RFB-2025-39R Drawings.pdf

PROJECT LOCATION

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GLENDALE NURSING HOME

Project Description Project Team Project Location

GLENDALE NURSING HOME GARAGE

October 07, 2025

59 Hetcheltown Rd, Schenectady, NY 12302

PLOT DATE:

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T h e s e m a t e r ia ls a n d i d e a s s h a ll n o t b e r e le a s e d o r o t h e r w is e m a d e a v a il a b le t o a n y t h ir d p a r t y o r r e p r o d u c e d i n w h o le o r i n p a r t w it h o u t t h e e x p r e s s w r it t e n c o n s e n t o f C

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Job No:

Scale:

Date:

Sheet Title:

Drawn By:

Project:

Stamp:

As Noted www.C2-DesignGroup.com

24 Airport Road Schenectady, ny 12302

Sheet Number:

518.320.8250

Design Group

NOT FOR

CONSTRUCTION

10/7/2025 2:06:53 PM

59 Hetcheltown Rd, Schenectady, NY 12302

BID SET | RFB 2025-39R

C2 Architecture

10/07/2025

New Construction For:

Owner:

Schenectday County Glendale Home 620 State Street Schenectady, NY 12305

Architect:

C2 Architecture 24 Airport Road Schenectady, NY 12302

MEP Engineer:

Engineered Solutions 646 Plank Road, Suite 104 Clifton Park, NY 12065

Civil Engineer:

Engineering Ventures 368 Broadway, Suite 11 Saratoga Springs, NY 12866

Cover Sheet

GLENDALE NURSING

HOME GARAGE

G100

ARCHITECT:

C2 Architecture, PC

24 Airport Road

Schenectady, NY 12302

T: 518.320.8250

F: 518.320.8252

OWNER:

Schenectady County

620 State Street

Schenectady, NY 12305

CIVIL ENGINEER:

Engineering Ventures PC

368 Broadway, Suite 11

Saratoga Springs, NY 12866

T: 518.205.9141

MEP ENGINEER:

Engineered Solutions

646 Plank Road, Suite 104

Clifton Park, NY 12065

T: 518.280.2410

F: 518.280.2481

SUPPLEMENTAL CONDITIONS:

1. SCOPES OF WORK PROVIDED BY THE CONTRACTOR, SHALL INCLUDE THE FOLLOWING AT A MINIMUM:

a. ENGINEER SIGNED AND SEALED DRAWINGS FOR WOOD TRUSSES AND WOOD FRAMED WALL BRACING CALCULATION AS

REQUIRED PER CODE.

b. THE ENGINEER SHALL BE LICENSED IN THE STATE IN WHICH THE SCOPE OF WORK IS TO OCCUR

c. DRAWINGS SHALL MEET ALL STATE AND LOCAL CODES AND STANDARDS

d. DRAWINGS SHALL BE FULLY COORDINATED WITH THE WORK OF ALL TRADES

e. SCOPES OF WORK SHALL BE COORDINATED WITH INTERIOR FINISHES

f. SCOPES OF WORK SHALL REFER TO ALL OTHER NOTES WITHIN THE CONSTRUCTION DOCUMENTS

g. STRUCTURAL ENGINEER SERVICES SHALL ALSO INCLUDE ANY CALCULATIONS, IF REQUESTED AND/OR REQUIRED BY THE AHJ

2. SUPPLEMENTAL CONDITIONS SHALL BE FULLY COORDINATED WITH THE CONSTRUCTION DOCUMENTS, INCLUDING ANY CODE

PROVISIONS NOTED ON THE LIFE SAFETY PLAN

PROJECT DESCRIPTION

FIVE BAY STORAGE GARAGE WITH TWO BAYS HEATED SPACE AND

RELATED SITE WORK. ELECTRICAL AND MECHANICAL WORK ARE

ALTERNATES. SEE SPECS.

No. REVISION # DATE:

KEY NAME FULL NAME

A.B. ANCHOR BOLT

ABR. ABRASIVE FINISH

ACT ACOUSTICAL CEILING TILE

ADH. ADHESIVE

ADJ. ADJUSTABLE

AFF ABOVE FINISH FLOOR

ALUM. ALUMINUM

ALT. ALTERNATE

APPROX. APPROXIMATE

ARCH. ARCHITECT

B/ BOTTOM OF

B/B BACK TO BACK

BD. BOARD

BLDG. BUILDING

BLK BLOCK

BM BEAM

B.O. BOTTOM OF

BOT. BOTTOM

B.A. BEARING PLATE

BR. BRICK

BRG. BEARING

CAB. CABINET

CB CATCH BASIN

CDX. C-D GRADE EXT. PLYWOOD

CF CUBIC FEET

C.H. CABINET HEATER

CIR. CIRCUIT

C.J. CONTROL JOINT

CL CENTER LINE

CLG. CEILING

CLR. CLEAR

CMU CONCRETE MASONRY UNIT

COL. COLUMN

CONC. CONCRETE

CONST. CONSTRUCTION

CONT. CONTINUOUS

CONTR. CONTRACTOR

COORD. COORDINATE

CORR. CORRUGATED

CPT CARPET

CRS. COURSES

CSK. COUNTER SINK

CT CERAMIC TILE

C.W. COLD WATER

DET DETAIL

DIA . DIAMETER

DIAG. DIAGONAL

DIM. DIMENSION

DR DOOR

DWG DRAWING(S)

EA. EACH

E.F. EACH FACE

E.J. EXPANSION JOINT

ELEC. ELECTRICAL

ELEV. ELEVATION

EQ EQUAL

EQUIP. EQUIPMENT

ETR EXISTING TO REMAIN

EXIST. EXISTING

EXP. EXPOSED

EXT. EXTERIOR

F.D. FLOOR DRAIN

F.C. FAN COIL

FDN. FOUNDATION

F.F. FINISH FLOOR

FIN. FINISH

FLG. FLANGE

FLR. FLOOR

FT. FEET

GRP. GROUP

GWB GYPSUM WALL BOARD

GYP. GYPSUM

H.B. HOSE BIB

HC HANDICAP

HDW. HARDWARE

HDWD HARDWOOD

H.M. HOLLOW METAL

HORIZ. HORIZONTAL

H.P. HIGH POINT

H.S. HIGH STRENGTH

HT. HEIGHT

HVAC HEAT, VENT AND AC

H.W. HOT WATER

H.W.T. HOT WATER TANK

I.D. INSIDE DIAMETER

I.E. INVERT ELEVATION

IN. INCH(ES)

INSUL. INSULATION

INT. INTERIOR

INV. INVERT

JAN. JANITOR

JT. JOINT

LAM. LAMINATED

LAV. LAVATORY

LLH. LONGER LEG HORIZONTAL

LLV. LONGER LEG VERTICAL

LOC. LOCATION

LONG. LONGITUDINAL

L.P. LOW POINT

M. METER

MANUF. MANUFACTURER

MAS. MASONRY

MAT. MATERIAL

MAX. MAXIMUM

M.B. MACHINE BOLTS

MC METAL CHANNEL

M.C. MECHANICAL CONTRACTOR

MECH. MECHANICAL

MED. MEDIUM

MISC. MISCELLANEOUS

M.O. MASONRY OPENING

M.T. METAL THICKNESS

MTL METAL

N.I.C. NOT IN CONTRACT

NO. NUMBER

NOM. NOMINAL

N..S. NOT TO SCALE

KEY NAME FULL NAME

O.A. OVERALL

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

OH OVERHEAD

O.H. OPPOSITE HAND

OPG. OPENING

PC PIECE

PCF POUNDS PER CUBIC FT

PL PLASTIC LAMINATE

PLAM PLASTIC LAMINATE

PLT PLATE

PLF POUNDS PER LINEAR FT

PLUMB. PLUMBING

PLYWD PLYWOOD

POLY POLYETHYLENE

PR. PAIR

PSF POUNDS PER SQUARE FT

PSI POUNDS PER SQUARE IN

PFT PORCELAIN TILE

PT PAINT

PTD. PAINTED

Q.T. QUARRY TILE

R. RISER

RAD. RADIUS

RB RUBBER BASE

R.D. ROOF DRAIN

REF. REFERENCE

REINF. REINFORCING

REQ'D. REQUIRED

REV. REVISION

RFL RUBBER FLOOR

R.L. ROOF LEADER

RM. ROOM

RT. RESILIENT TILE

R.V. ROOF VENT

SCHED. SCHEDULE

SECT. SECTION

SF SQUARE FOOT

SHT. SHEET

SIM. SIMILAR

SPEC. SPECIFICATIONS

SQ. SQUARE

S.S. STAINLESS STEEL

ST STAIN

STD. STANDARD

STL. STEEL

STRUCT. STRUCTURAL

SUSP. SUSPENDED

T. TREAD

T/ TOP OF

T&B TOP AND BOTTOM

T/C. TOP CHOR

T/F TOP FLANGE

T/FTG TOP OF FOOTING

T.O. TOP OF

THK. THICK

THRU. THROUGH

TP. TOPPING

TRANS. TRANSVERSE

TS. TUBE STEEL

T/S TOP OF SLAB

T/STL. TOP OF STEEL

TYP. TYPICAL

UNEX. UNEXCAVATED

UNO UNLESS NOTED OTHERWISE

VAR. VARIES

VB VINYL BASE

V.B. VAPOR BARRIER

VCT VINYL COMPOSITE TILE

VERT. VERTICAL

V.I.F. VERIFY IN FIELD

VTR VENT THRU ROOF

W WATER

W/ WITH

WB WOOD BASE

W.J. WATER CLOSET

WD WOOD

W.I. WROUGHT IRON

W.W.F. WELDED WIRE FABRIC

ABBREVIATIONS

A

0A

T.O. SLAB

0' - 0"

A101

SIM

A100 SIM

X

A100

Ref

A100

FD

RD

NEW STUD WALL CONSTRUCTION

DEMOLITION TAG:

REFERENCE PLANS AND

GENERAL DEMOLITION NOTES

EQUIPMENT TAG:

REFERENCE PLANS AND

EQUIPMENT SCHEDULES

NOTE TAG:

SEE ASSOCIATED LEGEND

FLOOR DRAIN (FD)

ROOF DRAIN (RD)

X

X

WINDOW TAG:

REFERENCE WINDOW

SCHEDULE ON A900 FOR

SIZE AND DETAIL

ELEVATION TAG:

DRAWING NUMBER

(TOP NUMBER)

SHEET NUMBER

(BOTTOM NUMBER)

INTERIOR ELEVATION TAG:

DRAWING NUMBER (TOP NUMBER)

REFERENCE SPECIFIED SHEET

FOR DRAWING NUMBER

DOOR TAG:

REFERENCE DOOR

SCHEDULE ON A900 FOR

SIZE AND DETAIL

WALL TYPE TAG:

RATING

REFERENCE WALL TYPES

FOR WALL CONSTRUCTION

ELEVATION MARKER:

SPECIFIES THE VERTICAL

HEIGHT AT A GIVEN LOCATION

PLAN DETAIL TAG:

DRAWING NUMBER (TOP NUMBER)

REFERENCE SPECIFIED SHEET

FOR DRAWING (BOTTOM NUMBER)

SECTION DETAIL TAG:

DRAWING NUMBER (TOP NUMBER)

REFERENCE SPECIFIED SHEET FOR

DRAWING (BOTTOM NUMBER)

SYMBOLS

PLOT DATE:

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Job No:

Scale:

Date:

Sheet Title:

Drawn By:

Project:

Stamp:

As Noted www.C2-DesignGroup.com

24 Airport Road Schenectady, ny 12302

Sheet Number:

518.320.8250

Design Group

NOT FOR

CONSTRUCTION

10/7/2025 2:06:53 PM

59 Hetcheltown Rd, Schenectady, NY 12302

BID SET | RFB 2025-39R

C2 Architecture

10/07/2025

New Construction For:

Owner:

Schenectday County Glendale Home 620 State Street Schenectady, NY 12305

Architect:

C2 Architecture 24 Airport Road Schenectady, NY 12302

MEP Engineer:

Engineered Solutions 646 Plank Road, Suite 104 Clifton Park, NY 12065

Civil Engineer:

Engineering Ventures 368 Broadway, Suite 11 Saratoga Springs, NY 12866

Sheet List, Abbreviations and

Symbols

GLENDALE NURSING

HOME GARAGE

G101

Drawing List Sheet No. Sheet Name

GENERAL

G100 Cover Sheet

G101 Sheet List, Abbreviations and Symbols

G102 General Notes

G200 Life Safety Plan & General Notes

CIVIL

C101 Existing Condition & Demolition Plan

C102 Site Plan

C501 Site Details (1 of 2)

C502 Site Details (2 of 2)

ARCHITECTURAL

A100 Plans

A200 Building Elevations & Schedules

A500 Wall Sections & Partition Types

MECHANICAL ALTERNATE #2

M001 General Notes, Symbols, & Schedules

M002 Mechanical Specifications

M003 Mechanical Specifications

M301 First Floor Duct Plan

ELECTRICAL ALTERNATE #1

E001 General Notes, Symbols, & Schedules

E002 Diagrams & Schedules

E101 Site Plan

E301 First Floor Lighting Plan

E401 First Floor Power & Systems Plan

E601 Details

PLOT DATE:

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T h e s e m a t e r ia ls a n d i d e a s s h a ll n o t b e r e le a s e d o r o t h e r w is e m a d e a v a il a b le t o a n y t h ir d p a r t y o r r e p r o d u c e d i n w h o le o r i n p a r t w it h o u t t h e e x p r e s s w r it t e n c o n s e n t o f C

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Job No:

Scale:

Date:

Sheet Title:

Drawn By:

Project:

Stamp:

As Noted www.C2-DesignGroup.com

24 Airport Road Schenectady, ny 12302

Sheet Number:

518.320.8250

Design Group

NOT FOR

CONSTRUCTION

10/7/2025 2:06:53 PM

59 Hetcheltown Rd, Schenectady, NY 12302

BID SET | RFB 2025-39R

C2 Architecture

10/07/2025

New Construction For:

Owner:

Schenectday County Glendale Home 620 State Street Schenectady, NY 12305

Architect:

C2 Architecture 24 Airport Road Schenectady, NY 12302

MEP Engineer:

Engineered Solutions 646 Plank Road, Suite 104 Clifton Park, NY 12065

Civil Engineer:

Engineering Ventures 368 Broadway, Suite 11 Saratoga Springs, NY 12866

General Notes

GLENDALE NURSING

HOME GARAGE

G102

GENERAL DEMOLITION NOTES GENERAL NOTES

1. THE TERMS "CONSTRUCTION CONTRACTOR", “GENERAL CONTRACTOR", "G.C.", "CONSTRUCTION

MANAGER/ MANAGEMENT" AND "CONTRACTOR" SHALL BE UNDERSTOOD TO BE THE SAME

UNLESS SPECIFICALLY NOTED OTHERWISE.

2. THE DRAWINGS AND THE PROJECT MANUAL, WHICH INCLUDES TECHNICAL SPECIFICATIONS,

TOGETHER FORM THE "CONTRACT DOCUMENTS". THE CONTRACT DOCUMENTS SHOW "THE

WORK" THAT IS REQUIRED BY THE CONTRACTOR. "THE WORK" SHALL ALSO INCLUDE ALL

MISCELLANEOUS MATERIALS AND LABOR REQUIRED TO PROVIDE "THE WORK", EVEN IF THEY ARE

NOT SPECIFICALLY SHOWN OR NOTED WITHIN THE CONTRACT DOCUMENTS.

3. THE INTENT OF THE CONTRACT DOCUMENTS IS TO PROVIDE ADEQUATE INFORMATION FOR

BIDDING. "THE WORK" SHALL INCLUDE ALL LABOR, MATERIALS, TRANSPORTATION, EXPEDITING INSTALLATION, TAXES, PERMIT FEES, INSPECTIONS, CLEANUP AND DISPOSAL FEES REQUIRED TO

EXECUTE "THE WORK" IN A TOTAL FINISHED MANNER, UNLESS NOTED OTHERWISE.

4. "THE WORK" SHALL INCLUDE ALL REFERENCED UTILITY CONNECTIONS. INDICATED UTILITIES ARE BASED ON THE BEST INFORMATION AVAILABLE TO THE ARCHITECT AT THE TIME OF THE WRITING

OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL

UNDERGROUND UTILITIES PRIOR TO DIGGING.

5. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THE CONTRACT DOCUMENTS IS A VIOLATION

OF FEDERAL AND STATE LAWS.

6. NOTES APPEAR ON VARIOUS DRAWINGS FOR DIFFERENT SYSTEMS & MATERIALS. REVIEW ALL

SHEETS AND APPLY NOTES TO RELATED BUILDING COMPONENTS. REFER TO COMPLETE SET OF

ISSUED CONTRACT DOCUMENTS FOR OTHER APPLICABLE NOTES, ABBREVIATIONS AND SYMBOLS.

7. WORDS AND ABBREVIATIONS THAT ARE USED WITHIN THE CONTRACT DOCUMENTS HAVE WELL

KNOWN TECHNICAL MEANINGS WITHIN THE ENGLISH LANGUAGE, THE CONSTRUCTION TRADE

INDUSTRY, AND ARE USED WITH SUCH RECOGNIZED MEANINGS.

8. "PROVIDE" SHALL MEAN FURNISH AND INSTALL, UNLESS NOTED OTHERWISE.

9. DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS. ALL DIMENSIONS ARE IN FEET AND

INCHES. CENTER PARTITIONS ON COLUMNS OR MULLIONS UNLESS NOTED OTHERWISE, OR USE

EQUAL/EQUAL AND ALIGN SURFACES TO LOCATE PARTITIONS. THE CONTRACTOR SHALL VERIFY

AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. NOTIFY THE

ARCHITECT OF MISSING DIMENSIONS AND DISCREPANCIES FOR RESOLUTION BEFORE

PROCEEDING WITH "THE WORK".

10. UNLESS NOTED OTHERWISE, ALL DIMENSIONS ARE TO/FROM FACE OF STUD, CMU, COLUMN

CENTER LINE, OR FACE OF EXTERIOR FINISHED SURFACE.

11. DIMENSIONS NOTED "CLEAR/CLR." ARE NOT TO BE ADJUSTED WITHOUT APPROVAL OF

ARCHITECT/ENGINEER.

12. IT IS INTENDED THAT THE FACE OF EVERY CONTINUOUS PARTITION SHALL BE FLUSH WITHOUT

OFFSETS. CHANGES IN PARTITION THICKNESS SHALL OCCUR ONLY AS INDICATED ON FLOOR

PLANS. IF DISCREPANCIES OCCUR, INFORM ARCHITECT PRIOR TO PROCEEDING WITH "THE

WORK".

13. UNLESS NOTED OTHERWISE, LOCATE ALL DOOR JAMBS 6" FROM ADJACENT WALL.

14. ALL APPLICABLE PERMITS, INSPECTIONS/APPROVALS, SIGNOFFS AND CONTROLLED

INSPECTIONS SHALL BE APPLIED FOR AND PAID BY THE SUBCONTRACTORS IN ALL FIELDS OF

THEIR WORK AS REQUIRED PER BUILDING DEPARTMENT CODE, INCLUDING COORDINATION OF

INSPECTIONS, APPROVAL AND PICKING UP OF BUILDING PERMITS BY THE CONTRACTOR, UNLESS

NOTED OTHERWISE.

15. ALL FEES, TAXES, PERMITS, APPLICATIONS, CERTIFICATES OF INSPECTION AND THE FILING OF

ALL WORK WITH GOVERNMENTAL AGENCIES SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR, UNLESS AGREED UPON PRIOR TO CONTRACT.

16. THE CONTRACTOR SHALL HOLD THE OWNER, OCCUPANTS, AND ARCHITECT HARMLESS FROM

ANY AND ALL CLAIMS ARISING FROM WORK DONE BY THE CONTRACTOR AT THE SITE.

17. THE CONTRACTOR AND ALL THEIR SUBCONTRACTORS SHALL INDEMNIFY, DEFEND, AND SAVE

HARMLESS THE OWNER AND TENANT, AND THE ARCHITECT, THEIR EMPLOYEES, AND AGENTS,

AGAINST AND FROM ANY AND ALL CLAIMS, DEMANDS, ACTIONS BY LAW, LIABILITIES, PENALTIES, LOSSES, EXPENSES, COSTS (INCLUDING ATTORNEY’S FEES) AND JUDGMENTS OF EVERY

CHARACTER WHATSOEVER FOR OR RESULTING FROM DAMAGE TO PROPERTY (INCLUDING BUT

NOT LIMITED TO PROPERTY OF THE CONTRACTOR, THE OWNER, OR THE ARCHITECT (AND

THEIR RESPECTIVE AGENTS, SERVANTS, AND EMPLOYEES) AND FOR OR RESULTING FROM ANY

EMPLOYEES) AND FOR OR RESULTING FROM PERSONAL INJURIES, SICKNESS, AND DISEASE

(INCLUDING DEATH) TO OR SUSTAINED BY ANY PERSON (INCLUDING BUT NOT LIMITED TO THE CONTRACTOR, THE OWNER, THE TENANT, AND THE ARCHITECT AND THEIR RESPECTIVE AGENTS, SERVANTS, AND EMPLOYEES) OCCURRING IN OR ABOUT THE CONSTRUCTION SITE, OR ARISING

OUT OF OR SUFFERED WHILE ENGAGED IN OR CAUSED IN WHOLE OR IN PART BY THE

PERFORMANCE OF OR FAILURE TO PERFORM THE WORK. THE FOREGOING AGREEMENT SHALL

NOT EXTEND TO THE OWNER OR TENANT IN THE CASE OF DAMAGE OR INJURIES CAUSED BY

OR RESULTING FROM THE SOLE NEGLIGENCE OF THE OWNER OR TENANT, ITS AGENTS,

SERVANTS, OR EMPLOYEES AND SHALL NOT EXTEND TO THE ARCHITECT, HIS AGENTS,

SERVANTS, OR EMPLOYEES IN THE CASE OF DAMAGE OR INJURIES CAUSED BY OR RESULTING

FROM THE SOLE NEGLIGENCE OF THE ARCHITECT, THEIR AMENTS, SERVANTS, OR EMPLOYEES

OR CAUSED BY OR ARISING OUT OF DEFECTS IN MAPS, PLANS, DESIGNS, OR SPECIFICATIONS

PREPARED, ACQUIRED, OR USED BY THE ARCHITECT, THEIR AGENTS, SERVANTS, OR

EMPLOYEES. IT BEING UNDERSTOOD AND AGREED THAT FOR THE PURPOSES OF THIS

SENTENCE NEITHER THE CONTRACTOR NOR ANY OF ITS AGENTS, SERVANTS, OR EMPLOYEES

SHALL BE DEEMED TO BE AN AGENT, SERVANT, OR EMPLOYEE OF EITHER THE OWNER,

TENANT, OR THE ARCHITECT AND NEITHER THE ARCHITECT NOR ANY OF THEIR AGENTS,

SERVANTS, OR EMPLOYEES SHALL BE DEEMED TO BE AN AGENT, SERVANT, OR EMPLOYEE OF

THE OWNER OR TENANT.

18. THE CONTRACTOR IS TO PROVIDE ALL LABOR AND MATERIALS NECESSARY TO EXECUTE ALL

WORK AS SHOWN ON THESE DRAWINGS EXCEPT THOSE ITEMS NOTED AS "N.I.C.". THE

CONTRACTOR SHALL COORDINATE ALL "N.I.C." ITEMS AND "THE WORK" UNDER A SEPARATE

CONTRACT. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE SCOPE OF WORK WITH THE

TENANT AND THE TENANT'S WORK, THE LANDLORD AND THE LANDLORD'S WORK.

19. THE CONTRACTOR SHALL IN ALL RESPECTS COMPLY WITH ALL REGULATIONS OF THE BUILDING OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN SUCH REGULATIONS FROM

THE BUILDING OWNER. IN THE EVENT OF CONFLICT BETWEEN BUILDING REGULATIONS AND

OTHER CONTRACT DOCUMENTS, THE ARCHITECT SHALL BE CONSULTED PRIOR TO PROCEEDING.

20. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,

TECHNIQUES, SEQUENCES, PROCEDURES, AND FOR COORDINATING "THE WORK".

21. THE CONTRACTOR SHALL GUARANTEE IN WRITTEN FORM, AS ACCEPTABLE TO THE OWNER,

ALL LABOR AND MATERIALS INSTALLED BY THEM FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR

AFTER DATE OF ACCEPTANCE OF "THE WORK" BY THE OWNER EXCEPT AS MODIFIED HEREIN OR

ON OTHER DRAWINGS. SHOULD DEFECTS OCCUR, ALL WORK SHALL BE REPLACED OR PROPERLY

REPAIRED AT NO ADDITIONAL COST TO THE OWNER.

22. PRIOR TO SUBMISSION OF THE BID, BIDDERS SHALL PERSONALLY VISIT THE SITE AND

FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS. NOTICE OF DATE OF MANDATORY

CLOSE UP WALK-THROUGH TO BE GIVEN FORTY-EIGHT (48) HOURS PRIOR TO THE OWNER. ANY

AND ALL DISCOVERED CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT

BY A WRITTEN REQUEST FOR INFORMATION (RFI) AT LEAST SIX (6) DAYS BEFORE THE BIDS ARE DUE. RFI'S RECEIVED BY THE ARCHITECT, AT LEAST SIX (6) DAYS PRIOR TO BID SHALL BE

RESPONDED TO BY ADDENDUM. NO CONSTRUCTION COST CHANGES WILL BE ALLOWED FOR

LACK OF SITE FIELD CONDITION COORDINATION WITH THE CONTRACT DOCUMENTS.

23. THE CONTRACTOR SHALL CARRY PROPERTY DAMAGE AND PUBLIC LIABILITY INSURANCE AS

REQUIRED BY GOVERNMENTAL AGENCIES AND COMPLY WITH REQUIREMENTS FOR DISABILITY

AND WORKMAN'S COMPENSATION. THE CONTRACTOR WILL COMPLY WITH ALL RULES AND

REGULATIONS OF BUILDING OWNER AND SHALL SUBMIT, TO THE OWNER, A PROPERLY EXECUTED

CERTIFICATE OF INSURANCE.

24. WHEN NO INSURANCE REQUIREMENTS ARE INCLUDED IN THE CONTRACT DOCUMENTS, THE

CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING AT LEAST FIVE (5) DAYS PRIOR TO THE

SIGNING OF THE CONTRACT, REQUESTING THE INSURANCE REQUIREMENTS FROM THE OWNER.

UNLESS THERE IS A WRITTEN AGREEMENT BETWEEN THE OWNER AND THE CONTRACTOR TO

NOT PROVIDE INSURANCE FOR "THE WORK", THE CONTRACTOR SHALL PROVIDE TO THE OWNER

A CERTIFICATE OF INSURANCE PRIOR TO THE "COMMENCEMENT OF 'THE WORK" AND SHALL

PROVIDE INSURANCE COVERAGE AS AGREED TO BY THE OWNER PRIOR TO THE SIGNING OF THE

CONTRACT.

25. ALL MATERIALS AND EQUIPMENT SPECIFIED SHALL BE SUPPLIED, INSTALLED, CONNECTED, ERECTED, CLEANED, AND CONDITIONED AS DIRECTED BY THE SUPPLIER/MANUFACTURER, IN

ACCORDANCE WITH ACCEPTED INDUSTRY STANDARD PRACTICE AND IN COMPLIANCE WITH

PRODUCT WARRANTY.

26. NO MATERIAL SUBSTITUTIONS SHALL BE MADE. THE ARCHITECT WILL CONSIDER MATERIAL

CHANGE REQUESTS ON AN INDIVIDUAL BASIS. THE CONTRACTOR SHALL SUBMIT SAMPLES AND

CUTS FOR WRITTEN APPROVAL PRIOR TO THE START OF ANY WORK.

26. ALL WORK, WHETHER SHOWN OR IMPLIED, UNLESS SPECIFICALLY QUESTIONED, SHALL BE

CONSIDERED FULLY UNDERSTOOD IN ALL RESPECTS BY THE CONTRACTOR, AND THEY WILL BE

RESPONSIBLE FOR ANY MISINTERPRETATIONS OR CONSEQUENCES THEREOF FOR ALL WORK ON

ALL DRAWINGS.

27. CONTRACTOR SHALL EXAMINE THE SITE AND INCLUDE IN THEIR WORK THE EFFECT OF ALL

EXISTING CONDITIONS ON THE WORK.

28. THE CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THE BUILDING

RULES AND REGULATIONS BEFORE AND DURING THE COURSE OF THIS PROJECT. SHOULD A

CONFLICT ARISE BETWEEN THE CONTRACT DOCUMENTS AND THE BUILDING RULES, THE

CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY. BUILDING RULES AND REGULATIONS

SHALL GOVERN EXCEPT WHERE THEY ARE IN CONFLICT WITH APPLICABLE CODES AND

ORDINANCES.

29. THE CONTRACTOR SHALL MAINTAIN AND OPERATE AN ON SITE FIELD OFFICE TELEPHONE, FAX

MACHINE AND EMAIL ACCESS AT ALL TIMES DURING THE COURSE OF CONSTRUCTION WORK.

30. THE CONTRACTOR IS TO PROVIDE A CLEAN, SAFE AND SECURE WORK SITE UNTIL THE FINAL

CERTIFICATE OF OCCUPANCY OR PUNCH LIST IS COMPLETED, WHICHEVER IS LATER.

31. A COPY OF THE LATEST SET OF CONTRACT DRAWINGS, SKETCHES, ANSWERED RFI'S, AND

APPROVED SUBMITTALS SHALL BE KEPT AT THE JOB SITE FOR REVIEW BY THE ARCHITECT AND

AUTHORITIES HAVING JURISDICTION OVER THE PROJECT.

32. THE CONTRACTOR IS TO PROVIDE A FULL-TIME COMPETENT SUPERINTENDENT ON THE

PROJECT TO COORDINATE ALL SUBCONTRACTORS’ WORK AND SUPERVISE THE DAILY ACTIVITY

OF THE PROJECT AS WELL AS MAINTAIN THE SITE IN A SAFE, CLEAN MANNER.

33. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OF THEIR OWN SECURITY, TEMPORARY

HEAT, WATER, ELECTRICAL POWER, LIGHTING, AND HOISTING. IF NEEDED COORDINATE THESE

SERVICES WITH THE BUILDING OWNER.

34. THE CONTRACTOR SHALL PROVIDE PROPER FIRE PROTECTION, SIGNAGE, POWER AND

LIGHTING PER CODE THROUGHOUT DEMOLITION & CONSTRUCTION.

35. UNLESS NOTED OTHERWISE, THE CONTRACTOR IS TO PROVIDE ALL OF "THE WORK" INDICATED AND REFERENCED IN THE CONTRACT DOCUMENTS. IF THERE IS A CONTRADICTION BETWEEN THE

SPECIFICATIONS AND THE DRAWINGS, THE GREATER SPECIFICATION SHALL PREVAIL. IF NO

SPECIFICATIONS ARE PROVIDED, ENLARGED DETAILS TO PREVAIL, UNLESS AN RFI IS SUBMITTED

AND ADDRESSED BY THE ARCHITECT.

36. IT IS NOT THE INTENT OF THESE CONTRACT DOCUMENTS TO ASSIGN RESPONSIBILITY FOR

VARIOUS ASPECTS OF "THE WORK" TO SPECIFIC SUBCONTRACTORS. THE CONTRACTOR HAS

PRIME RESPONSIBILITY AND SHALL COORDINATE ALL WORK AND CONTRACT FOR IT IN WHATEVER

MANNER THEY DEEM EXPEDIENT.

37. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISTRIBUTION OF THE CONTRACT

DOCUMENTS TO ALL TRADES AND ALERT THE ARCHITECT OF DISCREPANCIES THAT IMPACT THE

PROJECT OR THE SUB CONTRACTORS.

38. THE CONTRACTOR SHALL FULLY COORDINATE "THE WORK" WITH LOCAL, STATE AND FEDERAL

REQUIREMENTS AS WELL AS THE OWNER, ARCHITECT, ENGINEERS, INSPECTORS AND SUB-

CONTRACTORS. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH THE RULES AND

REGULATIONS OF AGENCIES HAVING JURISDICTION AND SHALL CONFORM TO ALL CITY, STATE

AND FEDERAL CONSTRUCTION SAFETY AND SANITARY LAWS, CODES, STATUTES, AND

ORDINANCES.

39. THE CONTRACTOR SHALL SCHEDULE ALL WORK TO CONFORM TO THE GENERAL

CONSTRUCTION SCHEDULE AND SHALL COOPERATE WITH OTHER CONTRACTORS IN THE

REQUIRED SEQUENTIAL INSTALLATION SCHEDULE AS APPROVED BY THE ARCHITECT.

40. THE CONTRACTOR SHALL FURNISH A CONSTRUCTION SCHEDULE TO THE BUILDING OWNER

AND ARCHITECT INDICATING PROJECTED COMMENCEMENT AND COMPLETION DATES FOR ALL

MAJOR PHASES OF "THE WORK" AND UPDATE PROGRESS TO ALL PARTIES WEEKLY THROUGHOUT

CONSTRUCTION.

41. BEFORE COMMENCING WITH ANY PORTION OF "THE WORK", THE CONTRACTOR SHALL SUBMIT

TO THE OWNER OR ARCHITECT (AS AGREED UPON DURING THE CONTRACT SIGNING)

SUBMITTALS, SAMPLES AND SHOP DRAWINGS FOR APPROVAL PRIOR TO THE ORDERING OF ANY

MATERIALS OR PERFORMANCE OF "THE WORK". ALL ITEMS WHICH HAVE NOT BEEN APPROVED BY

THE ARCHITECT, OWNER OR OWNERS REPRESENTATIVE ARE SUBJECT TO CHANGE AT NO

ADDITIONAL COST TO THE OWNER.

42. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO THE COMMENCEMENT OF "THE

WORK". DISCOVERED CONDITIONS THAT ARE INCONSISTENT WITH THE CONTRACT DOCUMENTS

SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION BY A WRITTEN RFI WITHIN TWENTY-FOUR

(24) HOURS OF ITS DISCOVERY. DO NOT PROCEED WITH "THE WORK" UNTIL THE ARCHITECT

RESPONDS TO THE RFI IN WRITING.

43. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL WORK OR CHANGES FOR

WHICH THEY EXPECT ADDITIONAL COMPENSATION BEYOND THE CONTRACT AMOUNT WITHOUT

WRITTEN AUTHORIZATION BY THE BUILDING OWNER.

44. THE CONTRACTOR SHALL SUBMIT IN WRITING ALL PROPOSALS FOR ADDITIONAL WORK TO THE

ARCHITECT’S OFFICE FOR REVIEW AND APPROVAL. NO WORK IS TO PROCEED UNTIL A SIGNED

AUTHORIZATION TO PROCEED IS RETURNED TO THE CONTRACTOR.

45. ANY WORK, THAT IS TO BE PERFORMED AS "DESIGN BUILD" SHALL BE DESIGNED AND

INSTALLED BY PEOPLE WHO ARE AUTHORIZED TO PERFORM SUCH WORK WITHIN THE

JURISDICTION OF WHERE "THE WORK" IS LOCATED. ALL DESIGN BUILD WORK SHALL BE DESIGNED

TO MEET THE LOCAL, STATE AND FEDERAL CURRENT MANDATED REQUIREMENTS AND IN

COMPLIANCE WITH ALL REFERENCED STANDARDS. FINAL DRAWINGS SHALL BE STAMPED BY

LICENSED PROFESSIONAL.

46. THE OWNER RESERVES THE RIGHT TO MAKE CHANGES IN THE DRAWINGS AND

SPECIFICATIONS AS THE WORK PROGRESSES. BULLETINS, CHANGE ORDERS, DRAWINGS,

SPECIFICATIONS OR INSTRUCTIONS COVERING SUCH CHANGES WILL BE ISSUED TO THE

CONTRACTOR WHOSE RESPONSIBILITY IT WILL BE TO DISTRIBUTE THESE IMMEDIATELY AND TO

NOTIFY THE FIELD OFFICE AND ALL SUBCONTRACTORS AFFECTED TO TAKE SUCH MEASURES AS

MAY BE NECESSARY TO AVOID ERRORS IN "THE WORK" WHICH MAY OCCUR DUE TO THE USE OF

SUPERSEDED DRAWINGS. WORK AFFECTED BY CHANGES PROPOSED IN ANY REVISED DRAWINGS

OR OTHER DOCUMENTS ISSUED TO THE CONTRACTOR SHALL NOT BE EXECUTED UNLESS

CHANGES ARE ACCOMPANIED BY LETTER OF AUTHORIZATION TO PROCEED ACCORDINGLY. IN

CASES WHERE INSTRUCTIONS ACCOMPANYING ANY ISSUE OF REVISED DRAWINGS OR

SPECIFICATIONS REQUEST ESTIMATES OF COST INVOLVED. SUCH ESTIMATES SHALL BE

PREPARED AND SUBMITTED PROMPTLY IN ORDER NOT TO UNDULY EFFECT THE PROGRESS OF

THE WORK.

47. THE OWNER RESERVES THE RIGHT TO REQUEST AND APPROVE OVERTIME AT THEIR

DISCRETION. OVERTIME REQUESTED BY THE OWNER ALL BE PAID AT THE ADDITIONAL HOURLY

RATE, PLUS INSURANCES AND BENEFITS WITHOUT OVERHEAD AND PROFIT. THE CONTRACTOR

SHALL BEAR THE STRAIGHT TIME PORTION WITH INSURANCES, ETC., OF THE OVERTIME

INVOLVED. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE BUILDING OWNER TO

CONFIRM BUILDING RULES, REGULATIONS, AND CONDITIONS WHICH MIGHT REQUIRE OVERTIME, AND INCLUDE THAT COST.

48. THE ARCHITECT AND THE OWNER RESERVES THE RIGHT TO ALLOW OTHER CONTRACTORS TO

PERFORM WORK IN CONNECTION WITH THE PROJECT. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR COORDINATION OF WORK AND ESTABLISHING SCHEDULES FOR ALL TRADES;

THEY SHALL AFFORD OTHER CONTRACTORS REASONABLE OPPORTUNITY FOR THE

INTRODUCTION AND STORAGE OF THEIR MATERIALS AND EQUIPMENT AND THE EXECUTION THE

THEIR WORK.

49. THE ARCHITECT SHALL HAVE THE RIGHT AT ALL TIMES TO EXAMINE "THE WORK" AND

DETERMINE CONFORMANCE WITH THE REQUIREMENTS AND INTENT OF THE CONTRACT

DOCUMENTS AS INTERPRETED BY THE ARCHITECT.

50. REFER TO THE DRAWINGS FOR ITEMS TO BE PROVIDED BY THE OWNER, WORK BY OTHERS,

AND MISCELLANEOUS OR SPECIAL REQUIREMENTS. CONTRACTOR SHALL COORDINATE AND PLAN

THEIR WORK WITH OTHER TRADES TO ENSURE THAT IN PLACE WORK ACCOMMODATES ALL

TRADES AND THE FINAL DESIGN.

51. CONSTRUCTION PERSONNEL MUST CARRY PROPER IDENTIFICATION AT ALL TIMES.

52. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ARRANGING WITH BUILDING OWNER THE USE OF ELEVATOR OR OTHER HOISTING FACILITIES FOR HANDLING THE DELIVERY OF MATERIALS. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL SUB-TRADES OF CONDITIONS

REGARDING ELEVATOR CAB SIZE, DOOR OPENING WIDTHS AND LOADING WEIGHT CAPACITIES.

53. ALL PUBLIC AREAS SUCH AS ELEVATOR LOBBIES, CORRIDORS, TOILETS, AND SERVICE HALLS SHALL BE PROTECTED TO THE SATISFACTION OF THE BUILDING OWNER. EQUIPMENT AND OTHER PROPERTY BELONGING TO THE BUILDING SHALL ALSO RECEIVE PROTECTION AND REFURBISHING

IF DAMAGED IN THE COURSE OF CONSTRUCTION, TO THE SATISFACTION OF BUILDING OWNER.

54. ALL LADDERS, BAKERS, SCAFFOLDING, AND/OR OTHER CONSTRUCTION TOOLS/EQUIPMENT

SHALL BE IN GOOD OPERATING CONDITION. ALL DAMAGED LADDERS, BAKERS, ROLLING

SCAFFOLDING. AND/OR CONSTRUCTION TOOLS/EQUIPMENT WILL BE IMMEDIATELY REMOVED

FROM THE JOB SITE.

55. ALL ELECTRIC HAND TOOLS MUST BE GROUNDED PROPERLY.

56. PROTECTIVE EYE GOGGLES, CONSTRUCTION HARD HATS AND PROPER CLOTHING MATERIALS

MUST BE WORN DURING ANY CUTTING, WHETHER BY HAND OR BY MECHANICAL MEANS, OF

FLOORS AND WALLS.

57. ALL WINDOWS SHALL BE KEPT CLOSED IN THE WORK AREAS.

58. ALL FIRE EXITS SHALL BE KEPT CLEAR AND ACCESSIBLE AT ALL TIMES.

59. FIRE EXTINGUISHERS MUST BE KEPT ON THE JOB SITE DURING CONSTRUCTION. PLUS,

CONTRACTOR TO HAVE PROPER MEDICAL EMERGENCY KIT AVAILABLE AT JOB SITE PER ALL

APPLICABLE CODES AND REGULATIONS.

60. DO NOT OBSTRUCT ACCESS TO EXISTING EXITS OR REDUCE WIDTH OF PUBLIC CORRIDORS.

61. PROTECT FROM DAMAGE "THE WORK" AND ALL EXISTING ADJACENT AREAS AND PROPERTIES AT THEIR EXPENSE, INCLUDING BUT NOT LIMITED TO LANDSCAPING AND EXTERIOR & INTERIOR

BUILDING SURFACES.

62. A MANDATORY WALK-THRU AND INSPECTION BY THE OWNER AND/OR OWNER

REPRESENTATIVE SHALL OCCUR PRIOR TO CONCEALING THE FRAMING AND/OR AS DESIGNATED

IN THE CONTRACT DOCUMENTS.

63. COORDINATE ALL OWNER SUPPLIED AND CONTRACTOR INSTALLED ITEMS AS WELL AS ALL

OWNER PROVIDED ITEMS PRIOR TO CONCEALING THE FRAMING. THE CONTRACTOR SHALL

PROVIDE ALL BLOCKING REQUIRED FOR THESE ITEMS. CONTRACTOR TO INSTALL ALL OWNER

FURNISHED EQUIPMENT ACCORDING TO MANUFACTURERS' INSTRUCTIONS.

64. INSTALL FIRE RETARDANT WOOD BLOCKING IN ALL NEW AND EXISTING PARTITIONS TO RECEIVE

TV DISPLAYS, MILLWORK, SHELVING, WHITE BOARDS, SLAT WALL, WALL HUNG FURNITURE,

ARTWORK, EQUIPMENT, SIGNAGE, AND LIGHT FIXTURE AS REQUIRED.

65. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS INCURRED FOR DAMAGES CAUSED

BY THEIR SUBCONTRACTORS, INCLUDING SITE DAMAGES.

66. THE CONTRACTOR SHALL PROVIDE ALL THE DRAWINGS, COMPLETED PAPERWORK,

CERTIFICATES OF INSPECTION AND SHALL PERFORM ALL THE CONTROLLED INSPECTIONS AS

REQUIRED FOR BUILDING DEPARTMENT SIGN OFF.

67. UPON COMPLETION OF THE JOB, THE CONTRACTOR SHALL SUBMIT CERTIFICATES ON

INSPECTION AND A CERTIFICATE OF SUBSTANTIAL COMPLETION (A.I.A. DOCUMENT /-704)

INCLUDING ALL AS-BUILT DRAWINGS, OPERATION MANUALS AND TRAINING.

GENERAL NOTES CONT. GENERAL NOTES CONT.

GENERAL ENERGY NOTES

1. ALL BUILDING ENVELOPE ELEMENTS THAT CONTAIN MATERIALS WHICH ARE CAPABLE OF

ABSORBING OR TAKING UP AND HOLDING MOISTURE SHALL BE PROTECTED BY A VAPOR BARRIER

RETARDER LOCATED ON THE WARM SIDE OF THE INSULATION.

2. INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES CONTINUITY OF INSULATION AT

PLATE LINES, SILL LINES, BAND JOISTS, AND CORNERS.

3. ALL JOINTS AND OPENINGS IN THE BUILDING ENVELOPE SYSTEM INCLUDING, BUT NOT LIMITED TO, THE PERIMETER AROUND WINDOWS AND DOOR FRAMES, BETWEEN WALLS AND ROOF/ CEILINGS, BETWEEN WALLS, FLOORS, AND FOUNDATIONS, BETWEEN WALL PANELS, AT UTILITY SERVICE

PENETRATIONS AND BETWEEN DISSIMILAR MATERIALS SHALL BE CAULKED, GASKETED,

WEATHERSTRIPPED, OR OTHERWISE SEALED.

4. ALL DOORS AND WINDOW "U" AND "R" VALUES AND INFILTRATION VALUES SHALL COMPLY WITH

THE CURRENT APPLICABLE STATE ENERGY CONSERVATION CONSTRUCTION CODE.

1. SEE ALL DRAWINGS FOR ADDITIONAL NOTES AND SPECIFICATIONS.

2. OBJECTS SHOWN ON DEMOLITION PLANS WITH A "DASHED" LINE ARE TO BE REMOVED, AS A

"SYSTEM" IN THEIR ENTIRETY BACK TO SOUND STRUCTURE. COORDINATE WITH ALL GENERAL

DEMOLITION NOTES, KEYED DEMOLITION NOTES AND ALL ENGINEERING DRAWINGS.

3. THE CONTRACTOR SHALL COORDINATE ALL PHASES OF DEMOLITION FOR PROJECT AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR CONFLICTING CONDITIONS WHICH WOULD INTERFERE WITH THE SATISFACTORY COMPLETION OF "THE WORK", PRIOR TO THE START OF DEMOLITION.

4. THE CONTRACTOR SHALL MAINTAIN AND PROTECT EXISTING UTILITIES TO REMAIN IN SERVICE

BEFORE PROCEEDING WITH DEMOLITION, PROVIDE BYPASS CONNECTIONS TO OTHER PARTS OF

THE BUILDING AS REQUIRED.

5. THE CONTRACTOR SHALL MAINTAIN LIFE SAFETY SERVICES AND FIRE EXTINGUISHERS

THROUGHOUT DEMOLITION PHASE AS REQUIRED.

6. THE CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY IN WRITING OF ANY DISCREPANCIES

IN THE DRAWINGS REGARDING THE REMOVAL OF LOAD BEARING STRUCTURAL ELEMENTS NOT

DOCUMENTED OR DETAILED.

7. OWNER RESERVES THE RIGHT TO KEEP ANY ITEMS IDENTIFIED TO BE REMOVED OR SALVAGED.

CONTRACTOR IS TO COORDINATE IDENTIFIED ITEMS WITH THE OWNER AT THE START OF EACH

DEMOLITION PHASE. CAREFULLY SALVAGE ITEMS IDENTIFIED BY THE OWNER AND DELIVER THEM

TO LOCATION INDICATED BY OWNER.

8. THE CONTRACTOR SHALL CONDUCT ALL WORK IN CONFORMANCE WITH LANDLORD'S

REQUIREMENTS FOR DEMOLITION AND CONSTRUCTION.

9. THE CONTRACTOR IS RESPONSIBLE TO REPAIR AND/OR REPLACE ANY DAMAGE IN THE

SURROUNDING AREAS CAUSED BY DEMOLITION AND CONSTRUCTION IN” AREA OF WORK”.

10. ALL EXISTING WALLS, COLUMNS, AND PERIMETER PIERS TO REMAIN IN "AREA OF WORK" ARE TO

BE PATCHED AND REPAIRED TO RECEIVE NEW FINISHES.

11. ALL CONTRACTORS ARE TO COORDINATE WITH BUILDING OWNER THE USE OF ELEVATORS AND

SERVICES, AND TO CONFORM TO ALL BUILDING REGULATIONS WITH REGARD TO DEMOLITION.

12. SEE ENGINEERING DRAWINGS AND NOTES FOR ADDITIONAL DEMOLITION REQUIREMENTS WHEN REFERRING TO HVAC, SPRINKLER, PLUMBING, ELECTRICAL, FIRE ALARM AND COMMUNICATION.

"SYSTEM" SHALL MEAN EVERYTHING NEEDED TO SUPPORT OR TO BE PART OF "THE SYSTEM"

INCLUDING BUT NOT LIMITED TO FASTENERS, POWER SUPPLY SYSTEMS, HVAC SYSTEMS,

PLUMBING SYSTEMS AND ADHESIVES TO THE FULLEST EXTENT POSSIBLE.

13. DEMOLITION CONTRACTOR TO CONSULT WITH BUILDING OWNER WHEN REMOVING CONDUITS

AND CABLES THAT MAY BE ACTIVE. IF SERVICE IS DISRUPTED CONTRACTOR T0 INCLUDE ALL

REPAIRS AS REQUIRED TO ANY CABLES AND CONDUITS.

14. ANY AND ALL ELECTRICAL/DATA AND TELEPHONE DEVICES, WIRING, CABLES, CONDUITS, ETC. TO BE REMOVED SHALL BE REVIEWED BY BUILDING OWNER, CLIENT CONSULTING ENGINEER AND ANY

OTHER CONSULTANT DEEMED NECESSARY PRIOR TO ANY WORK.

15. REMOVAL OF SUCH ELECTRICAL EQUIPMENT SHALL BE DONE IN SUCH A WAY AS TO ALLOW THE

OPERATIONS OF ADJACENT FLOORS TO CONTINUE WITHOUT INTERRUPTION OF ANY SERVICE

DURING DEMOLITION AND CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS

NEEDED IN ORDER TO COMPLY WITH THIS REQUIREMENT.

16. ALL CONTRACTORS SHALL COORDINATE ALL REMOVALS WITH ALL OTHER TRADES.

17. CONTRACTOR SHALL PROTECT THE BUILDING INTERIOR FROM WEATHER AND WATER LEAKAGE

AND DAMAGE.

18. CONTRACTOR TO PROVIDE ADEQUATE BRACING AND SUPPORTS AS REQUIRED TO ENSURE THE

STRUCTURAL INTEGRITY OF THE EXISTING BUILDING TO REMAIN AS REQUIRED.

19. ALL MAJOR DEMOLITION AND NOISE CREATING WORK SHALL NOT OCCUR WITHIN THE HOURS OF 6 PM TO 7 AM DURING THE WEEK, UNLESS AGREED TO OTHERWISE IN WRITING BY CLIENT AND

BUILDING OWNER.

20. CAP ALL ABANDONED PIPING AND CONDUIT TO PREVENT POSSIBLE PASSAGEWAYS FOR

RODENTS, FIRE, OR GASES. COORDINATE WORK WITH ALL TRADES.

21. ALL ABANDONED POKE-THROUGHS IN THE SLAB SHALL BE PATCHED AND FILLED PER

STANDARDS AS STATED IN THE BUILDING RULES AND REGULATIONS, AND PER ALL LOCAL CODES.

22. FILL ALL UNUSED SLAB PENETRATIONS WITH PROPER STRUCTURAL AND FIRE RATED

REQUIREMENTS.

23. ALL LAYERS OF FLOOR FINISHES SCHEDULED FOR REMOVAL SHALL BE REMOVED DOWN TO

BASE SUB-FLOOR. ALL SUB-FLOORING SCHEDULED TO RECEIVE FLOORING SHALL BE STRIPPED OF

ALL SEALANTS, MASTICS, GREASE, AND PAINT. NOTIFY ARCHITECT PRIOR TO REMOVAL TO

ADDRESS BEST PRACTICE TO MOVE FORWARD.

24. REPAIR AND PATCH ALL SURFACES DAMAGED BY "THE WORK" TO MATCH AND TO BLEND INTO THE EXISTING ADJACENT SURFACE MATERIALS AND FINISHES, FLUSH AND SMOOTH. FOLLOWING

THE PROCEDURES OF THE PROJECT MANUAL.

25. PROVIDE BLOCKING OR SHORING AS REQUIRED TO SUPPORT BUILDING SYSTEMS PRIOR TO

DEMOLITION OF MASONRY OR NON - MASONRY BEARING WALLS OR SUPPORT STRUCTURES AS

REQUIRED.

26. THE CONTRACTOR TO REMOVE ANY AND ALL DOORS, FRAMES AND HARDWARE IN THE

EFFECTED AREAS. CONTRACTOR SHALL CONSULT WITH BUILDING OWNER FOR ANY

DOORS/FRAMES OR HARDWARE THAT THE OWNER MIGHT WANT TO REUSE.

27. THE CONTRACTOR SHALL MAINTAIN A SAFE, SECURE AND CLEAN SITE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS THROUGHOUT THE ENTIRETY OF "THE WORK", AT NO ADDITIONAL COST TO THE OWNER. AT A MINIMUM THE SITE IS TO BE SECURELY LOCKED WHEN

UNOCCUPIED AND BROOM SWEPT ON A DAILY BASIS AND SAFE OF LOOSE DEBRIS.

28. THE CONTRACTOR IS RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL DEBRIS AND

DISCARDED MATERIALS AND/OR EQUIPMENT AS INDICATED WITHIN THE SPACE. THE CONTRACTOR

MUST KEEP ALL DEBRIS REMOVED FROM SITE SEPARATE FROM THE BUILDING TRASH AND

PROVIDE DUMPSTERS THROUGH OUT CONSTRUCTION UNTIL PROJECT CLOSEOUT. LOCATE

DUMPSTERS IN THE LOCATION DESIGNATED BY THE OWNER. PROMPTLY REPLACE DUMPSTERS

WHEN THEY ARE FULL AND WHEN "THE WORK" HAS BEEN COMPLETED.

29. THE CONTRACTOR TO COORDINATE WITH THE BUILDING OWNER AS TO THE PROTECTION

AND/OR STORAGE OF ANY ITEMS TO BE SAVED FROM DEMOLITION.

30. THE CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING ITEMS TO REMAIN (I.E. PLUMBING

FIXTURES, WINDOWS. CONVECTOR COVERS’ WALLS, CEILINGS, FLOORS, WINDOW TREATMENTS,

AND EXPOSED FINISHES, ETC.) THROUGHOUT THE COURSE OF THE JOB AND REPAIR DAMAGE AS

REQUIRED.

31. ASBESTOS NOTE: THE ABATEMENT OF ASBESTOS MATERIAL IS EXCLUDED FROM THIS PROJECT

AND WILL BE CONTRACTED SEPARATELY, IF REQUIRED. ANY ITEMS ENCOUNTERED IN THE

DEMOLITION SUSPECTED OF CONTAINING HAZARDOUS MATERIALS SHALL BE BROUGHT TO THE

OWNERS ATTENTION, FOR PROPER IDENTIFICATION AND DISPOSAL OF BY THE OWNERS

DESIGNATED FORCES.

32. LEAD PAINT NOTE: IF PAINT IS NOT TESTED, CONTRACTOR TO ASSUME MATERIAL IS HOT AND

THE CONTRACTOR SHALL FOLLOW LOCAL, STATED AND FEDERAL CODES ON RECOMMENDATIONS

FOR REMOVAL.

Additional Code Provisions

Life Safety Plan Legend

SURFACE MOUNT FIRE

EXTINGUISHER (BY OWNER)

PATH OF TRAVEL

ACCESSIBLE FEATURE

TRAVEL DISTANCE START

POINT

FESTORAGE / MECHANICAL

AREAS (300 SF)

1. THERMAL AND SOUND INSULATING MATERIALS: ALL INSULATING MATERIALS SHALL HAVE A FLAME SPREAD INDEX OF

NOT MORE THAN 25 AND A SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450 WHEN TESTED IN ACCORDANCE WITH ASTM

E 84-2007 or UL 723-2003.

2. FIRE EXTINGUISHERS SHALL BE MOUNTED 42" MAXIMUM A.F.F. SEE LIFE SAFETY PLAN FOR EXTINGUISHER LOCATIONS

Design Criteria

BUILDING CODE IBC 2018

SNOW

GROUND SNOW LOAD (PSF): 40

SNOW IMPORTANANCE: 1.00

THERMAL COEFFICENT: 1.20

SNOW EXPOSURE FACTOR: 1.0000

SLIPPERY ROOF: N

ROOF SNOW LOAD (PSF) 34

WIND

ULTIMATE WIND SPEED (MPH): 115 MPH

OCCUPANCY CATEGORY: ll

IMPORTANCE WIND: N/A

WIND EXPOSURE: B

ENCLOSED CLASSIFICATION C

2868 SF

GARAGE

HEATED STORAGE BAY COLD STORAGE BAY

EXIT TRAVEL DISTANCE 1 :

ALLOWABLE TRAVEL DISTANCE: 300' - 0"

ACTUAL TRAVEL DISTANCE: 60' - 0"

EXIT TRAVEL DISTANCE 2 :

ALLOWABLE TRAVEL DISTANCE: 300' - 0"

ACTUAL TRAVEL DISTANCE: 85' - 0"

EXIT 1 :

REQUIRED MIN WIDTH : 32"

PROVIDED WIDTH : 36"

FE

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EXIT 1:

PLOT DATE:

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Project:

Stamp:

As Noted www.C2-DesignGroup.com

24 Airport Road Schenectady, ny 12302

Sheet Number:

518.320.8250

Design Group

NOT FOR

CONSTRUCTION

10/7/2025 2:06:54 PM

59 Hetcheltown Rd, Schenectady, NY 12302

BID SET | RFB 2025-39R

C2 Architecture

10/07/2025

New Construction For:

Owner:

Schenectday County Glendale Home 620 State Street Schenectady, NY 12305

Architect:

C2 Architecture 24 Airport Road Schenectady, NY 12302

MEP Engineer:

Engineered Solutions 646 Plank Road, Suite 104 Clifton Park, NY 12065

Civil Engineer:

Engineering Ventures 368 Broadway, Suite 11 Saratoga Springs, NY 12866

Life Safety Plan & General Notes

GLENDALE NURSING

HOME GARAGE

G200TRUE

NORTH

PROJECT

NORTH

SCALE:G200 1/8" = 1'-0"

1 Life Safety Plan

No. REVISION # DATE:

2,890

LOCAL CODE (STATE): NYBC 2020

- RFB 2025-39R

ALTERNATE #3 - DEMOLISH AND REMOVE EXISITNG GARAGE

INCLUDING EXISITNG SLAB. SEE NOTES ON PLAN.

10/7/2025

ALTERNATE #3

jackson Text Box REMOVE GARAGE STRUCTURE INCLUDING SLAB TO -1'-0" A.F.F. BACKFILL ANY EXCAVATED AREAS. TAKE PRECAUTIONS ON WEST SIDE TO PRESERVE EXISTING GRADE.

jackson Rectangle jackson Line

RFB 2025-39R

T IN

ALTERNATE #3

APPROXIMATE

FOOTPRINT OF

BACKFILL FOR

DEMOLISHED GARAGE

10/7/2025 jackson Snapshot

C501 - SITE DETAILS

SEED AND MULCHED AREAS DETAIL

FABRIC INLET PROTECTION DETAIL

ENLARGED DETAIL

SECTION

PROFILE

STONE CHECK DAM DETAIL

ASPHALT PAVEMENT DETAIL

TRENCH CROSS SECTION DETAIL

TRANSVERSE TRENCH PATCH

SINGLE LANE TRENCH PATCH

ASPHALT PAVEMENT TRENCH PATCH DETAIL

SITE BOLLARD DETAIL

SITE/EARTHWORK SPECIFICATIONS

LAWN AREA DETAIL

Site Details (1 of 2)

Bid Set | 9

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Job No:

Scale:

Date:

Sheet Title:

Drawn By:

Project:

Stamp:

www.C2-DesignGroup.com

24 Airport Road Schenectady, ny 12302

Sheet Number:

518.320.8250

Design Group

NO7 FOR

CONS7RUC7ION

C2: 2512 | EV: 25078

59 Hetcheltown Rd, Schenectady, NY 12302

Engineering Ventures, PC

New Construction For:

Owner:

Schenectady County Glendale Home 59 Hetcheltown Rd Schenectady, NY 12302

Architect:

C2 Architecture 24 Airport Road Schenectady, NY 12302

Civil:

Engineering Ventures, PC 368 Broadway, Suite 11 Saratoga Springs, NY 12866

GLENDALE NURSING

HOME GARAGE

No. REVISION # DATE:

C501

10/7/2025

A

TYPICAL STORM DRAIN TRENCH DETAIL

TYPICAL CATCH BASIN DETAIL CLEANOUT DETAIL

C502 - SITE DETAILS

STORM MANHOLE FRAME & COVER SILT FENCE DETAIL

TOPSOIL STOCKPILE AREA

CONCRETE MIX DESIGN

INSULATION OVER SHALLOW STORM PIPE

Site Details (2 of 2)

Bid Set | 9

C o p y ri g h t

C

A R

C H

IT

E

C T

U R

E

P C

T h e m a te ri a l a n d i d e a s c o n ta in e d i n t h is d o c u m e n t a re c o n fi d e n ti a l a n d a re t h e p ro p ri e ta ry p ro p e rt y o f C

A

R C

H

IT

E C

T U

R E

P

C

T h e s e m a te ri a ls a n d i d e a s s h a ll n o t b e r e le a s e d o r o th e rw is e m a d e a v a il a b le t o a n y t h ir d p a rt y o r re p ro d u c e d i n w h o le o r in p a rt w it h

Job No:

Scale:

Date:

Sheet Title:

Drawn By:

Project:

Stamp:

www.C2-DesignGroup.com

24 Airport Road Schenectady, ny 12302

Sheet Number:

518.320.8250

Design Group

NO7 FOR

CONS7RUC7ION

C2: 2512 | EV: 25078

59 Hetcheltown Rd, Schenectady, NY 12302

Engineering Ventures, PC

New Construction For:

Owner:

Schenectady County Glendale Home 59 Hetcheltown Rd Schenectady, NY 12302

Architect:

C2 Architecture 24 Airport Road Schenectady, NY 12302

Civil:

Engineering Ventures, PC 368 Broadway, Suite 11 Saratoga Springs, NY 12866

GLENDALE NURSING

HOME GARAGE

No. REVISION # DATE:

C502

A C D E F

75' - 0"

0"

HEATED STORAGE BAY COLD STORAGE BAY

G

ELECTRICAL

UNDERGROUND

ENTRANCE - SEE

ELECTRICAL DRAWINGS

A200

A200

A200

A200

5 1/2" 4' - 0 1/2" 10' - 0" 4' - 0" 10' - 0" 4' - 0" 10' - 0" 4' - 0" 10' - 0" 4' - 0" 10' - 0" 4' - 0 1/2" 5 1/2"

203 204 205 206 207

4' - 5"

3' - 6"

201200

B H

TYP.

2' - 0"

TYP.

2' - 0"

5 1 /2"

1" 5 1

/2"

101 102

0A

30' - 0"

ADD ALTERNATE #2

A500

A500

A C D E F

G

801801

802 802 802802802

B H

806 806

A C D E F

G

8"8" 8"

CONCRETE

APRON - SEE

CIVIL PLANS OVERPOUR AT DOOR

LOCATIONS

B H

C.J. C.J. C.J. C.J. C.J.

C.

J.

C.

J.

C.

J.

C.

J.

C.

J.

C.

J.

C.

J.

C.

J.

CONCRETE SLAB CONSTRUCTION

• 5" CONCRETE SLAB

• ( 4,000 PSI CONCRETE AT 28 DAYS ) W/ WWF 6X6 -

W2.9 X 2.9

• 15 MIL POLY VAPOR BARRIER

• 6" OF 3/4" DIA. STONE

• COMPACT SUB SOIL 95% PROCTOR TEST DENSITY (3,000

PSI)

L.P. L.P. L.P.

OVERPOUR AT DOOR

LOCATIONS

OVERPOUR AT DOOR

LOCATIONS

75' - 0"

4' - 6" 10' - 0" 4' - 0" 10' - 0" 4' - 0" 10' - 0" 4' - 0" 10' - 0" 4' - 0" 10' - 0" 4' - 6"

2" RIGID INSULATION CONT.

TO TOP OF FOOTING 2'-0"

UNDER PORTION OF SLAB

4' - 0"

8" C.I.P. CONCRETE

FOUNDATION WALL

(TYP.)

BOLLARDS - SEE

CIVIL PLANS

(TYP.)

T.O.S

0' - 0"

SLEEVE FOUNDATION

WALL FOR ELECTRICAL

ENTRANCE (BASE BID)

0"

General Notes

1. ALL WOOD STRUCTURE DESIGN IS BY DELEGATED DESIGN

ENGINEER. DESIGN SHALL BE IN ACCORDANCE WITH THE

CURRENT BUILDING CODE OF NEW YORK STATE AND

NOTES ON DRAWINGS. SEE DELEGATED DESIGN

DRAWINGS FOR FINAL SIZES.

2. CONCRETE FOUNDATION & SLAB BY G.C.

A C D E F

G A200

A200

A200

A200

B H

2'

- 0

803 803

A500

A500

Foundation Plan Legend

C.J. = CONTROL JOINT

E.J. = EXPANSION JOINT

T.O.S. = TOB OF SLAB

NOTE: BUILDING DOES NOT HAVE WATER OR SEWER

PLOT DATE:

C o p y r ig h t

C

A

R C

H

IT

E C

T U

R E

P

C

T h e m a t e r ia l a n d i d e a s c o n t a in e d i n t h is d o c u m e n t a r e c o n f id e n t ia l a n d a r e t h e p r o p r ie t a r y p r o p e r t y o f C

A

R C

H

IT

E C

T U

R E

P

C

T h e s e m a t e r ia ls a n d i d e a s s h a ll n o t b e r e le a s e d o r o t h e r w is e m a d e a v a il a b le t o a n y t h ir d p a r t y o r r e p r o d u c e d i n w h o le o r i n p a r t w it h o u t t h e e x p r e s s w r it t e n c o n s e n t o f C

A

R C

H

IT

E C

T U

R E

P

C

Job No:

Scale:

Date:

Sheet Title:

Drawn By:

Project:

Stamp:

As Noted www.C2-DesignGroup.com

24 Airport Road Schenectady, ny 12302

Sheet Number:

518.320.8250

Design Group

NOT FOR

CONSTRUCTION

10/7/2025 2:06:54 PM

59 Hetcheltown Rd, Schenectady, NY 12302

BID SET | RFB 2025-39R

C2 Architecture

10/07/2025

New Construction For:

Owner:

Schenectday County Glendale Home 620 State Street Schenectady, NY 12305

Architect:

C2 Architecture 24 Airport Road Schenectady, NY 12302

MEP Engineer:

Engineered Solutions 646 Plank Road, Suite 104 Clifton Park, NY 12065

Civil Engineer:

Engineering Ventures 368 Broadway, Suite 11 Saratoga Springs, NY 12866

Plans

GLENDALE NURSING

HOME GARAGE

A100TRUE

NORTH

PROJECT

NORTH

SCALE:A100 1/8" = 1'-0"

2 First Floor Plan

SCALE:A100 1/8" = 1'-0"

3 Reflected Ceiling Plan

Ceiling/Roof Plan Keynote

801 EXPOSED STRUCTURE - NO INSULATION

DASHED LINE INDICATES OUTLINE OF OVERHEAD

DOOR. CONTRACTOR TO PROVIDE PROPER SUPPORTS

FOR OVERHEAD DOOR TRACKS FOR MOUNTING TO

B.O. TRUSSES.

GUTTER AND DOWNSPOUT- SEE CIVIL DWGS. FOR SITE

DRAINAGE

804 RIDGE VENT

(2) ROWS SNOW GUARDS AT 2'-0" O.C., STAGGERED

(BY G.C.)

LOUVER - SEE MECHANICAL DWGS. ADD ALTERNATE

#2

SCALE:A100 1/8" = 1'-0"

1 Foundation Plan

Floor Plan Keynote Legend

ELECTRICAL SERVICE, CONDUIT THROUGH

FOUNDATION AND STUB-UP IS BASE BID. COORDINATE

WITH THE WORK. SEE ELECTRICAL DRAWINGS.

SCALE:A100 1/8" = 1'-0"

4 Roof Plan

T.O. SLAB

0' - 0"

A C D E F G

206206206206206208 208 208

203 204 205 206 207

B.O. TRUSS HEEL

11' - 3"

B H

TYP. TYP.

H.P.

GUTTER HIGH POINT

FINISHED GRADE - SEE CIVIL DRAWINGS

A500

205 205 205

10"

T.O. SLAB

0' - 0"

1 2

B.O. TRUSS HEEL

11' - 3"

FINISHED GRADE - SEE CIVIL DRAWINGS

T.O. SLAB

0' - 0"

ACDEFG

B.O. TRUSS HEEL

11' - 3"

BH

H.P.

GUTTER HIGH POINT

FINISHED GRADE - SEE CIVIL DRAWINGS

A500

10"

T.O. SLAB

0' - 0"

B.O. TRUSS HEEL

11' - 3"

FINISHED GRADE - SEE CIVIL DRAWINGS

Details

1 15/16"

1 9/16"

VARIES

PAINTED HM FRAME

SCHEDULED WALL

1/ 2"

3/4" ENGAGEMENT

TH

ICK

NE

SS

MA

TC

H W

AL

L

2" 5/8"

J1

VARIES

SCHEDULED WALL

THICKNESS

MATCH WALL

2" 5/8

1 15/16" 1 9/16"

1/2"

3/4" ENGAGEMENT

H1

Door Types

PER SCHEDULE

TY

PIC

AL

FO

R A

LL

DO

OR

S

PE

R S

CH

ED

UL

E

F OHD

PE

R S

CH

ED

UL

E

PER SCHEDULE

DOOR WIDTH

SCHEDULED

2"

2" 2"

PE

R S

CH

ED

UL

E

Frame Types

GENERAL HARDWARE NOTES:

1. HARDWARE SETS LISTED ARE TO BE USED AS A BASIS OF DESIGN AND ARE NOT ALL INCLUSIVE OF COMPONENTS NEEDED FOR A FULLY

FUNCTIONAL HARDWARE SET. GC SHALL PROVIDE SUBMITTAL FOR OWNER APPROVAL, FOR FULLY FUNCTIONAL SET. FINAL SELECTIONS SHALL

BE APPROVED BY THE OWNER.

2. COORDINATE KEYING WITH OWNER PRIOR TO ORDERING

3. EXTERIOR HARDWARE SHALL BE GRADE 1. INTERIOR HARDWARE SHALL BE GRADE 2.

4. DOOR HARDWARE BY CONTRACTOR SUPPLIER, UNLESS NOTED OTHERWISE.

PASSAGE:

(3) EA STANDARD HINGES

(1) EA LEVER SET

(3) EA SILENCERS, COLOR TO

MATCH FRAME

ENTRY:

(3) EA STANDARD HINGES

(1) EA LEVER SET

(1) EA SURFACE CLOSER

(1) EA OVERHEAD STOP

(1) EA WEATHER STRIPPING, ZERO

(1) EA DRIP CAP

(1) EA THRESHOLD:THERMALLY BROKEN ALUMINUM THRESHOLD, ZERO

Hardware Schedule

GARAGE:

(1) EA LIGHT-DUTY COMMERCIAL DOOR OPERATOR

(2) EA SINGLE BUTTON SECURITY REMOTE CONTROL

(1) EA JACKSHAFT WITH MANUAL CHAIN HOIST

Door Notes

GENERAL DOOR NOTES:

1. REFER TO SPECIFICATIONS FOR MANUFACTURER AND MODEL

GENERAL HARDWARE NOTES:

1. COORDINATE KEYING AND CORES WITH OWNER.

2. NEW HARDWARE SHALL BE GRADE 1 - HIGH TRAFFIC

FF = FACTORY FINISH

PT = PAINT IN FIELD

OHD = OVERHEAD DOOR

HM = HOLLOW METAL

ABBREVIATION

PLOT DATE:

C o p y r ig h t

C

A

R C

H

IT

E C

T U

R E

P

C

T h e m a t e r ia l a n d i d e a s c o n t a in e d i n t h is d o c u m e n t a r e c o n f id e n t ia l a n d a r e t h e p r o p r ie t a r y p r o p e r t y o f C

A

R C

H

IT

E C

T U

R E

P

C

T h e s e m a t e r ia ls a n d i d e a s s h a ll n o t b e r e le a s e d o r o t h e r w is e m a d e a v a il a b le t o a n y t h ir d p a r t y o r r e p r o d u c e d i n w h o le o r i n p a r t w it h o u t t h e e x p r e s s w r it t e n c o n s e n t o f C

A

R C

H

IT

E C

T U

R E

P

C

Job No:

Scale:

Date:

Sheet Title:

Drawn By:

Project:

Stamp:

As Noted www.C2-DesignGroup.com

24 Airport Road Schenectady, ny 12302

Sheet Number:

518.320.8250

Design Group

NOT FOR

CONSTRUCTION

10/7/2025 2:06:55 PM

59 Hetcheltown Rd, Schenectady, NY 12302

BID SET | RFB 2025-39R

C2 Architecture

10/07/2025

New Construction For:

Owner:

Schenectday County Glendale Home 620 State Street Schenectady, NY 12305

Architect:

C2 Architecture 24 Airport Road Schenectady, NY 12302

MEP Engineer:

Engineered Solutions 646 Plank Road, Suite 104 Clifton Park, NY 12065

Civil Engineer:

Engineering Ventures 368 Broadway, Suite 11 Saratoga Springs, NY 12866

Building Elevations & Schedules

GLENDALE NURSING

HOME GARAGE

A200

Door Schedule Door No.

LOCATION

DOOR FRAME

Hardware Comments Door No.

Width Height Thk. Material Finish Type Glazing Material Finish Type Head Jamb Sill

200 ENTRY / HEATED STORAGE BAY 101 3' - 0" 7' - 0" 0' - 1 3/4" HM FF F - HM PT 1 H1 J1 - ENTRY INSULATED DOOR & FRAME 200

201 HEATED STORAGE BAY / COLD STORAGE BAY 3' - 0" 7' - 0" 0' - 1 3/4" HM PT F - HM PT 1 H1 J1 - PASSAGE INSULATED DOOR & FRAME 201

203 EXTERIOR / HEATED STORAGE BAY 10' - 0" 9' - 0" 0' - 2" STEEL FF OHD INSUL - FF - - - - GARAGE INSULATED DOOR 203

204 EXTERIOR / HEATED STORAGE BAY 10' - 0" 9' - 0" 0' - 2" STEEL FF OHD INSUL - FF - - - - GARAGE INSULATED DOOR 204

205 EXTERIOR / COLD STORAGE BAY 10' - 0" 9' - 0" 0' - 2" STEEL FF OHD INSUL - FF - - - - GARAGE - 205

206 EXTERIOR / COLD STORAGE BAY 10' - 0" 9' - 0" 0' - 2" STEEL FF OHD INSUL - FF - - - - GARAGE - 206

207 EXTERIOR / COLD STORAGE BAY 10' - 0" 9' - 0" 0' - 2" STEEL FF OHD INSUL - FF - - - - GARAGE - 207

SCALE:A200 1/8" = 1'-0"

3 South Building Elevation

SCALE:A200 1/8" = 1'-0"

4 West Building Elevation

SCALE:A200 1/8" = 1'-0"

1 North Building Elevation

SCALE:A200 1/8" = 1'-0"

2 East Building Elevation

Exterior Elevation Keynote Legend

VINYL SIDING, SEE SPECS FOR ADDITIONAL

INFORMATION

202 NOT IN USE

GUTTER AND DOWNSPOUT, SEE SPECS FOR

ADDITIONAL INFORMATION

TWO ROWS OF SURFACE MOUNT CLEAT SNOW

GUARDS, SEE SPECS FOR ADDITIONAL INFORMATION

205 WALL PACK LIGHT FIXTURE - ALTERNATE #1

INSULATED OVERHEAD DOOR, SEE SPEC FOR

ADDITIONAL INFORMATION

EXTERIOR METAL DOOR, SEE SPECS FOR ADDITIONAL

INFORMATION

CONCRETE FILLED BOLLARD (8) TYP. SEE CIVIL FOR

DETAILS

209 RIDGE VENT

210 LOUVER - SEE MECHANICAL DWGS. ALTERNATE #2

Finish Schedule Room

Number Room Name

Floor All Walls Ceiling Comments

Material Finish Material Finish Base Material Finish

101 HEATED STORAGE BAY CONC. SEAL PLYWOOD - - - - -

102 COLD STORAGE BAY CONC. SEAL PLYWOOD - - - - -

0A PARTITION TYPE: 0A 0 HR

N/AUL DESIGN NO.STC RATING N/A

R-19 FIBERGLASS

BATT

INSULATION

2x6 WOOD STUD

FRAMING AT 16" O.C.

ANCHOR BOLTS - 1/2" Ø HILTI

KWIK BOLT EXP. ANCHOR @

4'-0" O.C. (4 3/4" EMBED) TYP.

1/2 " T

YP

VAPOR BARRIER

1/2 " T

YP

FIN. SLAB

H

EA

TE

D

S

TO

R A

G E

B

Y

C O

LD

STO

R A

G E

B A

Y 102

2x6 TOP PLATE. -

SECURE TO B.O.

TRUSS (TYP.)

1/2" CDX PLYWOOD

HOLD

PLYWOOD

1/2" OFF OF

FLOOR (TYP.)

P.T. BOTTOM PLATE6 1/2"

TRUSS BOTTOM

CHORD OR 2X

BLOCKING

T.O. SLAB

0' - 0"

B.O. FOOTING

-4' - 0"

8" 8" 8"

4"…