O.)

DRYWALL CEILINGS: LATEX - FLAT (NO GLOSS)▪ 1ST COAT - PRIMER/SEALER TINTED TO FINAL COLOR▪ 2ND COAT - FLAT LATEX CEILING PAINT▪ QUALITY: - HIGH (U.N.O.)

EXPOSED FERROUS AND GALVANIZED METAL: ALKYD - SEMI-GLOSS▪ 1ST COAT - SHOP PRIMED; FOR TOUCH-UP USE ALKYD PRIMER TINTED TO MATCH FINAL COATS▪ 2ND AND 3RD COATS - ALKYD SEMI-GLOSS ENAMEL▪ QUALITY: - TOP OF THE LINE

OPEN OR CLOSED GRAIN CATALYZED LACQUER AWI SYSTEM TR-2 CUSTOM GRADE WOOD, TRANSPARENT SATIN FINISH:▪ PARTIALLY FILLED PORE▪ STAIN 1ST COAT - WATER REDUCED SEALER SAND - 220 GRIT▪ 2ND AND 3RD COATS - WATER REDUCIBLE ACRYLIC LACQUER▪ BRUSH STROKES ARE NOT ACCEPTABLE.

EXTERIOR PAINT SYSTEMS:▪ GALVANIZED METALS: ALKYD GLOSS FINISH▪ 1ST COAT - GALVANIZED AND ALUMINUM PRIMER▪ 2ND COAT - RED OXIDE PRIMER▪ 3RD AND 4TH COATS - ALKYD INDUSTRIAL ENAMEL

FERROUS METALS: LOW GLOSS FINISH▪ 1ST COAT - RED OXIDE PRIMER▪ 2ND AND 3RD COATS - SERIES SPREAD LUSTER ENAMEL

36. ALL SCHEDULED WALLCOVERING SHALL BE GLUED. FABRIC WALLCOVERINGS SHALL HAVE GLUE APPLIED TO WALL AND NOT TO FABRIC. SEE MANUFACTURER'S WRITTEN INSTRUCTIONS. PROPERLY "SIZE" AND COAT WALL PRIOR TO INSTALLATION OF WALLCOVERING.

37. CONTRACTOR SHALL OBTAIN MANUFACTURER'S SPECIFICATIONS AND ADHERE STRICTLY TO THE WRITTEN INSTALLATION PROCEDURES.

38. IN THE EVENT OF IMPERFECTIONS IN THE MATERIAL, PATTERN OR COLOR MATCH, THE SUBCONTRACTOR SHALL IMMEDIATELY CONTACT THE GENERAL CONTRACTOR AND ARCHITECT/DESIGNER. DO NOT RESUME INSTALLATION WITHOUT SPECIFIC DIRECTION FROM THE ARCHITECT/DESIGNER AND GENERAL CONTRACTOR.

39. REFER TO FINISH PLANS FOR ADDITIONAL SPECIFICATIONS.

40. ALL WALLCOVERINGS MUST MEET LOCAL, COUNTY, STATE AND FEDERAL FLAMMABILITY REGULATIONS. SUBMIT (3) SAMPLES FOR APPROVAL PRIOR TO ORDER AND/OR INSTALLATION.

41. ALL SEAMS SHALL BE OF HIGH QUALITY STANDARDS. PATTERN-MATCHED AND INCONSPICUOUS.

42. CLEAN ALL WALLCOVERING JOINTS AND EDGES AFTER COMPLETION OF INSTALLATION. NO SEAM SHALL OCCUR WITHIN 6" OF AN OUTSIDE EDGE.

43. FIELD TOUCH-UP SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND SHALL INCLUDE THE FILLING AND TOUCH-UP OF EXPOSED JOB MADE NAIL OR SCREW HOLES, REFINISHING OF RAW SURFACES RESULTING FROM JOB FITTING, REPAIR OF JOB INFLICTED SCRATCHES AND MARS, AND FINAL CLEANING UP OF THE FINISHED SURFACES.

44. CONTRACTOR SHALL MEET WITH ARCHITECT/DESIGNER TO REVIEW AND APPROVE ALL STONE SLAB MATERIALS PRIOR TO ORDER PLACEMENT. CONTRACTOR TO COORDINATE WITH ARCHITECT/DESIGNER AS NOT TO INTERFERE WITH PROJECT SCHEDULE.

45. NO TRIM PIECES OR REDUCER STRIPS ARE TO BE USED BETWEEN FLOORING AND/OR WALL FINISH CHANGES UNLESS NOTED OTHERWISE.

46. FLAT CHANGES OCCURRING BETWEEN THE EXISTING FLOOR OR ANY TILE FLOORING AND CARPET SHALL HAVE NO VISIBLE REDUCER STRIP. CARPET SHALL ALWAYS BE ½ NAP (1/4" MAX). ABOVE TILE OR CONCRETE SHALL BE ROLLED AT EDGE TO PREVENT THE POSSIBILITY OF FRAYING SURFACES.

47. THE GENERAL CONTRACTOR SHALL SWEEP AND CLEAN THE FLOOR SLAB PRIOR TO THE INSTALLATION OF ALL FLOOR COVERING.

48. THE GENERAL CONTRACTOR SHALL REMOVE ALL EXCESS FLOOR ADHESIVES FROM ADJACENT SURFACES AFTER FLOOR COVERING INSTALLATION. THE GENERAL CONTRACTOR SHALL USE ONLY THOSE CHEMICALS RECOMMENDED BY THE FLOOR COVERING MANUFACTURERS, AND THOROUGHLY CLEAN THOSE SURFACES AFTER THE CHEMICAL CLEANING.

49. ALL CARPET SEAMS SHALL BE PREPARED WITH SEAM SEALER PRIOR TO SEAMING PER MANUFACTURER'S RECOMMENDATION AND SPECIFICATIONS.

50. THE GENERAL CONTRACTOR SHALL SWEEP AND CLEAN THE FLOOR SLAB PRIOR TO THE INSTALLATION OF ALL FLOOR COVERING.

51. THE GENERAL CONTRACTOR SHALL CONFIRM AND PREPARE ALL FLOORS TO RECEIVE FLOOR COVERING TO LEVELNESS REQUIREMENT OF MANUFACTURER FINISHES. CONFIRM CONFORMANCE PRIOR TO SUBMITTING BID.

52. CARPET INSTALLER SHALL PROVIDE LATEX LEVELING TO REPAIR SURFACE IMPERFECTIONS AND AT TRANSITIONS TO STONE OR CERAMIC TILE FLOORING FOR SMOOTH TRANSITION. GENERAL CONTRACTOR SHALL COORDINATE FLOOR PREPARATION WITH OTHER TRADES.

53. BEVEL EDGES AT LOOP PILE AND CUT PILE TRANSITIONS.

54. STONE TILE SHALL BE THIN-SET DIRECTLY OVER CONCRETE SLAB. EXAMINE SLAB FOR CRACKS AND IMPERFECTIONS DELETERIOUS TO THIS INSTALLATION. PROVIDE LATEX LEVELING TO REPAIR IMPERFECTIONS PRIOR TO TILE INSTALLATION. INFORM ARCHITECT/DESIGNER IMMEDIATELY IF IMPERFECTIONS CANNOT BE REMOVED OR CORRECTED. WHEN NATURAL STONE IS INSTALLED, PROVIDE 10% OVERAGE FOR FUTURE USE. COORDINATE WITH BUILDING MANAGER OR TENANT.

55. LAY FLOORING IN PATTERN(S) SHOWN ON PLANS. THE GENERAL CONTRACTOR SHALL INSTALL VINYL TILE IN ONE DIRECTION. DO NOT CHECKERBOARD TILE DIRECT/GRAIN UNLESS OTHERWISE NOTED.

56. INSTALL TILE LEVEL WITH JOINTS NOT TO EXCEED 1/8" IN WIDTH. VERIFY WITH ARCHITECT.

57. ONCE TILE IS INSTALLED, CLEAN EXCESS GROUT FROM SURFACE AND SEAMS. THOROUGHLY CLEAN SURFACE AFTER INSTALLATION.

58. APPLY ONE COAT OF SEALANT TO ALL TILE INDICATED IN FINISH SYSTEMS AND/OR SPECIFICATIONS PRIOR TO INSTALLATION. AFTER GROUT HAS CURED 26 DAYS, APPLY A SECOND COAT OF SEALANT TO ALL NEW WALL AND FLOOR TILE AND GROUT JOINTS AS SPECIFIED. REFER TO FINISH SPECIFICATIONS.

59. ONCE TILE IS INSTALLED, REMOVE ADHESIVE FROM SURFACE AND SEAMS ONLY WITH CHEMICALS RECOMMENDED BY MANUFACTURER. THOROUGHLY CLEAN SURFACE AFTER INSTALLATION.

60. WHERE FIELD CONDITIONS REQUIRE, ESPECIALLY SLAB ON GRADE, INSTALL TILE OVER WATERPROOF ISOLATION MEMBRANE, UNLESS APPROVED IN WRITING BY BUILDING MANAGER AND/OR CLIENT.

61. THE GENERAL CONTRACTOR SHALL PROVIDE STRAIGHT BASE AT ALL CARPETED AREAS, UNLESS NOTED OTHERWISE. AT ALL EXISTING BUILDING HARD SURFACES OR SPECIFIED HARD FLOORING, COVE BASE SHALL BE INSTALLED. REFER TO FINISH SPECIFICATIONS FOR BASE TYPE AND HEIGHTS. VERIFY WITH ARCHITECT/DESIGNER PRIOR TO ORDERING/APPLICATION.

2018 TreanorHLc

Project Number:

Revision Date


Issued For:

Date:



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GENERAL NOTES ANDCONDITIONS

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CONSTRUCTION

03/26/2018

TO

B.O

. M

IRR

OR

(N

OT

F

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ME

)

MIRRORS GRAB BARS AT WATER CLOSETSSANITARY NAPKIN

DISPOSAL

AD

A

1'-5

"

1'-0

"7

'-0

"

TYPICAL MOUNTING HEIGHTS LEGEND

PARTITION DOOR

TOILET PARTITION NOTE:24" WIDE REGULAR STALL DOORS32" WIDE MIN. ADA STALL DOORS

PAPER TOWEL

DISPENSERS

CHANGING STATION

T.O

. T

AB

LE

2'-10

"

TOILET PARTITION COUNTER LAVATORY ADULT WATER CLOSET URINAL

AD

A

3'-8

"

MIN

1'-6

"

A.F

.F.

3'-4

"

2'-10

"

(AD

A)

4'-0

" M

AX

SANITARY NAPKIN

DISPENSER

TOILET PAPER

DISPENSER SINGLE ROLL

A.F

.F.

1'-7

"

1'-10

"

3'-4

" A

.F.F

. (A

DA

)R

E: E

LE

V.

RE: ELEV.

FROM WALL

3'-4"

4'-6"

ADA OTHER

2'-0" 1'-6"

A.F

.F.

2'-10

"

7" TO 9" 7" TO 9"

M-1

A.F

.F.

1'-6

"

TOILET PAPER DISPENSER

DOUBLE ROLL

TTD-1 TTD-3

A.F

.F.

1'-0

"3

"

BOTTOM OF TOILET PARTITION WHERE OCCURS

SND-1 PTD-1 PTD-3

SURFACE MOUNTED HAND DYER WITH RECESSED WASTE

RECEPTACLE

RECESSED PAPER TOWEL DISPENSER

AND WASTE RECEPTACLE

BCS-1

T.O

. C

OU

NT

ER

2'-10

"

T.O

. S

INK

RIM

2'-10

"

ADAUNDER-MOUNT

SINK

ADA DROP-IN SINK

SND-3

TO OPERABLE PARTS

1'-0

"

CHILD PROTECTION

SEAT

GB-1

CPS-1 TLP

TO

SE

AT

1'-5

"

MF

G

PE

R

ALTERNATE

PTD-2

METAL SHELF

MS-1

SURFACE MOUNTED HAND DRYER

4'-0

"

4'-0

"

4'-0

"

2018 TreanorHLc

Project Number:

Revision Date


Issued For:

Date:



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D03D03D03

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D11 D11

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D06D10

D08D08

N

2018 TreanorHLc

Project Number:

Revision Date

KEY PLAN


DEMOLITION LEGEND

DEMOLITION NOTES

1. THE DRAWINGS ARE DIAGRAMMATIC AND MAY NOT SHOW ALL DEMOLITION THAT IS REQUIRED. THE CONTRACTOR MUST VISIT THE SITE TO DOCUMENT ALL SITE CONDITIONS AND DETERMINE THE EXTENT OF DEMOLITION THAT WILL BE REQUIRED TO CONSTRUCT THE PROJECT AS IT IS DOCUMENTED. ALL FIXTURES THAT CAN BE REUSED AND ARE NOT REQUIRED FOR THE PROJECT SHALL BE RENDERED TO THE OWNER.

2. DISCONNECT EXISTING EQUIPMENT WHICH IS TO BE REMOVED AND RELOCATED. COORDINATE WITH OWNER TEMPORARY STORAGE OF SUCH ITEMS. PROTECT EXISTING EQUIPMENT WHICH IS TO REMAIN IN PLACE.

3. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ALL SUPPORTS, ACCESSORIES AND CONVEYANCES RELATED TO EQUIPMENT AND FIXTURES SHOWN ON THE CONSTRUCTION DOCUMENTS TO BE REMOVED, RELOCATED OR SALVAGED.

4. REMOVE ALL DOORS, FRAMES AND HARDWARE IN PARTITIONS SHOWN TO BE DEMOLISHED. ALL ITEMS SHALL BE MADE AVAILABLE TO THE OWNER IF NOT INDICATED ON THE DRAWINGS FOR RELOCATION OR REINSTALLATION. ITEMS WHICH THE OWNER DOES NOT WISH TO KEEP SHALL BECOME THE PROPERTY OF THE CONTRACTOR.

5. BEFORE REMOVAL, DOCUMENT THE CONDITION OF ALL EXISTING ITEMS SCHEDULED TO BE SALVAGED AND/OR RELOCATED. AFTER REMOVAL, STORE ITEMS AS DIRECTED BY THE OWNER. ANY ITEMS DAMAGED BY THE CONTRACTOR SHALL BE REPLACED AT NOT COST TO THE OWNER.

6. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE DETECTION OR REMOVAL OF ANY HAZARDOUS MATERIAL, INCLUDING BUT NOT LIMITED TO ASBESTOS. PARTIES RESPONSIBLE FOR DEMOLITION SHALL NOTIFY THE OWNER IMMEDIATELY OF ANY SUSPECTED MATERIALS.

7. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING EXIT WAYS AND SHALL NOT BLOCK EXIT PATHS. IF AN EXIT PATH MUST BE BLOCKED, AN ALTERNATIVE MEANS OF EGRESS SHALL BE PROVIDED AS APPROVED BY THE LOCAL GOVERNING AUTHORITIES HAVING JURISDICTION OVER THE PROJECT. REFER TO ALL REQUIREMENTS IN "INTERIM LIFE SAFETY".

8. THE CONTRACTOR SHALL INFORM THE OWNER OF THE DEMOLITION SCHEDULE PRIOR TO ANY DEMOLITION AND SHALL SCHEDULE DEMOLITION SO AS NOT TO INTERFERE WITH FACILITY OPERATIONS.

9. TEMPORARY DUST PARTITIONS SHALL BE INSULATED AND CONSTRUCTED OF METAL STUDS AT 24" OC. PARTITION SHALL SEAL OFF AREA OF DEMOLITION FROM THE PASSAGE OF DUST. PARTITION COVER SHALL BE OF FINISHED AND PAINTED TYPE "X" GYPSUM BOARD ON VISIBLE SIDE.

EXISTING CONSTRUCTION TO BE REMOVED

EXISTING CONSTRUCTION TO REMAIN

DEMO KEYNOTE TAG

SHADED AREA NOT IN CONTRACT

1

Issued For:

Date:



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DEMOLITION PLAN &DEMOLITION RCP

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CONSTRUCTION

03/26/2018

1/4" = 1'-0"A1.00

1 LEVEL 1 DEMO FLOOR PLAN

1/4" = 1'-0"A1.00

2 LEVEL 1 DEMO RCP

AREA OF WORK

KEYNOTE LEGEND - ALL

Key Value Keynote Text

D01 REMOVE EXISTING RESINOUS BASE. RESINOUS FLOORTO REMAIN

D02 REMOVE METAL TOILET PARTITIONS.

D03 REMOVE SINKS AND SOAP DISPENSERS. SALVAGE FORREUSE.

D04 REMOVE GRAB BARS. SALVAGE FOR REUSE.

D05 REMOVE WALL MOUNT TOILETS AND URINALS. SALVAGEFOR REUSE.

D06 REMOVE WALL MOUNT TOILET ACCESSORIES. RECESSEDTOILET ACCESSORIES TO REMAIN. PROTECT.

D07 REMOVE SHARPS CONTAINER. SALVAGE FOR REUSE.

D08 EXISTING CEILING, HVAC AND LIGHTING TO REMAIN.

D09 EXISTING METAL COVER TO REMAIN. PROTECT.

D10 DOOR, FRAME,PUSH/PULL, HINGES AND CLOSER TO BERELOCATED TO PROVIDE 12" ADA CLEARANCE. PROTECTFROM DAMAGE. DEMOLISH EXISTING PARTITION ASREQUIRED TO RELOCATE DOOR AND PROVIDE 12" ADACLEARANCE. CONTRACTOR TO VERIFY THAT EXISTINGCLOSERS MEET REQUIREMENTS OF DOOR OPENINGFORCE PER ANSI 117.1, 4.04.2.8.

D11 REMOVE MIRROR. SALVAGE FOR REUSE IF POSSIBLE.

D12 REMOVE COUNTERTOP. PREPARE FOR NEW.


A6.003 A6.00

7

6

5

8

2

1

4

BCS1 BCS1

CPS1 CPS1TTD1

TTD1

MS1 MS1

SND1

SND1

TTD1

TTD1

SND1

TTD1

TTD1

TTD1

SND1

MS1

MS1

MS1

MS1

MS1MS1

GB3GB3

GB3

GB2

GB1

GB3

GB2

GB1

TTD1

SND1

TTD1

TTD1

MS1

MS1

TTD1

SND1MS1

URS

URS

URS

TLP

TLP

TTD1

TTD1

TTD1

MS1

MS1

MS1

MS1

PTD3

P01

P01

P01

P01

P01

P01

P01

P01

P01

P01

P01

P01

P01

P01

P01

P01

P01

P01

P01

P02

P02

P02

P02

P02

P02

P02

P02

P02

P02

P02

P02

P02

P02

P02

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P03

P03

P02

P02

P02

P02

P02

P02

P02

P02

P02

P02

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P02

P02

P02

P02

P02

P02

MEN WOMEN

P03

GB3

AMBULATORYCOMPARTMENT

AMBULATORYCOMPARTMENT

DOOR, FRAME AND HARDWARE TO BE REMOVED AND RELOCATED TO PROVIDE 12" ADA CLEARANCE. REMOVE EXISTING PARTITION AS REQUIRED, PROVIDE NEW PARTITION INFILL AND HEADER TO MATCH EXISTING. TEXTURE AND REPAINT ENTIRE WALL SURFACE. CONTRACTOR OPTION TO REPLACE WITH NEW HOLLOW METAL FRAME.

1'-0

"

1'-0

"

PT2 PT2

CTF1 CTF1

SS1 SS1 SS1

SS1

2018 TreanorHLc

Project Number:

Revision Date

KEY PLAN

RCP LEGEND

9'-0" DISTANCE A.F.F.

CEILING TYPE

GB-EP - GYPSUM BOARD-EPOXY PAINTED

ACT1

9'-0"

S


RECESSED CAN LIGHT

SUPPLY DIFFUSER

RETURN DIFFUSER

SPEAKER

EXIT LIGHT - SINGLE

EXIT LIGHT - DOUBLE

WALL SCONCE

RADIANT HEATING PANEL

CEILING ACCESS PANEL

RECESSED INDIRECT LIGHT

RECESSED TROFFER LIGHT

Issued For:

Date:



HPROVIDE HEPA FILTER WHEN "H" IS SHOWN

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FLOOR PLAN NOTES

1. PATCH EXISTING CONSTRUCTION SCHEDULED TO REMAIN. REPAIRED SURFACES TO BE FLUSH WITH ADJACENT FINISH SURFACES. PATCH, SAND, AND TEXTURE EXISTING SURFACES TO SAME QUALITY AS NEW CONSTRUCTION PRIOR TO INSTALLING NEW FINISHES. REFER TO THE FINISH MANUFACTURER'S GUIDELINES FOR INSTALLATION.

2. PATCH WALLS AT REMOVED RECEPTACLE OPENINGS SO AS TO RECEIVE SUBSEQUENT WORK.

3. PATCH AND REPAIR CEILING AS REQUIRED FOR NEW LAYOUT. CONTRACTOR TO REPAIR ALL CEILINGS TO MATCH EXISTING WHERE PARTITIONS HAVE BEEN DEMOLISHED AND EXISTING CEILING IS TO REMAIN.

4. PATCH AND LEVEL FLOOR SUBSTRATES TO RECEIVE NEW WORK AS SCHEDULED.

5. COORDINATE ALL FLOOR CORE DRILLING WITH EXISTING STRUCTURE.

6. DO NOT SCALE DRAWINGS.

7. ALL ANGLES SHOWN ON THE FLOOR PLANS ARE 90 DEGREES UNLESS OTHERWISE NOTED.

8. ALL DIMENSIONS ARE TO GRID LINE, FACE OF CONCRETE OR MASONRY, OR FACE OF GYPSUM BOARD, UNLESS OTHERWISE NOTED.

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FLOOR PLANS, RCP &FINISH SCHEDULE

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CONSTRUCTION

03/26/2018

1/4" = 1'-0"A2.00

1 LEVEL 1 FLOOR PLAN 1/4" = 1'-0"A2.00

2 LEVEL 1 NEW RCP

BASIS-OF-DESIGN INTERIOR FINISHES

KEYNAME MATERIAL MANUFACTURER STYLE / COLOR / SIZE REMARKS

FLOOR / BASE FINISH

CTF1 TILE GLENROCK DISTRIBUTING MILESTONE, EAST BEIGE, 12X24 (RECTIFIED) PATTERN: STACK BOND, HORIZONTAL. PER TCNA A108.02 SECTION 4.3.8, A MINIMUM 1/8" GROUT JOINT FOR RECTIFIED TILE AND MINIMUM 3/16" GROUT JOINT FOR CALIBRATED TILE. ADD TO THIS WIDTH THE AMOUNT OF EDGE WARPING ONTHE LONGEST EDGE. FOR EXAMPLE, IF THE EDGE WARPING OF A RECTIFIED TILE IS 1/32", THE MINIMUM GROUT JOINT IS 1/8" + 1/32" = 5/32". USE LATICRETE LATAPOXY 300 THINSET OVER EXISTIN RESINOUS FLOOR FINISH.

WALL FINISHES

PT1 PAINT SHERWIN WILLIAMS POPULAR GRAY SW#6071 FIELD PAINT, EPOXY FINISH

PT2 PAINT SHERWIN WILLIAMS CEILING BRIGHT WHITE SW#7007 CEILING PAINT, EPOXY FINISH

WT1 TILE GLENROCK DISTRIBUTING BUILDING BLOCKS, ARENA, 12X24, MATTE (PRESSED) PATTERN: BRICK 33% OFFSET. PER TCNA A108.02 SECTION 4.3.8, A MINIMUM 1/8" GROUT JOINT FOR RECTIFIED TILE AND MINIMUM 3/16" GROUT JOINT FOR CALIBRATED TILE. ADD TO THIS WIDTH THE AMOUNT OF EDGE WARPING ON THELONGEST EDGE. FOR EXAMPLE, IF THE EDGE WARPING OF A RECTIFIED TILE IS 1/32", THE MINIMUM GROUT JOINT IS 1/8" + 1/32" = 5/32"

WT2 TILE DALTILE COLOR WAVE, CLASSIC BLENDS, CW22 SOFT CASHMERE, GLOSS, INTERLOCKING

MISC. FINISHES

BASE METAL COVE TRANSITION SCHLUTER STAINLESS STEEL COVE BASE (SCHLUTER DILEX-EHK)

GRT GROUT MAPEI #11 SAHARA BEIGE USED FOR BOTH FLOOR AND WALL TILE

SS1 SOLID SURFACE SAMSUNG TEMPEST, BRONZESTAR, FB154 EASED EDGES

TLP TOILET PARTITION ASI GLOBAL PARTITIONS OLIVE #9223 POLYMER (HDPE), FLOOR ANCHORED/OVERHEAD - BRACED TOILET PARTIONS AND URINAL SCREENS. MATCH EXISTING LAYOUT.

1/4" = 1'-0"A2.00

3 LEVEL 1 FINISH FLOOR PLAN

AREA OF WORK



BCS1 BABY CHANGING STATION. REUSE SALVAGED.

CPS1 CHILD PROTECTION SEAT. REUSE SALVAGED.

GB1 GRAB BAR, 18" PROVIDE NEW.

GB2 GRAB BAR, 36" REUSE SALVAGED.


MS1 METAL SHELF. REUSE SALVAGED.

P01 INSTALL SALVAGED TOILETS AND URINALS IN SAMEPLACE.

P02 INSTALL SALVAGED SINKS AND SOAP DISPENSERS INNEW COUNTER.

P03 PROVIDE NEW COUNTER.

PTD3 RECESSED PAPER TOWEL DISPENSER AND WASTERECEPTACLE. REUSE SALVAGED.

SND1 SANITARY NAPKIN DISPOSAL, REUSE SALVAGED.

TLP TOILET PARTITIONS. RE: FINISH SCHEDULE.

TTD1 TOILET PAPER DISPENSER, DOUBLE ROLL. REUSESALVAGED.

URS URINAL SCREEN


NOTE: FURNISH OWNER WITH AN ADDITIONAL 10% OF ALL NEW TILE AND 1 GALLON OF EACH PAINT COLOR. DELIVER EXTRA MATERIAL TO OWNER AT PROJECT CLOSE-OUT.

P1

P05

TLPPTD3P04

PT1

PTD3P04

M1P01

URSURSURS

P01 P01 P01P02P02

P02P02

PT1

WT1

WT2

SS1

WT1

SS1

M1 M1

PTD1

4'-0 3

/8"

7 1

/2"

1'-0

" PT1

DIM

EN

SIO

NS

TY

P.

BCS1

CPS1

M1 PTD2

PT1

EXISTING SIGN TO REMAIN, PROTECT

PT1

M1M1

6'-11

1/4

"

5'-7 1

/2"

P05

M1 TLP

MS1

GB2

GB1

P01

PT1

WT1

WT2

WT1

SS1SS1

PT1

PTD2

STD1WR1

M1

PTD3

P04

MORTAR BED

CERAMIC WALL TILE (WT1)

STAINLESS STEEL COVE BASE (BASE)

CERAMIC TILE FLOOR (CTF1)

MORTAR BED

SEALANT

FLOOR TILE AS SCHEDULED

PROVIDE SILICONE SEALANT AT JOINT (1/8" MAXIMUM)

STAINLESS STEEL EDGE TRIM (SCHLUTER SCHIENE E100)

RESILIENT FLOORING AS SCHEDULED

FLOAT CONCRETE FLOOR SLAB WITH BONDING COMPOUND FOR GRADUAL SLOPE TO ALIGN FLOOR FINISH MATERIALS

WALL WHERE OCCURS

DOOR WHERE OCCURS

THIN SET BONDING

SLOPE1:20

SATIN ANODIZED ALUM. CORNER TRIM; COORDINATE SIZE DEPTH TO FLUSH WITH FACE OF TILE (SCHLUTER - QUADEC)

WALL TILE (CTW)

CEMENT BOARD SUBSTRATE

GROUT

MORTAR BED

1/2" SOLID SURFACE COUNTERTOP & BACKSPLASH WITH WATERFALL EDGE/FRONT APRON (REF. INTERIOR ELEV. FOR TYPE/COLOR, TYP.)

MIRROR ABOVE - REF. INT. ELEVATION

MOISTURE RESISTANT PLYWOOD (3/4")

SALVAGED SINK

FLOOR FINISH - REF. FINISH SCHEDULE & FINISH PLAN

INSULATED DRAIN LINE AND HOT/COLD WATER LINES WITH PIPE COVER PER ICC/ANSI A117.1

2'-8 3

/4"

1 1

/4"

4"

ADA CLEARANCE

1'-10"

FAUCET - SALVAGED

6"

2'-4

"

WALL FINISH - REF. INTERIOR ELEVS. & FINISH SCHED.

PARTITION TYPE - REF. PARTITION TYPES & SCHED.

3"x3"x1/4" ANGLE; ANCHOR TO MTL. PLATE@ SIDE WALLS

CONCEALED METAL COUNTERTOP SUPPORT BRACKET (SUPP1); PROV. 30" O.C. MAX SPACING, EVENLY SPACED AND 4" MAX. FROM OPEN COUNTER END & PROV. BLOCKING PER MFR. REQ.

SATIN ANODIZED ALUM. CORNER TRIM; COORDINATE SIZE DEPTH TO FLUSH WITH FACE OF TILE (SCHLUTER - RONDEC-DB)

WALL TILE (CTW)

CEMENT BOARD SUBSTRATE

GROUT

MORTAR BED

2018 TreanorHLc

Project Number:

Revision Date

INTERIOR ELEVATION NOTES

1. DO NOT SCALE DRAWINGS.

2. VERIFY EQUIPMENT ROUGH-IN DIMENSIONS WITH MANUFACTURER

3. ALL DIMENSIONS ARE TO GRID LINE, FACE OF CONCRETE OR MASONRY, OR FACE OF GYPSUM BOARD, UNLESS OTHERWISE NOTED.

4. EQUIPMENT (SHOWN DASHED) SHOWN FOR COORDINATION ONLY. REFER TO EQUIPMENT DRAWINGS FOR DIMENSIONS. VERIFY EQUIPMENT ROUGH-IN DIMENSIONS WITH MANUFACTURER.

5. REFER TO SHEET A0.30 FOR TYPICAL MOUNTING HEIGHTS.


Issued For:

Date:



1"

2"

3"

4"

5"

6"

7"

8"

9"

10"

11"

12"

13"

14"

15"

16"

17"

18"

19"

20"

21"

22"

23"

24"

25"

26"

27"

28"

5/1

6/2

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A6.00

INTERIOR ELEVATIONS &DETAILS

PU

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CONSTRUCTION

03/26/2018

1/4" = 1'-0"A6.00

1 MEN'S RESTROOM EAST 1/4" = 1'-0"A6.00

2 MEN'S RESTROOM NORTH 1/4" = 1'-0"A6.00

3 MEN'S RESTROOM WEST 1/4" = 1'-0"A6.00

4 MEN'S RESTROOM SOUTH

1/4" = 1'-0"A6.00

5 WOMEN'S RESTROOM EAST 1/4" = 1'-0"A6.00

6 WOMEN'S RESTROOM NORTH 1/4" = 1'-0"A6.00

7 WOMEN'S RESTROOM WEST 1/4" = 1'-0"A6.00

8 WOMEN'S RESTROOM SOUTH

6" = 1'-0"A6.00

9 TILE MTL. COVE DTL.

WT1

WT2

WT1

SS1

3" = 1'-0"A6.00

10 TYPICAL CERAMIC TILE TO RESILIENT FLOORING



BCS1 BABY CHANGING STATION. REUSE SALVAGED.

CPS1 CHILD PROTECTION SEAT. REUSE SALVAGED.

GB1 GRAB BAR, 18" PROVIDE NEW.


M1 MIRROR, REUSE SALVAGED OR PROVIDE NEW TO MATCHEXISTING.

MS1 METAL SHELF. REUSE SALVAGED.

P01 INSTALL SALVAGED TOILETS AND URINALS IN SAMEPLACE.

P02 INSTALL SALVAGED SINKS AND SOAP DISPENSERS INNEW COUNTER.

P04 INSTALL SALVAGED SHARPS CONTAINER.

P05 PAINT METAL COVER P1.

PTD1 PAPER TOWEL DISPENSER, REUSE SALVAGED.

PTD2 HAND DRYER, REUSE SALVAGED.

PTD3 RECESSED PAPER TOWEL DISPENSER AND WASTERECEPTACLE. REUSE SALVAGED.

STD1 FEMININE PRODUCT DISPENSER. REUSE SALVAGED.

TLP TOILET PARTITIONS. RE: FINISH SCHEDULE.

URS URINAL SCREEN

WR1 WASTE RECEPTACLE, SEMI-RECESSED

12" = 1'-0"A6.00

11 TYP. WALL TILE CORNER TRIM

1 1/2" = 1'-0"A6.00

12 VANITY SECTION

12" = 1'-0"A6.00

13 TYP. WALL TILE EDGE TRIM


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