KATHY HOCHUL

Governor WILLOW BAER

Acting Commissioner

NOTE: OPWDD is not responsible for any late, lost or misdirected submissions.

REQUEST FOR QUOTE

July 14, 2026

Project #: CD # 24060 PROJECT TITLE AND ADDRESS: Front Stairs & Sidewalk Replacement 28 24th Street Troy NY 12180

The Capital District DDSO is seeking bids/quotes for the above referenced project (see attached specifications).

If you are interested in bidding on this project, a SITE VISIT for this project is MANDATORY. Please RSVP to Brooklyn.CMM.Bids@opwdd.ny.gov if you plan on attending. To allow time to sign in, it is recommended that you arrive to the site visit 10 minutes prior to the scheduled time.

SITE VISIT DATE: 07/24/2026 SITE VISIT TIME: 10:00 AM

QUESTIONS DEADLINE DATE: 07/28/2026 QUESTIONS DEADLINE TIME: 2:30PM

BID DEADLINE DATE: 08/07/2026 BID DEADLINE TIME: 2:30 PM

BIDS MUST BE SUBMITTED TO: Discretionary Procurement Unit (DPU)

Email: Brooklyn.CMM.Bids@opwdd.ny.gov Phone: 718-264-5288/3915/3918

If this bid includes work completed by a sub-contractor, the sub-contractor bid form must also be completed on page 3.

If the site visit is MANDATORY you must sign in at the site visit for your bid to be valid. Please write clearly for communication purposes and ensure your email address is clearly written. Contractors are encouraged to ask questions regarding the specifications of this project at the site visit.

The purpose of asking questions during the site visit is to obtain clarification regarding the enclosed Project Scope. In the event that modifications are needed to the Project Scope, the modifications will be distributed by the CAPITAL DISTRICT DDSO Business Office to all contractors as an ADDENDA. Contractors are to prepare and submit their quotes based on the written Project Scope and any modifications made in writing through the ADDENDA.

The Capital District DDSO is a tax-exempt state agency. A tax-exempt certificate will be supplied upon request.

This is a NYS Public Works Project and Prevailing Wages MUST be paid.

NYS Department of Labor PRC # for this project is: PRC# 2026020570

To locate the web page to enter the above PRC # and obtain wages rates visit https://dol.ny.gov/public-work-and-prevailing-wage. Under Prevailing Wage you would select “View a previously requested wage schedule” and enter the above referenced

PRC #.

Prevailing Wages and Certified Payroll:

NYS Labor Law requires that all contracted employees preforming maintenance, repairs or capital improvements in state owned buildings receive the prevailing wage and supplements rate for the occupation in which they are working. If this is a public work contract covered by Article 8 of the Labor Law or building service contract covered by Article 9 thereof, neither Contractor’s employees nor employees of its subcontractors may be required or permitted to work more than the number of hours or days stated in said statutes, except as otherwise provided in the Labor Law as set forth in prevailing wage and supplement schedules issued by the State Labor Department. Starting December 31, 2025, all contractors and subcontractors working on projects covered by Article 8 of NYS Labor Law must electronically provide certified payroll records to the New York State Department of Labor through the Certified Payroll portal. Payroll information must be reported every 30 days. In addition, and at this time certified payroll record/s MUST be submitted at the time of invoicing. For your reference: Electronic Payroll Submission | Department of Labor

**If you need assistance understanding prevailing wages. Please contract NYS Dept. Of Labor @ (518) 457-9000** mailto:Brooklyn.CMM.Bids@opwdd.ny.gov mailto:Brooklyn.CMM.Bids@opwdd.ny.gov https://dol.ny.gov/public-work-and-prevailing-wage https://dol.ny.gov/public-work-and-prevailing-wage https://gcc02.safelinks.protection.outlook.com/?url=https%3A%2F%2Fwww.nysenate.gov%2Flegislation%2Flaws%2FLAB%2FA8&data=05%7C02%7CVashisti.D.Kowlessar%40opwdd.ny.gov%7Cfff666b9466c46f77e4e08de4f8771c1%7Cf46cb8ea79004d108ceb80e8c1c81ee7%7C0%7C0%7C639035640298998594%7CUnknown%7CTWFpbGZsb3d8eyJFbXB0eU1hcGkiOnRydWUsIlYiOiIwLjAuMDAwMCIsIlAiOiJXaW4zMiIsIkFOIjoiTWFpbCIsIldUIjoyfQ%3D%3D%7C0%7C%7C%7C&sdata=e2M0SYpannILJKu%2BIcd6mywtACx8LRn5JyIlf6DcJzU%3D&reserved=0 https://gcc02.safelinks.protection.outlook.com/?url=https%3A%2F%2Fdol.ny.gov%2FElectronic-Payroll&data=05%7C02%7CVashisti.D.Kowlessar%40opwdd.ny.gov%7Cfff666b9466c46f77e4e08de4f8771c1%7Cf46cb8ea79004d108ceb80e8c1c81ee7%7C0%7C0%7C639035640299041493%7CUnknown%7CTWFpbGZsb3d8eyJFbXB0eU1hcGkiOnRydWUsIlYiOiIwLjAuMDAwMCIsIlAiOiJXaW4zMiIsIkFOIjoiTWFpbCIsIldUIjoyfQ%3D%3D%7C0%7C%7C%7C&sdata=usZjjLcb07fLucsOAjWrGpg7Y6lqrzpJa8EJXoU7y%2BM%3D&reserved=0 https://gcc02.safelinks.protection.outlook.com/?url=https%3A%2F%2Fdol.ny.gov%2FElectronic-Payroll&data=05%7C02%7CVashisti.D.Kowlessar%40opwdd.ny.gov%7Cfff666b9466c46f77e4e08de4f8771c1%7Cf46cb8ea79004d108ceb80e8c1c81ee7%7C0%7C0%7C639035640299041493%7CUnknown%7CTWFpbGZsb3d8eyJFbXB0eU1hcGkiOnRydWUsIlYiOiIwLjAuMDAwMCIsIlAiOiJXaW4zMiIsIkFOIjoiTWFpbCIsIldUIjoyfQ%3D%3D%7C0%7C%7C%7C&sdata=usZjjLcb07fLucsOAjWrGpg7Y6lqrzpJa8EJXoU7y%2BM%3D&reserved=0

P a g e | 2

OFFICIAL BID FORM

*** This portion MUST be completed, signed, and returned via email at the contact information that is listed above. ***

(If Applicable): The Undersigned acknowledges receipt and review of all ADDENDA to the Bidding Documents, listed by number in the space below, and is verifying that the submitted Bid Amount includes ALL Addenda items.

Addenda #: _____________________________________ Addenda #: _____________________________________

The Undersigned proposes to perform the Work required for this project and acknowledges receipt of the job specifications, NYS prevailing wages and the Appendix A – Standard clauses for state contracts.

Specifications for the following: Front Stairs & Sidewalk Replacement

28 24th Street Troy NY 12180 Due 2:30 PM 08/07/2026

Description Qty Unit Cost

Unit Extended Cost

Materials:

Labor:

Include title and number of laborers in description

Per hour Per hour Per hour Per hour Per hour

Equipment:

Overhead:

Amount MUST be valid for 60 days AFTER Bid Deadline

Itemized Materials and Labor Breakdown are required for bid to be valid

Project Total

Authorized Signature: _________________________________________________ Date: _____________________________

Print Name & Title: _____________________________________________________________________________________________________

Official Company Name: _______________________________________________________________________________________________

Mailing Address: ________________________________________________________________________________________________________

Phone #: _______________________________________________ Please circle any that apply: MWBE SDVOB

Email Address: __________________________________________________________________________________________________________

Federal ID #: ___________________________________ NYS SFS Vendor ID # ________________________________ The CAPITAL DISIRICT DDSO intends to award the contract to the most responsible and responsive vendor that provides the best value and meets the requirements detailed in the scope of work. Upon request, vendor must demonstrate relevant experience on prior projects of similar magnitude. The CAPITAL DISTRICT DDSOO reserves the right to reject any and all quotes or award based on MWBE SDVOB certification. The awarded vendor will be required to submit certificates of Liability, Automotive, Worker’s Compensation and Disability Insurance as well as a completed Lobbying Law Form. Please be prepared to submit these in a timely fashion. The CAPITAL DISTRICT DDSOO will make no concessions to the vendor for any alleged misunderstanding or deception because of quantity, quality, character, or other condition. The CAPITAL DISIRICT DDSOO’s interpretation of specifications shall be final and binding.

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SUB-CONTRACTOR BID FORM

*** This portion MUST be completed, signed, and returned via email at the contact information that is listed above. ***

(If Applicable): The Undersigned acknowledges receipt and review of all ADDENDA to the Bidding Documents, listed by number in the space below, and is verifying that the submitted Bid Amount includes ALL Addenda items.

Addenda #: _____________________________________ Addenda #: _____________________________________

The Undersigned proposes to perform the Work required for this project and acknowledges receipt of the job specifications, NYS prevailing wages and the Appendix A – Standard clauses for state contracts.

Specifications for the following: Front Stairs & Sidewalk Replacement

28 24th Street Troy NY 12180 Due 2:30 PM 08/07/2026

Description Qty Unit Cost

Unit Extended Cost

Materials:

Labor: Per hour

Per

Equipment:

Overhead:

Amount MUST be valid for 60 days AFTER Bid Deadline

Itemized Materials and Labor Breakdown are required for bid to be valid

Project Total

Authorized Signature: _________________________________________________ Date: _____________________________

Print Name & Title: _____________________________________________________________________________________________________

Official Company Name: _______________________________________________________________________________________________

Mailing Address: ________________________________________________________________________________________________________

Phone #: _______________________________________________ Please circle any that apply: MWBE SDVOB

Email Address: __________________________________________________________________________________________________________

Federal ID #: ___________________________________ NYS SFS Vendor ID # ________________________________

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The CAPITAL DISIRICT DDSO intends to award the contract to the most responsible and responsive vendor that provides the lowest cost and meets the requirements detailed in the scope of work. Upon request, vendor must demonstrate relevant experience on prior projects of similar magnitude. The CAPITAL DISTRICT DDSOO reserves the right to reject any and all quotes. The awarded vendor will be required to submit certificates of Liability, Automotive, Worker’s Compensation and Disability Insurance as well as a completed Lobbying Law Form.

Please be prepared to submit these in a timely fashion. The CAPITAL DISTRICT DDSOO will make no concessions to the vendor for any alleged misunderstanding or deception because of quantity, quality, character, or other condition. The CAPITAL DISIRICT DDSOO’s interpretation of specifications shall be final and binding.

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NOT BIDDING STATEMENT

Project #: CD # 24060 PROJECT TITLE AND ADDRESS: Front Stairs & Sidewalk Replacement

28 24th Street Troy NY 12180

If, upon examination of the specifications, you decide not to submit a bid, please indicate your reason below and return to the below referenced email address.

Not bidding at this time.

Reason for not bidding:

Not interested in receiving any further bids.

Reason for removal:

Print Name & Title: __________________________________________________________________________________________

Official Company Name: _____________________________________________________________________________________

Mailing Address: ______________________________________________________________________________________________

Phone #: _______________________________________________

Email Address: _________________________________________________________________________________________________

Authorized Signature: _____________________________________________________________________________

Please return by email to Brooklyn.CMM.Bids@opwdd.ny.gov

PROJECT SCOPE

DESCRIPTION:

The vendor shall provide all labor and materials necessary to complete the work in a professional manner according to scope of work and architectural drawings if supplied. Work is to be completed within 60 days of award, unless modified below. This is a NYS Public Works project, and prevailing wages are to be paid. Refer to attached specification for the following scope of work. Site must be cleaned, and all materials secured at the end of each workday. Absolutely no scraps, especially fasteners, are left unsafe. Upon completion of before removal of equipment and scaffolding, contractor is to schedule a quality control and quality assurance inspection with the Plant Superintendent or a DDSO representative.

SCOPE OF WORK includes but is not necessarily limited to the following.

• Refer to the attached designs for the demolition and repairs.

• Any deviations from the designs must be approved through Capital District DDSO first.

• Any unforeseen concerns found during this project, Capital District DDSO, must be notified before work continues.

• These designs are to be followed unless stated otherwise.

• Work is to follow all current NYS state and local building codes.

• Call before you dig. 811

Facility:

Capital District DDSO

Facility Address:

28 24th Street Troy, NY 12180

Point of Contact:

Brooklyn.CMM.Bids@opwdd.ny.gov

Contact Phone Number:

718-264-3915 / 3918

Project Title: Front Stairs & Sidewalk Replacement

Summary of Work: Removal and replacement of the front stairs and sidewalk.

GENERAL REQUIREMENTS:

1. Bid price is to include all materials, labor, disposal of materials fees and site clean-up.

Final acceptance of completed job will be provided by the appropriate Maintenance Supervisor.

2. Work is to be done between the hours of 8:00 am and 4 pm, Monday through Friday.

Contractor is advised that this is an occupied home and may be occupied during these times.

3. All tools must be always controlled, and debris, tools and materials secured and stored at the end of each workday.

4. Any unforeseen conditions that may alter the established price are to be reported to the Plant Superintendent listed above immediately upon discovery.

5. Smoking is prohibited by contractors at all residential and program sites owned by

OPWDD.

6. Prior to the commencement of the work, there shall be a meeting with DDSO Operations and Maintenance staff to discuss specific safety requirements needed to be adhered to during the work period.

7. Safety Data Sheets as applicable will be provided to the Plant Superintendent prior to the start of work and a copy maintained at the property.

8. All applicable environmental testing associated with this work will be provided to the contractor prior to start of work.

SITE VISIT

Site visits are mandatory. The site visit date is scheduled for 7/24/2026 @ 10:00 a.m. at the project site. All prospective bidders are encouraged to attend.

A. Lawn Damage/Property Damage

• If the delivery of materials or any other work necessitates the contractor, his suppliers, or sub-contractors driving on the lawn for ANY reason, the contractor shall be held responsible for the repair of the lawn.

• Personal vehicles are not parked on the grass.

• Any property damage caused by work performed is to be corrected to the condition existing prior to start of the job.

B. Continuity of Work/Communication/Scheduling

• Once the job has begun, it is to be worked on continuously until completed.

• If there are any delays, even if due to inclement weather, a Work Control Representative

MUST be contacted.

• Work must be completed within 60 days of receiving the purchase order.

C. House Safety

• The residence will be occupied during the job.

• The contractor must take all reasonable care to safeguard the residents and the staff.

• The contractor shall ensure all tools, materials and other items are picked up, removed, or stored and safely secured at the end of each workday.

• Any ladders, scaffolding or lifts used in conjunction with this job are to be stored to the satisfaction of the House Director at the end of the day.

• The work as indicated above shall be scheduled so as not to interfere with other functions of the residence. All work performed as part of this job is to be coordinated with the House Director and a DDSO representative listed above.

OWNER: NYS OFFICE FOR PEOPLE WITH

DEVELOPMENTAL DISABILITIES

ADDRESS: 28 24TH ST., TROY, NY 12180

PROJECT DATA:

PARCEL #: 101.25-3-15

ZONING: RI - RESIDENTIAL

LOT SIZE:

10890 SF - NO CHANGE

AREA OF THE PARCEL: 0.25 ACRES

BUILDING DATA:

APPROX. 2,808 SF EXISTING

APPROX. 2,808 SF PROPOSED - NO CHANGE

NO CHANGE TO EXISTING BUILDING

HEIGHTS

NO CHANGE TO EXISTING SETBACKS

BUILDING CODE INFORMATION:

CONSTRUCTION TYPE: VB - NO CHANGE

OCCUPANCY TYPE: R-3 (RESIDENTIAL)

CLASSIFICATION OF WORK:

ALTERATION LEVEL 1

GEOGRAPHICAL AND CLIMATIC

INFORMATION:

GROUND SNOW LOAD: 50 PSF

ROOF LOAD - 65 PSF

ROOMS (NON-SLEEPING) STAIRS, DECKS -

40 PSF

SLEEPING ROOMS - 30 PSF

GUARDRAILS & HANDRAILS - 200 PSF

WIND: 115 MPH

SEISMIC DESIGN CRITERIA: B SITE CLASS-

D

CLIMATE ZONE: 5 WEATHERING: SEVERE

FROST LINE DEPTH: 48”

WINTER DESIGN TEMP: -7 DEGREES F

APPLICABLE CODES:

2025 BUILDING CODE OF NEW YORK STATE

2025 ENERGY CONSERVATION CONSTRUCTION CODE

OF NEW YORK STATE

2025 FIRE CODE OF NEW YORK STATE

2025 PLUMBING CODE OF NEW YORK STATE

2025 MECHANICAL CODE OF NEW YORK STATE

2025 FUEL GAS CODE OF NEW YORK STATE

2023 NATIONAL ELECTRICAL CODE (NEC), AS ADOPTED

BY NEW YORK STATE

ICC/ANSI A117.1-2017, AS REFERENCED BY THE

BUILDING CODE OF NEW YORK STATE

ASHRAE 90.1-2019, AS REFERENCED BY THE ENERGY

CODE OF NEW YORK STATE

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.

GENERAL WORK NOTES:

DESIGNED IN ACCORDANCE WITH THE 2020 BUILDING CODE OF NEW YORK STATE, THE 2020 EXISTING BUILDING CODE OF NEW

YORK STATE.

DIMENSIONS TO, OF, AND IN EXISTING STRUCTURE SHALL BE VERIFIED IN FIELD BY CONTRACTOR.

DO NOT SCALE DRAWINGS. CONTRACTOR SHALL NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES IN DIMENSIONS BETWEEN EXISTING CONDITIONS AND / OR ARCHITECTURAL DRAWINGS AND THE STRUCTURAL DRAWINGS.

DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS.

DETAILS SHOWN ARE TYPICAL, SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESS NOTED OTHERWISE.

DIMENSION AND NOTES THAT INCLUDE THE WORD "TYPICAL" REFER TO ALL SIMILAR DETAILS UNLESS OTHERWISE STATED.

THE NOTES ON THIS DRAWING ARE TYPICAL UNLESS NOTED OTHERWISE.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING CONSTRUCTION AND SHALL PROVIDE ADEQUATE SHORING AND BRACING DURING CONSTRUCTION AND COMPLY WITH ALL APPLICABLE SAFETY REGULATIONS.

CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IN WRITING OF PROPOSED DEVIATIONS OR SUBSTITUTIONS FROM DIMENSIONS, MATERIALS, OR EQUIPMENT SHOWN ON THE DRAWINGS AND MAKE ONLY THOSE DEVIATIONS OR SUBSTITUTIONS ACCEPTED BY THE ARCHITECT/ENGINEER OR OPWDD DIRECTORS REPRESENTATIVE.

THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. CONTRACTOR SHALL BE

SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY.

ALL DOORS AND WINDOWS TO BE INSTALLED ACCORDING TO THE MANUFACTURERS PRODUCT INSTALLATION INSTRUCTIONS.

ALL ROOM FINISHES, APPLIANCES, FIXTURES, HARDWARE, TRIM AND ARCHITECTURAL DETAILS ARE TO BE INSTALLED ACCORDING TO ALL BUILDING CODES AND THE MANUFACTURERS PRODUCT INSTALLATION INSTRUCTION.

INSTALL 5/8" TYPE "X" GYPSUM ON WALLS. INSTALL MOISTURE RESISTANT GREENBOARD GYPSUM IN ALL BATH, KITCHEN, AND OTHER WET AREAS. ALL WALLS SHALL BE FINISHED, SANDING, AND SMOOTH IN PREPARTION FOR PAINTING.

ALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE STATE AND LOCAL BUILDING CODE REQUIREMENTS. DETAILS OF CONSTRUCTION UNLESS NOTED OTHERWISE SHALL BE PER THE 2020 BUILDING CODE OF NEW YORK STATE.

CONTRACTOR SHALL PERFORM ALL MISCELLANEOUS REMOVALS, MODIFICATIONS, CONSTRUCTION AND CLEAN-UP REQUIRED

TO COMPLETE THE GENERAL SCOPE OF THIS PROJECT.

PERIODIC INSPECTIONS DURING CONSTRUCTION SHALL BE MADE BY THE OPWDD DIRECTORS REPRESENTATIVE.

SUBSTITUTIONS FOR MATERIALS SPECIFIED MAY OCCUR WITH THE APPROVAL OF THE OPWDD DIRECTORS REPRESENTATIVE

AND PROJECT MANAGER.

CONTRACTOR TO BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND

SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK.

THE CONTRACTOR SHALL INDEMNIFY THE OWNER AND HIS AGENTS THROUGH ADEQUATE INSURANCE COVERAGE AGAINST ANY CLAIMS ARISING FROM INJURIES DURING CONSTRUCTION, OR FAILURE TO MAINTAIN SAFE CONDITIONS ON THE

CONSTRUCTION SITE.

IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER TO NOTIFY THE ARCHITECT/ENGINEER OF ANY DEVIATION FROM

THESE DRAWINGS.

ANY ERRORS, OMISSIONS OR DISCREPANCIES IN THESE PLANS SHALL BE REPORTED IN WRITING TO THE ARCHITECT/ENGINEER BEFORE START OF CONSTRUCTION AND SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW

ARTICLE 145, SECTION 7209.

CONTRACTOR SHALL HOLD HARMLESS THE ARCHITECT/ENGINEER, THE CONSTRUCTION MANAGER, THE OWNER AND THEIR AGENTS LOSS, DAMAGE, LIABILITY OR ANY EXPENSE ARISING IN ANY MANNER BY THE INDEPENDENT CONTRACTOR OR THEIR

RESPECTIVE EMPLOYEES, INCLUDING SHALL BE THE STATE SCAFFOLDING ACT.

THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE QUALITY AND COMPLETENESS OF THE WORK PERFORMED

IN THE FIELD.

CONTRACTOR IS TO FOLLOW ALL MANUFACTURERS PRODUCT INSTALLATION AND INSTRUCTION.

THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY DIGGING.

REVISION #:

Date

Scale

Drawn By

Reviewed By

Project No.

Sheet No.:

2 3 4

C

B

A

1 2 3 4 5

C

SIMMONS DESIGN & DEVELOPMENT, LLC.

58 MICHIGAN AVE., TROY, NY 12180

(518) 703-4945

DESIGNER:

OWNER/CLIENT:

95 HURST AVE, ALBANY, NY 12208

(518) 438-8352 cramerkeith@msn.com

KEITH A. CRAMER, ARCHITECT

CONSULTANT:

Seal

DESCRIPTION: DATE:

44 HOLLAND AVE., ALBANY, NY 12229

OFFICE OF PROPERTY SUPPORTS

& EMERGENCY SERVICES

CAPITAL DISTRICT DDSO,

500 BALLTOWN RD., SCHENECTADY NY 12304

SHEET SIZE: ARCH-D 24X36

COVER SHEET, PROJ.

DATA, SITE MAP, & GEN.

NOTES

G-001

07/06/26

SDD

KC

24th Street - Front Entry Rehab

10101

28 24TH STREET,

TROY, NY

2 PLOT PLAN

NOT TO SCALE

CITY OF TROY

NORTH

28 24th St., Troy, NY 12180

PROJECT

LOCATION

LOT #15

1 AERIAL LOCATION MAP

NOT TO SCALE

PROJECT NARRATIVE:

THIS IS AN EXISTING RESIDENTIAL BUILDING

OCCUPIED BY THE NEW YORK STATE OFFICE FOR

PEOPLE WITH DEVELOPMENTAL DISABILITIES. THE

PROJECT INVOLVES EXTERIOR REHABILITATION OF

THE FRONT ENTRY PORCH, STAIRS, SIDEWALK, AND

EGRESS PATH INCLUDING NEW WOOD-FRAMED

PORCH CONSTRUCTION OVER THE EXISTING

CONCRETE PORCH, CONCRETE STAIR AND SIDEWALK

REPAIRS, AND NEW CODE-COMPLIANT HANDRAILS AND

GUARDRAILS.

SCOPE OF WORK:

DEMO EXISTING METAL HANDRAILS AT FRONT ENTRY

STAIR AND WALKWAY AREAS

DEMO EXISTING CONCRETE SIDEWALK SLAB AT UPPER

WALKWAY APPROACH AND

DEMO EXISTING DETERIORATED CONCRETE STAIR

SECTION STAIR

REPAIR AND PATCH EXISTING CONCRETE STAIRS AND

LANDINGS AS REQUIRED

PROVIDE NEW PRESSURE TREATED WOOD-FRAMED

PORCH OVER EXISTING CONCRETE PORCH WITH TREX

DECKING. EXTEND NEW PORCH APPROXIMATELY 12"

BEYOND EXISTING EDGE WITH SUPPLEMENTAL

FRAMING/FOUNDATIONS AS REQUIRED

PROVIDE NEW WOOD-FRAMED STAIRS OVER EXISTING

CONCRETE STAIR STRUCTURE

PROVIDE NEW CONCRETE SIDEWALK AND STAIR

REPLACEMENT AT UPPER WALKWAY APPROACH AREA

PROVIDE NEW BLACK METAL CODE-COMPLIANT

HANDRAILS AND GUARDRAILS ALONG THE ENTIRE

EGRESS PATH

PROVIDE CONCRETE PATCHING, SURFACE REPAIRS,

AND SEALANT AT EXISTING STAIRS AS REQUIRED

NEW PORCH AND STAIR CONSTRUCTION TO UTILIZE

PRESSURE-TREATED WOOD FRAMING AND TREX

DECKING/RAILING COMPONENTS WHERE APPLICABLE

conwaypj Accepted For Construction

EXISTING

BLACKTOP

DRIVEWAYWORK AREA

EXISTING

CONCRETE PORCH

EXISTING

CONCRETE SIDEWALK

LANDSCAPE

EXISTING ONE STORY

WOOD FRAMED HOUSE

LANDSCAPE

LANDSCAPE

LANDSCAPE

EXISTING

CONCRETE SIDEWALK

EXIST.

CONCR.

WALKWAY

0.

0.

82.46'

90.00'

IN GROUND POOL

PATIO

PORCH

AWNING

REVISION #:

Date

Scale

Drawn By

Reviewed By

Project No.

Sheet No.:

2 3 4

C

B

A

1 2 3 4 5

C

SIMMONS DESIGN & DEVELOPMENT, LLC.

58 MICHIGAN AVE., TROY, NY 12180

(518) 703-4945

DESIGNER:

OWNER/CLIENT:

95 HURST AVE, ALBANY, NY 12208

(518) 438-8352 cramerkeith@msn.com

KEITH A. CRAMER, ARCHITECT

CONSULTANT:

Seal

DESCRIPTION: DATE:

44 HOLLAND AVE., ALBANY, NY 12229

OFFICE OF PROPERTY SUPPORTS

& EMERGENCY SERVICES

CAPITAL DISTRICT DDSO,

500 BALLTOWN RD., SCHENECTADY NY 12304

SHEET SIZE: ARCH-D 24X36

1" = 10'-0"

WORK AREA PLAN

A-001

07/06/26

SDD

KC

24th Street - Front Entry Rehab

10101

28 24TH STREET,

TROY, NY

1" = 10'-0"1 Site

DRIVEWAY

EXISTING

CONCRETE PORCH

LANDSCAPE

REMOVE EXIST.

CONCRETE WALKWAY

DOWN TO SUBBASE. PREP

FOR NEW CONCRETE

SIDEWALK.

4'

0" 2'

0"

5'

0"

REMOVE EXISTING STEEL

HANDRAILS

UP

UP

REMOVE EXISTING STEEL

HANDRAILS

LA

N

D

SC

AP

E

REMOVE EXISTING

STEEL HANDRAILS

EXISTING STRUCTURE

SAWCUT EXISTING FIRST

CONCRETE STAIR. PREP

FOR NEW CONCRETE STAIR

POUR.

8" +/- STEP UP INTO

BUILDING

INSPECT BROKEN CONCRETE PORCH AND REMOVE

LOOSE SUBSTRATE. DRILL & EPOXY NEW REBAR,

FORM, AND POUR NEW CONCRETE TO MATCH

EXISTING PORCH PROFILE.

UP

NEW P.T. 2X6 WOOD DECK FRAMING

@ 12" O.C. FASTENED TO EXISTING

CONCRETE PORCH WITH STEEL CLIP

ANGLES. DECK FEATURES TREX

BOARDS AND TREX FASCIA BOARDS.

CONCRETE PORCH TO REMAIN. SEE

SECTION 2/A-101 FOR DETAILING.

EXISTING

BLACKTOP

DRIVEWAY

LANDSCAPE

2'

0" 5'

0"

UP

UP

LA

N

D

SC

AP

E

NEW BLACK STEEL

HANDRAILS TO MATCH

EXISTING HANDRAILS.

EXISTING STRUCTURE

8" +/- STEP UP INTO

BUILDING

5' - 0"

1'

0"

N

EW

C O

N C

R . W

AL

KW

AY

6'

8"

14' - 0" +/-

5' - 0"

4'

7"

7' - 0"

2' - 0"

NEW P.T. WOOD FRAMED STAIRS

WITH TREX BOARDS @ STEPS,

TREX GUARDRAILS, AND TREX

ADA HAND RAILINGS. CONCRETE

STAIRS TO REMAIN.

NEW 5" CONCRETE SIDEWALK

UP

NEW CONCRETE STAIR

NEW BLACK STEEL HANDRAILS

TO MATCH EXISTING HANDRAILS.

ADA HANDRAIL EXT.

1' - 0"

AD

A

H

AN

D R

AI

L

EX

T.

1'

0"

AD

A

H

AN

D R

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EX

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1'

0"

1'

0" E

XT

4' - 0"

NEW TREX POSTS AND RAIL SYSTEM

WITH 4X4 PT WOOD POSTS.

A-101

PROVIDE HORIZONTAL TREX BOARD SIDING AT

SIDES OF OVER-BUILT STAIRS TO MATCH DECK

BOARDS AND STAIR TREADS. PROVIDE PT

FURRING TO SURROUNDING FRAMING/

STRUCTURE AS REQUIRED TO PROPERLY

FASTEN SIDING TO STAIR FRAMING. MAINTAIN

GAPS BETWEEN BOARDS AT 1/4" MAXIMUM TO

ALLOW AIRFLOW WHILE PREVENTING DEBRIS

FROM ENTERING BENEATH / ALONG SIDE OF

STAIRS. COORDINATE TREX COLOR AND FINISH

WITH OWNER PRIOR TO INSTALLATION.

REVISION #:

Date

Scale

Drawn By

Reviewed By

Project No.

Sheet No.:

2 3 4

C

B

A

1 2 3 4 5

C

SIMMONS DESIGN & DEVELOPMENT, LLC.

58 MICHIGAN AVE., TROY, NY 12180

(518) 703-4945

DESIGNER:

OWNER/CLIENT:

95 HURST AVE, ALBANY, NY 12208

(518) 438-8352 cramerkeith@msn.com

KEITH A. CRAMER, ARCHITECT

CONSULTANT:

Seal

DESCRIPTION: DATE:

44 HOLLAND AVE., ALBANY, NY 12229

OFFICE OF PROPERTY SUPPORTS

& EMERGENCY SERVICES

CAPITAL DISTRICT DDSO,

500 BALLTOWN RD., SCHENECTADY NY 12304

SHEET SIZE: ARCH-D 24X36

3/8" = 1'-0"

EXISTING / DEMO &

PROPOSED PLANS

A-100

07/06/26

SDD

KC

24th Street - Front Entry Rehab

10101

28 24TH STREET,

TROY, NY

3/8" = 1'-0"1 Existing / Demo Plan

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EXISTING / DEMOLITION PLAN NOTES

CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, ELEVATIONS, AND FIELD CONDITIONS

PRIOR TO STARTING WORK.

CALL DIG SAFE / 811 PRIOR TO ANY EXCAVATION, ANCHORING, OR WORK THAT MAY DISTURB BELOW-GRADE

UTILITIES.

PROTECT EXISTING BUILDING, DOORS, WINDOWS, SIDING, TRIM, LANDSCAPING, WALKWAYS, AND ADJACENT

SURFACES TO REMAIN.

REMOVE EXISTING STEEL HANDRAILS, GUARDRAILS, PIPE RAILS, POSTS, BASE PLATES, BRACKETS, FASTENERS, AND ANCHORS AT FRONT PORCH, STAIRS, LANDINGS, AND SIDEWALK AREAS AS SHOWN.

REMOVE EXISTING STEEL RAIL ANCHORS COMPLETE WHERE POSSIBLE. WHERE EMBEDDED ANCHORS CANNOT BE REMOVED WITHOUT DAMAGING CONCRETE TO REMAIN, CUT / GRIND FLUSH AND PATCH SURFACE

SMOOTH.

REMOVE EXISTING CONCRETE STEPS, SIDEWALKS, LANDINGS, AND PADS ONLY WHERE INDICATED ON

DEMOLITION PLAN.

REMOVE EXISTING LOOSE, DAMAGED, DETERIORATED, OR UNSOUND CONCRETE AT PORCH, STEPS, AND

LANDING AREAS AS REQUIRED TO PREPARE FOR NEW WORK.

EXISTING CONCRETE PORCH / STOOP TO REMAIN UNLESS SPECIFICALLY NOTED FOR REMOVAL. CLEAN, SCARIFY, AND PREPARE SURFACE FOR NEW MORTAR BED / FRAMING SYSTEM.

REMOVE EXISTING CONCRETE STEP WHERE INDICATED ON DRAWINGS.

REMOVE EXISTING WALKWAY / CONCRETE PAD AREAS ONLY WHERE SHOWN ON PLANS. SAWCUT EDGES

CLEAN AND TRUE WHERE NEW CONCRETE ABUTS EXISTING.

REMOVE ALL EXISTING EXPOSED NAILS, SCREWS, ANCHORS, SHARP EDGES, AND TRIP HAZARDS WITHIN THE

WORK AREA.

COORDINATE TEMPORARY ACCESS AND EGRESS WITH OWNER PRIOR TO BEGINNING DEMOLITION WORK.

PROVIDE TEMPORARY BARRIERS, WARNING TAPE, SIGNAGE, AND PROTECTION AS REQUIRED TO SECURE

WORK AREA DURING CONSTRUCTION.

DEMOLITION SHALL BE PERFORMED IN A CONTROLLED MANNER TO AVOID DAMAGE TO EXISTING STRUCTURE

AND FINISHES TO REMAIN.

DISPOSE OF ALL DEMOLITION DEBRIS OFF SITE IN ACCORDANCE WITH LOCAL REQUIREMENTS. DO NOT STORE

DEBRIS ON SITE UNLESS APPROVED BY OWNER.

CLEAN WORK AREA DAILY. DO NOT LEAVE LOOSE FASTENERS, SHARP MATERIALS, SCRAPS, OR DEBRIS

UNSECURED.

NOTIFY DESIGNER / OWNER'S REP IF HIDDEN DETERIORATION, STRUCTURAL DAMAGE, UNSOUND CONCRETE, ROT, OR UNSAFE CONDITIONS ARE DISCOVERED DURING DEMOLITION.

3/8" = 1'-0"2 Proposed Plan

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PROPOSED PLAN NOTES:

ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE NEW YORK STATE CODE, LOCAL

REQUIREMENTS, APPROVED DRAWINGS, AND MANUFACTURER ’S WRITTEN INSTALLATION

INSTRUCTIONS.

CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, ELEVATIONS, DOOR

THRESHOLDS, PORCH GRADES, STAIR RISERS, TREADS, LANDINGS, AND SIDEWALK CONDITIONS PRIOR

TO STARTING WORK.

PROVIDE NEW FRONT ENTRY PORCH / STAIR SYSTEM OVER EXISTING CONCRETE PORCH AND STAIR

AREAS AS SHOWN.

EXISTING CONCRETE PORCH / STOOP TO REMAIN UNLESS OTHERWISE NOTED. CLEAN, SCARIFY, AND

PREPARE EXISTING CONCRETE SURFACE TO RECEIVE NEW BONDED SLOPED MORTAR BED.

PROVIDE LATICRETE 254 PLATINUM SLURRY BOND COAT OVER PREPARED EXISTING CONCRETE PRIOR

TO INSTALLATION OF MORTAR BED.

PROVIDE LATICRETE 3701 FORTIFIED MORTAR BED OVER EXISTING PREPARED CONCRETE PORCH.

SLOPE MORTAR BED 1/4" PER FOOT AWAY FROM BUILDING WHERE FIELD CONDITIONS ALLOW; 1/8" PER

FOOT MINIMUM.

MORTAR BED SHALL BE COMPACTED, FINISHED, AND CURED IN ACCORDANCE WITH MANUFACTURER ’S WRITTEN INSTRUCTIONS. DO NOT INSTALL WATERPROOFING OR FRAMING UNTIL MORTAR BED HAS

ADEQUATELY CURED.

PROVIDE LATICRETE HYDRO BAN CEMENTITIOUS WATERPROOFING MEMBRANE OVER CURED SLOPED

MORTAR BED. APPLY TWO COATS TO MANUFACTURER-REQUIRED THICKNESS.

TURN WATERPROOFING UP AT BUILDING FACE, SIDE RETURNS, EDGES, AND TRANSITIONS WHERE

POSSIBLE. PROTECT WATERPROOFING FROM DAMAGE DURING FRAMING INSTALLATION.

PROVIDE PRESSURE-TREATED 2X6 SLEEPERS / JOISTS SET ON EDGE OVER WATERPROOFED SLOPED

MORTAR BED WHERE SHOWN.

CUT, RIP, TAPER, OR SCARF BOTTOM OF 2X6 SLEEPERS / JOISTS AS REQUIRED TO FOLLOW THE SLOPED

MORTAR BED WHILE MAINTAINING A LEVEL TOP PLANE FOR TREX DECKING INSTALLATION.

DO NOT INSTALL 2X6 SLEEPERS FLAT. SLEEPERS / JOISTS SHALL BE INSTALLED ON EDGE UNLESS

OTHERWISE NOTED.

LAYOUT SLEEPERS / JOISTS TO RUN IN THE DIRECTION OF SLOPE WHERE POSSIBLE TO MAINTAIN

POSITIVE DRAINAGE BELOW DECKING.

DO NOT EMBED WOOD FRAMING IN MORTAR. MAINTAIN OPEN DRAINAGE PATHS BELOW DECKING AND

AT LOW EDGE OF PORCH.

PROVIDE PRESSURE-TREATED WOOD RIM JOISTS, HEADERS, BLOCKING, STAIR FRAMING, AND SOLID

SUPPORTS AS SHOWN ON FRAMING PLAN.

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PROVIDE JOIST HANGERS AT JOIST-TO-RIM CONNECTIONS. USE SIMPSON STRONG-TIE ZMAX, HOT-

DIPPED GALVANIZED, OR APPROVED EQUIVALENT HANGERS SIZED TO FRAMING MEMBERS.

USE MANUFACTURER-APPROVED HANGER NAILS OR STRUCTURAL CONNECTOR SCREWS AT ALL JOIST

HANGERS. DO NOT USE DRYWALL SCREWS OR STANDARD DECK SCREWS FOR STRUCTURAL

CONNECTORS.

ALL EXTERIOR FASTENERS, ANCHORS, CONNECTORS, AND HARDWARE IN CONTACT WITH PRESSURE-

TREATED LUMBER SHALL BE HOT-DIPPED GALVANIZED, ZMAX COATED, STAINLESS STEEL, OR

APPROVED FOR EXTERIOR PRESSURE-TREATED LUMBER CONTACT.

PROVIDE TREX COMPOSITE DECKING OR APPROVED EQUAL AT PORCH, LANDING, AND STAIR SURFACES.

INSTALL BOARDS, GAPPING, FASTENERS, AND EDGES PER MANUFACTURER ’S WRITTEN INSTRUCTIONS.

TREX DECKING SHALL BE INSTALLED OVER FRAMING SPACED NOT MORE THAN 16" O.C. UNLESS

MANUFACTURER REQUIRES CLOSER SPACING.

PROVIDE TREX PROTECT JOIST & BEAM TAPE, OR APPROVED EQUAL, AT TOPS OF ALL PRESSURE- TREATED SLEEPERS, JOISTS, RIM JOISTS, BLOCKING, AND STAIR FRAMING BELOW TREX DECKING.

FIELD-TREAT ALL CUT ENDS OF PRESSURE-TREATED LUMBER WITH END-CUT WOOD PRESERVATIVE.

PROVIDE NEW CODE-COMPLIANT BLACK METAL GUARDRAILS, HANDRAILS, POSTS, BALUSTERS, AND

CONNECTIONS AT FRONT PORCH, LANDINGS, STAIRS, AND WALKWAY AREAS AS SHOWN.

PROVIDE CONTINUOUS ROUND / GRASPABLE HANDRAILS AT STAIRS WHERE REQUIRED. HANDRAILS

SHALL BE 34" MINIMUM TO 38" MAXIMUM ABOVE STAIR NOSINGS.

GUARDRAILS SHALL BE MINIMUM 36" HIGH ABOVE WALKING SURFACE UNLESS OTHERWISE REQUIRED

BY LOCAL CODE OR AUTHORITY HAVING JURISDICTION.

RAILING OPENINGS SHALL NOT ALLOW PASSAGE OF A 4" DIAMETER SPHERE, TYPICAL, UNLESS

OTHERWISE REQUIRED BY CODE.

GUARDRAIL AND HANDRAIL POSTS SHALL BE FASTENED TO SOLID BLOCKING / STRUCTURAL FRAMING.

DO NOT RELY ON TREX DECKING OR CLIP ANCHORAGE ALONE TO RESIST GUARDRAIL LOADS.

STAIR TREADS AND RISERS SHALL BE UNIFORM. FIELD VERIFY FINAL RISER LAYOUT PRIOR TO

CONSTRUCTION.

PROVIDE NEW CONCRETE SIDEWALK, PAD, OR LANDING AREAS WHERE SHOWN. SLOPE EXTERIOR

WALKING SURFACES TO DRAIN AWAY FROM BUILDING.

PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING, PORCH, STAIRS, LANDINGS, AND SIDEWALK

AREAS. DO NOT CREATE LOW POINTS OR AREAS WHERE WATER CAN POND.

SEAL, FLASH, OR PROTECT ALL BUILDING CONNECTIONS, ANCHOR PENETRATIONS, AND TRANSITIONS

TO PREVENT WATER INFILTRATION.

CONTRACTOR SHALL PROVIDE A CLEAN, SAFE, COMPLETE INSTALLATION FREE OF TRIP HAZARDS, SHARP EDGES, LOOSE FASTENERS, AND UNSUPPORTED MATERIALS.

TYPICAL STAIR DETAILS

N.T.S.

ALL PT. WOOD OR TREX

GUARD POST ATTACHMENT N.T.S.

(2) 1/2" DIA. THRU-BOLTS

w/ NUTS & WASHERS

" m in.

1s t F L.

OPENINGS SHALL NOT ALLOW

4" DIA. SPHERE TO PASS THRU

SPACE WET LUMBER CLOSER TO

ALLOW FOR SHRINKAGE

GALV. OR STAINLESS STEEL

ATTACH BALUSTERS AT TOP & BOTTOM

w/ (2) #8 WOOD SCREW OR

(2) 8d RING SHANK NAILS

2x4 OR 2x6

2x4

2x2

4x4 2" 2"

5"2.

5"

SOLID BLOCKING TO NEXT JOIST

w/ GALV. CORNER CLIPS

" m in.

U

PP

ER

F

LS

POST CAN BE ON EITHER SIDE OF

RIM JOISTS OR IN BETWEEN.

36" MIN. TREAD

"42

" 2x2 WOOD BALUS, @ 5" O.C.

(3) 2x12 STRINGERS

P.T. 2x4 RAILS w/ P.T. 4x4 POSTS @ 6'-0" O.C.

CLOSE BACK OF STEPS w/ 1x6 P.T. WOOD RISER UNDER TREAD

TO ALLOW DRAIN FOR RAIN/SNOW

1-1/2" MIN.

3 STRINGERS SIT ON

4" CONC. PAD, 3500 PSI W/

6x6 WWM' MIN. 6" STONE OR

SAND BASE, TAMPED

NEW 2X6 P.T. WOOD DECK FRAMING @ 12" O.C..

ALL DECK JOISTS SHALL BE CONNECTED TO

BAND JOISTS WITH SIMPSON JOIST HANGERS.

SEE SECTION FOR DETAILING.

EXISTING STRUCTURE

8" +/- STEP UP

INTO BUILDING

6'

7"

13' - 10" +/-

4'

7"

NEW 2X12 P.T. WOOD

STRINGERS @ 12" O.C.

STRINGER SHALL BE

ATTACHED TO RIM JOIST

WITH SIMPSON LSCZ OR

APPROVED STAIR

STRINGER CONNECTORS

AT EACH STRINGER.

5'

1"

FASTEN DECK JOIST FRAMING TO EXISTING

CONCRETE PORCH WITH SIMPSON STEEL CLIP

ANGLES (TYP.).

C

AN

TI

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VE

R

1'

6"

P.T. 2X4 CLEAT

FASTENED TO CONCRETE

PAD WITH WEDGE BOLTS

OR ANCHOR BOLTS.

(1) 2X6 PT WOOD RIM JOIST

FASTENED WITH JOIST

HANGERS & (1) 2X10 PT WOOD

OUTER RIM JOIST FASTENED

TO 2X6.

4X4 P.T. WOOD POST

FASTENED TO DECK JOISTS

AND BEARING ON EXISTING

CONCRETE STAIRS.

A-101

0'

1/

0'

/2

(6) 2X12 PT WOOD STRINGERS

4' - 7 3/16"1' - 6"

EXISTING CONCRETE PORCH

NEW TREX FINISHED PORCH

5" CONCRETE WALKWAY

(SEE CONCRETE DETAIL

& NOTES)

P.T. 2X4 CLEAT FASTENED TO

CONCRETE PAD WITH WEDGE

BOLTS OR ANCHOR BOLTS.

(1) 2X6 PT WOOD RIM JOIST FASTENED

WITH JOIST HANGERS & (1) 2X10 PT

WOOD OUTER RIM JOIST FASTENED TO

2X6.

4X4 PT WOOD POST ON SIMPSON

STRONG-TIE ABU44Z ZMAX

ADJUSTABLE STANDOFF POST BASE

BEARING ON EXISTING CONCRETE

STAIR / LANDING. FASTEN TOP OF

4X4 POST TO DECK JOISTS (TYP.)2X6 PT WOOD DECK

SLEEPER JOISTS FASTEN

WITH JOIST HANGERS.

SCARFED TO MATCH

SLOPED MORTAR.

RCA-C225/97-R55

CONNECTOR ANGLES

AT PORCH SLEEPER

FRAMING.

2X6 RIM JOIST (TYP.)

TREX PORCH FINISH

SLOPED MORTAR BED

AND WATERPROOFING

SYSTEM. SEE DECK

FRAMING NOTES.

EXISTING

DOOR

BEYOND

EXISTING

CONCRETE

DECK & PORCH

EXISTING BUILDING

LINE BEYOND

EX

TE

R

IO

R

C O

VE

R

ED

PO

R

C H

REVISION #:

Date

Scale

Drawn By

Reviewed By

Project No.

Sheet No.:

2 3 4

C

B

A

1 2 3 4 5

C

SIMMONS DESIGN & DEVELOPMENT, LLC.

58 MICHIGAN AVE., TROY, NY 12180

(518) 703-4945

DESIGNER:

OWNER/CLIENT:

95 HURST AVE, ALBANY, NY 12208

(518) 438-8352 cramerkeith@msn.com

KEITH A. CRAMER, ARCHITECT

CONSULTANT:

Seal

DESCRIPTION: DATE:

44 HOLLAND AVE., ALBANY, NY 12229

OFFICE OF PROPERTY SUPPORTS

& EMERGENCY SERVICES

CAPITAL DISTRICT DDSO,

500 BALLTOWN RD., SCHENECTADY NY 12304

SHEET SIZE: ARCH-D 24X36

3/8" = 1'-0"

DECK FRAMING PLANS &

CONCRETE NOTES

A-101

07/06/26

SDD

KC

24th Street - Front Entry Rehab

10101

28 24TH STREET,

TROY, NY

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DECK FRAMING / SLEEPER ANCHORAGE NOTES

EXISTING CONCRETE PORCH SHALL RECEIVE BONDED SLOPED MORTAR BED AND WATERPROOFING PRIOR TO INSTALLATION OF SLEEPER FRAMING.

PROVIDE LATICRETE 3701 FORTIFIED MORTAR BED OVER PREPARED EXISTING CONCRETE PORCH, BONDED WITH LATICRETE 254 PLATINUM SLURRY BOND COAT. SLOPE

MORTAR BED AWAY FROM BUILDING, 1/4" PER FOOT PREFERRED; 1/8" PER FOOT MINIMUM.

PROVIDE LATICRETE HYDRO BAN CEMENTITIOUS WATERPROOFING MEMBRANE OVER CURED SLOPED MORTAR BED. TURN WATERPROOFING UP AT BUILDING FACE, EDGES, AND RETURNS WHERE POSSIBLE.

PROVIDE PRESSURE-TREATED 2X6 SLEEPERS / JOISTS @ 12" O.C. OVER WATERPROOFED SLOPED MORTAR BED WHERE SHOWN.

CUT, RIP, TAPER, OR SCARF BOTTOM OF 2X6 SLEEPERS / JOISTS AS REQUIRED TO FOLLOW SLOPED MORTAR BED WHILE MAINTAINING LEVEL TOP PLANE FOR TREX DECKING

INSTALLATION.

VERIFY EXISTING PORCH ELEVATIONS, DOOR THRESHOLDS, STAIR CONDITIONS, AND REQUIRED FINISH DECK HEIGHT PRIOR TO FABRICATION OR INSTALLATION. FINAL

FRAMING SHALL NOT INTERFERE WITH EXTERIOR DOOR OPERATION.

FRAME SHALL BE SECURED TO EXISTING CONCRETE PORCH WITH SIMPSON STRONG-TIE RIGID CONNECTOR ANGLES FASTENED TO SIDE FACE OF 2X6 SLEEPERS / JOISTS

AND ANCHORED THROUGH WATERPROOFED MORTAR BED INTO EXISTING CONCRETE PORCH.

BASIS OF DESIGN CLIP: SIMPSON STRONG-TIE RCA-C225/97-R55 RIGID CONNECTOR ANGLE FOR CONCRETE, 2" X 2" X 5", 97 MIL / 12 GAUGE, G90 GALVANIZED, OR APPROVED

EQUAL.

FASTEN EACH CLIP TO SIDE FACE OF 2X6 WOOD SLEEPER / JOIST WITH MINIMUM (4) SIMPSON STRONG-DRIVE SD CONNECTOR SCREWS, SIZE AS REQUIRED BY CONNECTOR MANUFACTURER, OR MANUFACTURER-APPROVED FASTENERS COMPATIBLE WITH PRESSURE-TREATED LUMBER.

FASTEN EACH CLIP TO EXISTING CONCRETE PORCH THROUGH WATERPROOFED MORTAR BED WITH (2) 1/4" DIA. SIMPSON STRONG-TIE TITEN HD OR TITEN TURBO CONCRETE / MASONRY SCREW ANCHORS, STAINLESS STEEL OR EXTERIOR-RATED COATED VERSION WHERE AVAILABLE.

ANCHOR LENGTH SHALL BE SELECTED TO PENETRATE THROUGH CLIP, WATERPROOFING, MORTAR BED, AND INTO SOUND EXISTING CONCRETE. DO NOT RELY ON MORTAR

BED ONLY FOR ANCHORAGE.

PROVIDE TWO ROWS OF RCA-C225/97-R55 CONNECTOR ANGLES AT PORCH SLEEPER FRAMING: ONE ROW APPROXIMATELY 6" –12" FROM BUILDING FACE AND ONE ROW APPROXIMATELY 12" BACK FROM FRONT EDGE OF EXISTING CONCRETE PORCH, UNLESS FIELD CONDITIONS REQUIRE ADJUSTMENT.

SPACE CLIPS AT 24" O.C. MAXIMUM ALONG EACH ROW. PROVIDE ADDITIONAL CLIPS AT CORNERS, SLEEPER ENDS, STAIR TRANSITIONS, RAIL POST LOCATIONS, AND

CANTILEVERED / OVERHANGING FRAMING CONDITIONS.

INSTALL CLIPS TIGHT TO SIDE FACE OF 2X6 SLEEPERS / JOISTS. CLIPS SHALL NOT PROJECT ABOVE TOP OF FRAMING OR INTERFERE WITH TREX DECKING INSTALLATION.

INSTALL CLIPS AND SLEEPERS IN A MANNER THAT DOES NOT BLOCK WATER FLOW. MAINTAIN OPEN DRAINAGE PATHS BELOW DECKING AND AT LOW EDGE OF PORCH.

SLEEPERS / JOISTS SHALL RUN IN DIRECTION OF SLOPE TO MAINTAIN POSITIVE DRAINAGE BELOW DECKING. PT 2X WOOD BLOCKING AT MID-SPAN OF DECK FRAMING SHALL

ALLOW THE PASSAGE OF WATER BENEATH BOTTOM OF BLOCKING

DO NOT EMBED WOOD FRAMING IN MORTAR. DO NOT INSTALL CONTINUOUS BLOCKING, FASCIA, OR TRIM IN A MANNER THAT TRAPS WATER BELOW DECKING.

SEAL EACH CONCRETE ANCHOR PENETRATION THROUGH WATERPROOFING WITH SIKAFLEX-1A POLYURETHANE SEALANT OR APPROVED EQUAL. APPLY SEALANT BELOW CLIP AT ANCHOR LOCATION AND TOOL SEALANT AROUND ANCHOR HEAD / CLIP PENETRATION AFTER FASTENING.

PROVIDE CORROSION PROTECTION BETWEEN SIMPSON RCA-C225/97-R55 G90 GALVANIZED CONNECTOR ANGLES AND PRESSURE-TREATED WOOD FRAMING. INSTALL COMPATIBLE SELF-ADHERED FLASHING, JOIST TAPE, EPDM SEPARATOR, OR APPROVED ISOLATION MATERIAL BETWEEN CONNECTOR AND WOOD WHERE CONNECTOR BEARS AGAINST PRESSURE-TREATED FRAMING. ISOLATION SHALL NOT INTERFERE WITH CONNECTOR FASTENER ENGAGEMENT, CONCRETE ANCHORAGE, OR FLUSH

BEARING OF CONNECTOR.

DO NOT FIELD-DRILL, OVERSIZE, CUT, OR ALTER SIMPSON CONNECTOR HOLES UNLESS APPROVED BY CONNECTOR MANUFACTURER OR DESIGN PROFESSIONAL.

PROVIDE JOIST HANGERS AT JOIST-TO-RIM CONNECTIONS. USE SIMPSON STRONG-TIE ZMAX, HOT-DIPPED GALVANIZED, OR APPROVED EQUIVALENT HANGERS SIZED TO

FRAMING MEMBERS.

USE MANUFACTURER-APPROVED HANGER NAILS OR STRUCTURAL CONNECTOR SCREWS AT ALL JOIST HANGERS. DO NOT USE DRYWALL SCREWS OR STANDARD DECK

SCREWS FOR STRUCTURAL CONNECTORS.

PROVIDE SOLID BLOCKING AT RAIL POSTS, HANDRAIL POSTS, STAIR STRINGERS, BOARD ENDS, EDGES, AND LOCATIONS REQUIRING ADDITIONAL SUPPORT.

GUARDRAIL AND HANDRAIL POSTS SHALL BE FASTENED TO SOLID BLOCKING / STRUCTURAL FRAMING. DO NOT RELY ON TREX DECKING OR CLIP ANCHORAGE ALONE TO

RESIST GUARDRAIL LOADS.

PROVIDE TREX PROTECT JOIST & BEAM TAPE, OR APPROVED EQUAL, AT TOPS OF ALL PRESSURE-TREATED SLEEPERS, JOISTS, RIM JOISTS, BLOCKING, AND STAIR FRAMING

BELOW TREX DECKING.

PROVIDE TREX COMPOSITE DECKING, TREX FASCIA, TREX RAILING SYSTEM, TREX GUARDRAIL POSTS, AND TREX ALUMINUM ADA-COMPLIANT HANDRAIL, COLORS / PROFILES

TO BE SELECTED BY OWNER.

INSTALL TREX DECKING, RAILING, HANDRAIL, FASCIA, FASTENERS, GAPPING, AND EDGE CONDITIONS PER MANUFACTURER ’S WRITTEN INSTALLATION INSTRUCTIONS.

TREX DECKING SHALL BE INSTALLED OVER FRAMING SPACED NOT MORE THAN 16" O.C. UNLESS MANUFACTURER REQUIRES CLOSER SPACING.

WALKING SURFACES SHALL BE STABLE, FIRM, SLIP-RESISTANT, FREE OF TRIP HAZARDS, AND SLOPED TO DRAIN AWAY FROM BUILDING.

FIELD-TREAT ALL CUT ENDS OF PRESSURE-TREATED LUMBER WITH END-CUT WOOD PRESERVATIVE.

UPON COMPLETION, VERIFY FINISH DECK ELEVATION, DOOR OPERATION, DRAINAGE, RAILING STABILITY, AND OVERALL INSTALLATION. CORRECT DEFICIENCIES PRIOR TO

FINAL ACCEPTANCE.

ADDITIONAL DECK FRAMING / CONCRETE REPAIR NOTES

PROVIDE 4X4 PRESSURE-TREATED WOOD SUPPORT POST WHERE SHOWN, FASTENED TO ADJACENT DECK JOISTS / BLOCKING AND BEARING ON EXISTING CONCRETE STAIR /

LANDING BELOW.

4X4 POST SHALL BE UC4A GROUND-CONTACT PRESSURE-TREATED LUMBER MINIMUM. FIELD-TREAT ALL CUT ENDS WITH END-CUT WOOD PRESERVATIVE.

PROVIDE SOLID BLOCKING BETWEEN DECK JOISTS AT 4X4 POST CONNECTION. FASTEN POST TO JOISTS / BLOCKING WITH HOT-DIPPED GALVANIZED OR STAINLESS-STEEL THROUGH-BOLTS, STRUCTURAL SCREWS, OR APPROVED CONNECTORS COMPATIBLE WITH PRESSURE-TREATED LUMBER.

4X4 POST SHALL BE PLUMB, TIGHT TO UNDERSIDE OF DECK FRAMING, AND SHALL BEAR FULLY ON SOUND EXISTING CONCRETE STAIR / LANDING.

PROVIDE SIMPSON STRONG-TIE ABU44Z ZMAX ADJUSTABLE STANDOFF POST BASE, OR APPROVED EQUAL, AT 4X4 P.T. WOOD POST BEARING ON EXISTING CONCRETE STAIR / LANDING. ANCHOR TO SOUND EXISTING CONCRETE PER MANUFACTURER’S WRITTEN INSTRUCTIONS. MAINTAIN REQUIRED EDGE DISTANCE; DO NOT ANCHOR INTO CRACKED, SPALLED, OR UNSOUND CONCRETE. PROVIDE 1" MIN. STANDOFF

REPAIR BROKEN / DETERIORATED CORNER OF EXISTING CONCRETE PORCH WHERE SHOWN. SAWCUT EDGES SQUARE AND TRUE, REMOVE ALL LOOSE / UNSOUND CONCRETE, CLEAN EXISTING SURFACE, AND ROUGHEN SUBSTRATE TO RECEIVE NEW CONCRETE REPAIR.

DRILL AND EPOXY #4 REBAR DOWELS INTO EXISTING SOUND CONCRETE PORCH AT REPAIRED CORNER. USE SIMPSON SET-3G, HILTI HIT-HY 200, OR APPROVED EQUAL EPOXY

ADHESIVE. INSTALL DOWELS PER MANUFACTURER ’S WRITTEN INSTRUCTIONS.

PROVIDE #4 REBAR DOWELS AT 12" O.C. MAXIMUM EACH WAY AT NEW CONCRETE PATCH / REPLACEMENT CORNER, WITH MINIMUM 4" EMBEDMENT INTO EXISTING SOUND

CONCRETE UNLESS OTHERWISE REQUIRED BY EPOXY MANUFACTURER OR FIELD CONDITIONS.

FORM AND POUR NEW CONCRETE REPAIR SECTION TO MATCH EXISTING PORCH PROFILE, EDGE, ELEVATION, AND SLOPE. NEW CONCRETE SHALL BE MINIMUM 4,000 PSI AIR- ENTRAINED EXTERIOR CONCRETE, OR APPROVED CONCRETE REPAIR MATERIAL SUITABLE FOR EXTERIOR FREEZE-THAW EXPOSURE.

APPLY CONCRETE BONDING AGENT TO PREPARED EXISTING CONCRETE SURFACES PRIOR TO PLACING NEW CONCRETE, UNLESS REPAIR MATERIAL MANUFACTURER

REQUIRES OTHERWISE.

FINISH NEW CONCRETE REPAIR TO MATCH ADJACENT EXISTING CONCRETE SURFACE AND MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDING.

ALLOW CONCRETE REPAIR TO CURE PRIOR TO INSTALLATION OF MORTAR BED, WATERPROOFING, ANCHORS, POST BEARING, OR DECK FRAMING ABOVE.

SIMPSON JOIST

HANGERS (TYP.)

N.T.S.

(TYP.)

3/8" = 1'-0"1

PROPOSED DECK & STAIRS FRAMING

PLAN

CONCRETE SIDEWALK DETAIL

N.T.S.

N.T.S.

1.

2.

CONCRETE NOTES:

CONCRETE MATERIAL PROPERTIES:

5" CONCRETE PADS ON GRADE:

3/4" MAX AGGREGATE

4,500 psi AT 28 DAYS 5% - 7% AIR ENTRAINMENT ADMIXTURE. (DO NOT APPLY A HARD TROWEL FINISH TO EXTERIOR SLABS)

OTHER CONCRETE:

3/4" MAX AGGREGATE

3,000 psi AT 28 DAYS

5% - 7% AIR ENTRAINMENT ADMIXTURE.

CONCRETE SLUMP:

MAX SLUMP 4" WITH NO PLASTICIZER.

MAX SLUMP 6" WITH LOW DOSE OF SUPER-PLASTICIZER.

MAX SLUMP aw WITH FULL DOSE OF SUPER-PLASTICIZER.

REBAR: ASTM A615, GRADE 60, MIN LAP SPLICE 40 BAR DIAMETERS.

REBAR SUPPORT CHAIRS: AZTEC CASTLE CHAIR BY DAYTON SUPERIOR OAE

WELDED WIRE REINFORCING: ASTM A165, 6x6 WWR -W2.flH/2.9 {FOR USE AT SIDEWALK REPAIRS)

CONCRETE PLACEMENT NOTES:

CONCRETE COVER DISTANCES:

1½" AT TOP OF SLABS AND SIDEWALKS.

2" IN ALL OTHER LOCATIONS.

PLACE ALL FORMWORK AND REINFORCEMENT PER CURRENT EDITION OF ACI 301.

AlL REINFORCING MUST BE SECURELY TIED IN PLACE PRIOR TO CONCRETE POUR, WET SETTING OF DOWELS IS NOT

PERMITTED.

FOLLOW THE RECOMMENDATIONS OF ACI 305R DURING HOT WEATHER PLACEMENT

FOLLOW THE RECOMMENDATIONS OF ACI 306R DURING COLD WEATHER PLACEMENT.

ALL CONCRETE MUST BE CONSOLIDATED WITH A VIBRATOR PER ACI RECOMMENDATIONS, INCLUDING SLABS.

CURE THE CONCRETE WITH A SPRAY-ON DISSIPATING ACRYLIC POLYMER CURING COMPOUND, OR BY A MOIST CURING

METHOD.

PROVIDE SLAB-ON-GRADE CRACK CONTROL JOINTS AT LOCATIONS SHOWN ON PLANS. WHERE NOT SHOWN PROVIDE AT 5 FT MAX OC AT SIDEWALKS AND 10 FT MAX OC FOR OTHER SLABS. SAW CUT SLAB ON GRADE CRACK CONTROL JOINTS (1' DEEP U.N.O.) AS SOON PS CONCRETE MAY BE CUT WITHOUT DISLODGING AGGREGATE, PREFERABLY WITHIN 12 HOURS OF FINISHING.

3/8" = 1'-0"2 PORCH SECTION

DRIVEWAY

LANDSCAPE

3'

0" 5'

0" UP

LANDSCAPE

NEW BLACK STEEL CONTINUOUS

HANDRAIL/GUARDRAIL. MATCH

EXISTING HANDRAIL PROFILE.

5' - 0"

UP

ADA HANDRAIL EXT.

1' - 0"

AD

A

H

AN

D R

AI

L

EX

T.

1'

0"

4'

5"

4' - 5"

4'

6"

4' - 5"

3' - 0"

POST LOCATIONS (TYP.)

SEE BLACK STEEL

HANDRAIL / GUARDRAIL

NOTES

LANDING

CONCR.

WALKWAY

LA

N

D

IN

G

REVISION #:

Date

Scale

Drawn By

Reviewed By

Project No.

Sheet No.:

2 3 4

C

B

A

1 2 3 4 5

C

SIMMONS DESIGN & DEVELOPMENT, LLC.

58 MICHIGAN AVE., TROY, NY 12180

(518) 703-4945

DESIGNER:

OWNER/CLIENT:

95 HURST AVE, ALBANY, NY 12208

(518) 438-8352 cramerkeith@msn.com

KEITH A. CRAMER, ARCHITECT

CONSULTANT:

Seal

DESCRIPTION: DATE:

44 HOLLAND AVE., ALBANY, NY 12229

OFFICE OF PROPERTY SUPPORTS

& EMERGENCY SERVICES

CAPITAL DISTRICT DDSO,

500 BALLTOWN RD., SCHENECTADY NY 12304

SHEET SIZE: ARCH-D 24X36

1/2" = 1'-0"

STEEL RAILING NOTES &

LAYOUT

A-102

07/06/26

SDD

KC

24th Street - Front Entry Rehab

10101

28 24TH STREET,

TROY, NY

1.

2.

3.

4.

5.

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7.

8.

9.

10.

11.

12.

13.

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31.

BLACK STEEL HANDRAIL / GUARDRAIL NOTES

REMOVE EXISTING STEEL HANDRAILS, POSTS, GROUT, ANCHORS, LOOSE CONCRETE, AND RUST-STAINED / DETERIORATED

MATERIAL AT EXISTING POST LOCATIONS WHERE NEW RAILINGS ARE TO BE INSTALLED.

PROVIDE NEW CUSTOM-FABRICATED BLACK STEEL HANDRAIL / GUARDRAIL ASSEMBLIES AT FRONT ENTRY STAIRS, CONCRETE LANDINGS, AND NEW CONCRETE WALKWAY AREAS AS SHOWN.

NEW HANDRAIL / GUARDRAIL ASSEMBLIES SHALL GENERALLY FOLLOW RAILING LAYOUT SHOWN, WITH FINAL DIMENSIONS, POST LOCATIONS, RAIL HEIGHTS, RETURNS, EXTENSIONS, AND TERMINATIONS FIELD VERIFIED PRIOR TO FABRICATION.

NEW RAILING DESIGN SHALL GENERALLY MATCH THE CHARACTER OF THE EXISTING STEEL RAILING SYSTEM, INCLUDING STEEL POSTS, VERTICAL BALUSTERS / PICKETS, AND CONTINUOUS TOP RAIL, UNLESS OTHERWISE APPROVED BY OWNER.

PROVIDE CODE-COMPLIANT GRASPABLE STEEL HANDRAIL PROFILE. HANDRAIL MAY BE INTEGRATED AS THE TOP RAIL OF THE RAILING ASSEMBLY WHERE COMPLIANT, OR PROVIDED AS A SEPARATE GRASPABLE RAIL ATTACHED TO POSTS WHERE

REQUIRED.

DECORATIVE FLAT STOCK TOP RAIL SHALL NOT BE USED AS THE PRIMARY HANDRAIL UNLESS FABRICATOR CONFIRMS PROFILE IS CODE-COMPLIANT AND GRASPABLE. ROUND STEEL PIPE / TUBE HANDRAIL IS PREFERRED.

FIRST STAIR RUN FROM DRIVEWAY TO EXISTING CONCRETE LANDING: PROVIDE NEW STEEL POSTS AND NEW STEEL HANDRAIL / GUARDRAIL SET INTO EXISTING SOUND CONCRETE STEPS / LANDING WITH CORE-DRILLED POCKETS AND NON-

SHRINK GROUT.

SECOND STAIR / WALKWAY RAIL RUN: PROVIDE NEW STEEL HANDRAIL / GUARDRAIL FROM EXISTING CONCRETE LANDING TO NEWLY POURED CONCRETE WALKWAY. COORDINATE POST LOCATIONS WITH EXISTING CONCRETE LANDING AND NEW

CONCRETE WALKWAY.

EXISTING CONCRETE MAY BE REUSED FOR NEW POST POCKETS ONLY WHERE CONCRETE IS SOUND, UNCRACKED, AND FREE OF SPALLING OR DELAMINATION. DO NOT SET NEW POSTS INTO LOOSE, CRACKED, SPALLED, OR UNSOUND

CONCRETE.

EXISTING POST HOLES MAY BE REUSED ONLY WHERE PROPERLY ALIGNED, ADEQUATELY SIZED, AND SURROUNDED BY SOUND CONCRETE. OTHERWISE, ABANDON / PATCH EXISTING HOLES AND CORE-DRILL NEW POST POCKETS.

CORE-DRILL POST POCKETS INTO EXISTING CONCRETE. POCKET DIAMETER SHALL PROVIDE MINIMUM 1/2" GROUT ANNULAR

SPACE AROUND STEEL POST, OR AS REQUIRED BY FABRICATOR / STRUCTURAL REQUIREMENTS.

POST EMBEDMENT INTO EXISTING CONCRETE SHALL BE MINIMUM 6" UNLESS GREATER DEPTH IS REQUIRED BY

FABRICATOR, FIELD CONDITIONS, OR AUTHORITY HAVING JURISDICTION.

MAINTAIN ADEQUATE EDGE DISTANCE FROM CONCRETE EDGES, STAIR NOSINGS, CRACKS, AND JOINTS. NOTIFY DESIGNER IF POST LOCATIONS CONFLICT WITH EXISTING CONCRETE EDGES, CRACKS, REINFORCING, OR DETERIORATED AREAS.

SET STEEL POSTS PLUMB IN CORE-DRILLED POCKETS USING SIKAGROUT-212, QUIKRETE NON-SHRINK PRECISION GROUT, OR APPROVED NON-SHRINK CEMENTITIOUS GROUT SUITABLE FOR EXTERIOR USE.

TOP OF GROUT AT EACH POST POCKET SHALL BE CROWNED / SLOPED AWAY FROM POST TO SHED WATER. DO NOT LEAVE

LOW POINTS OR CUPPED GROUT POCKETS AROUND POSTS.

AFTER GROUT CURE, SEAL PERIMETER OF EACH POST AT CONCRETE / GROUT SURFACE WITH SIKAFLEX-1A

POLYURETHANE SEALANT OR APPROVED EXTERIOR SEALANT.

NEW STEEL RAILINGS SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION AND FINISHED WITH EXTERIOR-GRADE BLACK

POWDER COAT, OR APPROVED EQUAL DUPLEX CORROSION-PROTECTION SYSTEM.

ALL WELDS SHALL BE GROUND SMOOTH WHERE EXPOSED, CLEANED, GALVANIZED / COATED, AND FINISHED FOR EXTERIOR EXPOSURE. PROVIDE CLOSED / CAPPED ENDS AT TUBES AND POSTS TO PREVENT WATER ENTRY.

HANDRAILS SHALL BE CONTINUOUS FOR FULL LENGTH OF EACH STAIR RUN WHERE REQUIRED AND SHALL RETURN TO

POST, WALL, WALKING SURFACE, OR…