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ADDENDUM #1

DORMITORY AUTHORITY STATE OF NEW YORK NEW YORK STATE OFFICE OF MENTAL HEALTH

Buffalo Psychiatric Center Buildings No. 62, 62A & 79 Renovations and Asbestos Abatement

DASNY Project Number: 3203709999 CR 8

ADDENDUM #1 of 4 1/20/2017

TO ALL BIDDERS: The attention of all Bidders is called to the following Addendum, which is intended to modify or clarify the Contract Documents. The Addendum is hereby included in and made a part of the Contract Documents, whether or not attached thereto. All requirements of the original Project Specifications and Drawings shall remain in force except as amended by this Addendum GENERAL Pre-Bid Meeting Sign-in Sheet (ATTACHED) Pre-Bid Meeting Agenda (ATTACHED) Pre-Bid Meeting Outline of M/WBE Participation Requirements (ATTACHED) Policy Regarding Classification and MWBE Utilization of Suppliers, Brokers and Manufacturers memo dated April 4, 2016 (ATTACHED) PRE-BID MEETING AGENDA ITEM NO. 1 – Bid Opening Change from January 26, 2017 to February 2, 2017 PROJECT MANUAL

ITEM NO. 1 – Table of Contents Volumes I & II

Delete: Section 221113 - Water Distribution Piping Delete: Section 221313 - Sanitary Sewer Delete: PD-109-C Phase 3 – Building 62 Plumbing Demo Plans Delete: P-109-C Phase 3 – Building 62 Plumbing Floor Plans

ITEM NO. 2 – Table of Contents Volumes I & II

Delete: FAC-105-C Phase 3 – Building 62 Fire Alarm Demo Plan Add: FAD-105-C Phase 3 – Building 62 Fire Alarm Demo Plan

ITEM NO. 3 – Notice to Bidders

Revise 3rd paragraph, first sentence to say “Only those bids in the hands of DASNY, available to be read at 2:00 PM local time on February 2, 2017 will be considered.”

ITEM NO. 4 – Form of Bid

Add: Form of Bid (attached)

ITEM NO. 5 – General Requirements 015000 Temporary Facilities and Controls,

Section 2.2B add the following:

7. Trailer shall be 12’ x 60’, and shall be available from April 2017 through the end of the project. 8. Trailer shall have window treatments. 9. Contractor is responsible for the delivery, set-up, tear down, and pick up of said trailer.

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ADDENDUM #1 of 4 1/20/2017

10. Trailer shall have two (2) sets of steps for the duration of the trailer rental. 11. Contractor responsible for installation and removal of anchors. 12. Contractor shall be responsible for the installation and removal of skirting. 13. Final trailer location to be approved by Buffalo PC and DASNY. 14. Contractor to provide Domestic Water Service and connect to DASNY Trailer piping. (Reference Sketch SKC-1) 15. Contractor to provide Sanitary Sewer holding tank and connect to DASNY trailer piping. 16. Contractor to provide weekly sanitary sewer disposal service for duration of trailer rental. 17. Contractor to provide cold weather protection (heat trace and insulation) for the Domestic Water and Sanitary Sewer piping to the DASNY Trailer. 18. Contractor to provide site restoration at trailer location.

ITEM NO. 6 – Section 079200 Joint Sealants

Delete: Section 079200 Joint Sealants Add: Section 079200 Joint Sealants (attached)

ITEM NO. 7 – Specification Section “232113 HYDRONIC PIPING & 230523.12 BALL VALVES FOR HVAC PIPING”

Contractor Questions: 1) HWS you are allowing me to use pressure seal joints (Pro-Press) but on the Chilled

Water you are calling out solder joints. Could I use pro-press on both systems?

2) Under the installation of the ball valves you are calling out threaded and Soldered ends. Would you allow pro-press valves?

Answer:

DELETE: All references to pressure seal joints for copper piping. Mechanically formed, pressure seal joints such as “Pro-Press” or similar will not be allowed on this project.

DRAWINGS

ITEM NO. 1 – Drawing “A-104-C Phase 2-Building 62 Floor Plans”

Add: Sketch SKA-1 affecting E1/A-104-C

ITEM NO. 2 – Drawing “P-101-P Plumbing Plans, Symbol List & Notes”

Delete: Delete Drawing in its entirety

ITEM NO. 3 – Delete all work associated with the rooms Doctor on Call S-132-C and Bathroom S-133-C and affecting Sheets: D-102-C, A-102-C, A-112-C, A-401-C, A-505-C, A-601-C, PD-101-C, P-101-C, ED-202-C & E-202-C as well as to include the following:

Drawing A-401-C Phase 1 Building 62 Enlarged Plans & Elevations Delete: A2/A-401-C, A3/A-401-C, A4/A-401-C & A5/A-401-C

Drawing A-505-C Miscellaneous Details

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ADDENDUM #1 of 4 1/20/2017

Delete: H3/A-505-C

Drawing A-601-C Door Schedules & Door Types – Door Schedule –C Phase 1 Delete: Door number 111-C

ITEM NO. 4 – Drawing A-602-C Frame and Window Types

Delete: Delete Drawing in its entirety Add: A-602-C Frame and Window Types (ATTACHED)

ITEM NO. 5 – Drawing A-603-C Door & Window Details

Delete: Delete Drawing in its entirety Add: A-603-C Door & Window Details (ATTACHED)

ITEM NO. 6 – Drawing “G-005-C Campus Plan - Staging”

Add: Sketch SKA-2 affecting A2/G-005-C

END OF ADDENDUM

Attachments: Pre-Bid Meeting Sign-in Sheet Pre-Bid Meeting Agenda Pre-Bid Meeting Outline of M/WBE Participation Requirements (ATTACHED) Policy Regarding Classification and MWBE Utilization of Suppliers, Brokers and Manufacturers memo dated April 4, 2016 (ATTACHED) Form of Bid Section 079200 Joint Sealants SKC-1

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ADDENDUM #1 of 4 1/20/2017

SKA-1 SKA-2 A-602-A A-603-A

Pre-Bid Meeting

Buffalo Psychiatric Center Buildings 62, 62A, and 79 Renovations and Asbestos Abatement

Project #3203709999 CR 8 I. Introduction – Sign in Sheet

II. Bid Opening – January 26, 2017

III. Bidding Requirements

A. See Information for Bidders. 1. Form of Bid 2. 2005 Procurement Lobbying Law – Certification 3. Code of Business Ethics – Certification 4. Compliance with Laws – Certification 5. W-9 Form 6. Bid Security

IV. Construction Award Requirements

A. Subcontracting limits 75% of base bid – Contractor must self-perform 25% of the work. B. Qualifications of Bidder – 5 contracts similar size & scope in the last 10 years C. Statewide Utilization Management Plan (72 hours) D. Scope verification form (72 hours) E. Insurance (72 hours) F. NYS Vendor Responsibility Questionnaire For-Profit Construction (CCA-2) Prime and MEP

subcontractors (72 hours) G. DASNY Vendor Questionnaire (72 hours) H. Agreement within 14 days after Letter of Intent I. Payment and Performance Bonds with contractors signed agreement. J. Subcontractor and Supplier list to be submitted 5 days after bid opening & notification K. Project Labor Agreement

V. Project Schedule

A. All the Work of the Contract Documents shall commence at the time to be specified in the Notice to Proceed and the Contractor shall achieve Substantial Completion no later than March 29, 2019.

B. General Requirements Section 013200 Construction Progress Documentation

VI. Summary of the Work A. The Project consists of interior renovations to Buildings 62, Basement through 4th floors; building

62A 1st floor; and Building 79 1st floor. This project is phased to allow various programs to be relocated during construction. The facility will be fully operational throughout construction. In addition to the renovation work, there will be a secure outdoor recreation area added between buildings 62 and 79. Minor ACM abatement is also anticipated related to the foundation tar and roof mastic at the front entrance of building 62. The renovation work will include all related general construction, plumbing, mechanical, electrical, fire protection, empty conduit and raceways for fire alarm, security, data, and telephone; site work upgrades and improvements. A new elevator is also being installed. Cabling and devices for fire alarm, security, data and telephone are to be provided by others through OMH Contracts.

VII. Use of Premises and Facility Rules A. No Smoking on the Buffalo Psychiatric Center Campus. B. See Temporary Facilities and controls 015000 of the General Requirements.

VIII. Open Discussion

IX. Questions in writing by January 18, 2017. Michelle Paris, [email protected]; and Matthew

Mancuso, [email protected]. Issue addenda and minutes on January 19, 2017.

X. Site Walk Thru

mailto:[email protected]

mailto:[email protected]

PRE-BID MEETING OUTLINE OF M/WBE PARTICIPATION REQUIREMENTS

1. Contractors performing work on contracts funded by the Dormitory Authority must comply with the requirements (the “Requirements”) of Article 15A of the Executive Law, Article 20 in the General Conditions and Executive Law Article 17B, Service-Disabled Veteran-Owned Businesses. The Requirements include, among other things, compliance with Minority-and Women-Owned Business Enterprise (MWBE) and Service-Disabled Veteran-Owned Business (SDVOB) participation goals.

2. The MBE goals established for this contract are _18__% and the WBE goals are _12__ %. SDVOB_ 3%_.The goals are mandatory and are an integral requirement of the contract to be awarded for this project. In the process of preparing bids Contractors must consider the strategy and approach that will be used to achieve, at minimum, the required level of MWBE participation. Bids submitted by Contractors for this project must satisfy these goals. It is required that Utilization Plans must include a combination of MWBE/SDVOB subcontractors and suppliers.

3. Utilization of a certified MBE or WBE, SDVOB as a pass through or conduit for payments only, is strictly prohibited. Payments to certified M/WBE’s shall not be counted toward achievement of the established goals, if the Contractor and the alleged M/WBE subcontractor or supplier cannot clearly demonstrate that such M/WBE’s provided services essential in the performance of the Work of the Contract. Additionally, such services must be among those explicitly identified in the NYS Empire State’s Product/Sic Report for the applicable MBE or WBE.

4. Bidders must explore opportunities for MWBE/SDVOB participation for the full scope of work for the proposed project. The MWBE/SDVOB participation goals may not be satisfied utilizing only material suppliers.

5. Within 72 hours of receiving the Pre-Award Notification letter, the apparent-low bidder must submit a Statewide Utilization Management Plan (Utilization Plan) via the NYS Contract System (NYSCS). Hard copies of the Utilization Plan will no longer be accepted and no award can be made without an approved plan. The apparent-low bidder will receive an email with a link to the Utilization Plan assigned to it for the proposed contract. The Utilization Plan must list all proposed subcontracts and material purchases; including identification of the MWBE’s and SDVOB’s the Contractor intends to use; a description of the goods and/or services to be provided; a Scope Verification Form for each subcontractor that is signed by the prime and subcontractors; and includes the dollar value of the goods or services. Submission of an acceptable Utilization Plan is a contract award requirement.

6. To ensure you are prepared to submit the Utilization Plan within 72 hours of receipt of apparent low bidder notice, Contractors submitting bids for this project should solicit bids and/or quotes from MWBE/SDVOBs prior to submitting their bid.

7. Only the value of contracts or purchase orders awarded to firms that are certified with New York State by Empire State Development (ESD) count toward meeting the project MWBE participation goals. A firm must be certified for the type of work it is proposed to undertake on a contract. Please refer to the ESD Commodity Codes and the NAICS Codes included in the ESD’s certification of a firm to confirm the type of work for which it is certified/approved to perform.

8. Only the value of contracts or purchase orders awarded to firms that are certified by the New York State Office of General Services (OGS) count toward meeting the project Service Disabled Veteran-Owned Business (SDVOB) participation goals. A firm must be certified for the type of work it is proposed to undertake on a contract. Please refer to the NAICS codes included in OGS’s certification of a firm to confirm the type of work for which it is certified/approved to perform.

9. Brokers, Suppliers, Manufacturer’s Reps and Trucking Firms: The value of contracts and purchase orders awarded to MWBE firms certified by ESD as Brokers, Suppliers, Manufacturer’s Reps and Trucking Firms will be credited toward meeting the project participation goals as follows:

• Brokers: Only the monetary value of fees, commissions or mark-up percentage paid • Suppliers: 60% of the value of any contract or purchase order awarded • Manufacturer’s Rep: Credited the same as Brokers • Trucking Firm: 100% of the value of any contract or purchase order awarded

10. DASNY’s rules and regulations do not allow the value of a contract or purchase order awarded to a dual-certified firm to be split between the project’s MBE and WBE goals, the full value must be allocated to one goal or the other.

11. DASNY cannot grant waivers of the MWBE goals established for any project. If DASNY is satisfied that the Contractor has fully complied with all good faith efforts guidelines, to achieve the MWBE and SDVOB goals established for this contract, it can recommend a partial or total waiver of the MWBE and SDVOB goals to a third party that has the authority to grant or deny the requested waiver.

BIDDING REQUIREMENTS for CONSTRUCTION

FORM OF BID

FORM OF BID April ‘14 Page 1

TO THE DORMITORY AUTHORITY - STATE OF NEW YORK (Owner)

For__________________________________________________________________________________ (Title of Project)

Pursuant to and in compliance with the Owner's advertisement for bids dated _______________________ and the Contract Documents relating hereto, the undersigned hereby offers to Provide all plant, labor, materials, supplies, equipment, Allowances, if applicable and other facilities and things necessary or proper for or incidental to the Work of:

_____________________________________________________________________________________ (Contract Type or Trade)

as required by, and in strict accordance with applicable Work of the Contract Documents, including written changes thereto, and addenda issued by the Owner and sent to the undersigned or delivered to the bidder prior to the opening of bids, whether received by the undersigned or not, for the total sum of:

_____________________________________________________________________________________ (Written Dollar Amount)

($__________________________________________________________________________________) (Figure Dollar Amount)

The above Written Dollar Amount is the undersigned’s bid and no other number on any page submitted with this page 1 of the FORM OF BID can be the undersigned’s bid under any circumstance. The bid may be withdrawn at any time prior to the scheduled time for the opening of bids or any authorized postponement thereof. If the Letter of Intent is sent or delivered to the undersigned within sixty (60) days after the date of opening of the bids, or any time thereafter before the bid is withdrawn, the undersigned shall, within fourteen (14) days after the date of such Letter of Intent, execute and deliver an Agreement in the form included in the Contract Documents. The undersigned hereby designates as the undersigned's office to which the Letter of Intent may be sent or delivered: Name: _______________________________________________________________________________

Firm’s Legal Name: ____________________________________________________________________

Street Address: ________________________________________________________________________

PO Box #: ____________________________________________________________________________

City, State, Zip Code: ___________________________________________________________________

Email Address: ________________________________________________________________________

BIDDING REQUIREMENTS for CONSTRUCTION

FORM OF BID

FORM OF BID April ‘14 Page 2

Non-collusive Bidding Certification By submission of this bid, each bidder and each person signing on behalf of any bidder certifies, and, in the case of a joint bid, each party thereto certifies as to its own organization, under penalty of perjury, that to the best of its knowledge and belief: 1. The prices in the bid have been arrived at independently without collusion, consultation,

communication or agreement, for the purpose of restricting competition, as to any matter relating to such prices with any other bidder or with any competitor;

2. Unless otherwise required by law, the prices which have been quoted in the bid have not been

knowingly disclosed by the bidder and will not knowingly be disclosed by the bidder prior to opening, directly or indirectly, to any other bidder or to any competitor; and

3. No attempt has been made or will be made by the bidder to induce any other person, partnership,

or corporation to submit or not to submit a bid for the purpose of restricting competition. Date: ________________________________________________________________________________

Firm’s Legal Name: ____________________________________________________________________

Street Address: ________________________________________________________________________

City, State, Zip Code: ___________________________________________________________________

By: _________________________________________________________________________________ (Signature of Officer)

Title: ________________________________________________________________________________

Officer Name: ________________________________________________________________________ (Print)

Phone Number: _______________________________________________________________________

Fax Number: _________________________________________________________________________

E-Mail Address: ______________________________________________________________________

Taxpayer ID or Social Security Number: ___________________________________________________

Submit Bid to: DASNY

Attn: CONTRACTS UNIT – BID ENCLOSED 515 Broadway

Albany, New York 12207

DASNY / OMH Buildings No. 62, 62A & 79 Renovations DASNY Project Number 3203709999 A|r 400.26

JOINT SEALANTS 079200 - 1

SECTION 079200 - JOINT SEALANTS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions

and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Work Included: 1. Sealants for exterior joints in vertical surfaces and nontraffic horizontal surfaces. 2. Sealants for exterior joints in horizontal traffic surfaces. 3. Sealants for interior joints in vertical surfaces and nontraffic horizontal surfaces. 4. Sealants for interior joints in horizontal traffic surfaces. 5. Sealants for security areas. 6. Other joints as indicated.

1.3 PERFORMANCE REQUIREMENTS

A. Provide elastomeric joint sealants, with proper industry standard aspect ratios, that establish and maintain watertight and airtight continuous joint seals without staining or deteriorating joint substrates. All elastomeric joint sealants shall be chemically compatible with their substrate assemblies.

1.4 SUBMITTALS

A. Product Data: Provide data indicating sealant chemical characteristics, performance criteria, substrate preparation including required primers, temperature and humidity limits, color availability and cure time.

B. LEED Submittals:

1. Product Data for Credit IEQ 4.1: For sealants and sealant primers used inside the weatherproofing system, documentation including printed statement of VOC content.

2. Laboratory Test Reports for Credit IEQ 4: For sealants and sealant primers used inside the weatherproofing system, documentation indicating that they comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers."

C. Schedule: Submit a Schedule of Joint Sealers to be used for the project. Include interior and exterior

sealants applied in the field and, where appropriate, applied in the shop. For each sealant listed, include sealant type, applicable substrates, and sealant number (as indicated in the specification).

D. Samples: Submit three (3) samples, 6-inch long illustrating sealant colors for selection. E. Manufacturer's Installation Instructions: Indicate special procedures, surface preparation, perimeter

conditions requiring special attention, recommended backer rods, and requirements for curing.

1.5 QUALITY ASSURANCE

A. Maintain one copy of each referenced document covering installation requirements on site.



B. Manufacturer Qualifications: Company specializing in manufacturing the Products specified in this

section with minimum three years documented experience. C. Applicator Qualifications: Company specializing in performing the work of this section with

minimum five (5) years documented experience, and approved by manufacturer.

D. Preconstruction Field-Adhesion Testing: Before installing elastomeric sealants, field-test their adhesion to joint substrates as follows:

1. Notify Architect seven days in advance of dates and times when test joints will be erected. 2. Arrange for tests to take place with joint sealant manufacturer's technical representative

present. 3. Test joint sealants by hand-pull method test or methods recommended in ASTM C 1193. 4. Do not use sealants that fail to adhere to joint substrates during testing. 5. Sealant joints in mockups of assemblies specified in other shall be tested in accordance with

this Section.

E. Preinstallation Conference: Conduct conference at Project site with Contractor, Architect, sealant manufacturer, sealant contractor, wall cladding contractor, curtain wall and window contractor to discuss sealant locations, colors, installation procedures, compatibility of sealants with substrates, co-ordination between trades and scheduling.

1.6 DELIVERY, STORAGE AND HANDLING

A. Materials shall be delivered to the site, in original unopened containers, clearly indicating manufacturer's name, brand name, and other identifying information.

B. Materials shall be stored in a dry location, off the ground and in such a manner as to prevent

freezing, damage and the intrusion of foreign matter. C. Materials which have become damaged or otherwise unfit for use during delivery, or storage, shall

be replaced at the expense of the Contractor.

1.7 PROJECT CONDITIONS

A. Environmental Conditions: Do not proceed with installation of joint sealers under the following conditions:

1. When ambient and substrate temperature conditions are outside the limits permitted by joint

sealer manufacturers. 2. When joint substrates are wet due to rain, frost, condensation, or other causes.

B. Joint Width Conditions: Do not proceed with installation of joint sealers where joint widths are less than allowed by the joint sealant manufacturer for the application indicated.

C. Joint Substrate Conditions: Do not proceed with installation of joint sealers until contaminants

capable of interfering with their adhesion are removed from joint substrates.

1.8 MOCK-UP A. Provide mock-up of sealant joints in conjunction with window, wall, and copings under provisions

of Division 01 Section “Quality Assurance”. B. Construct mock-up with specified sealant types and with other components noted.



C. Locate where directed. D. Subject to Architect’s approval mock-up may remain as part of the Work.

1.9 COORDINATION A. Coordinate the work with all sections referencing this section.

1.10 WARRANTY A. Division 01 Section "Warranties". B. Correct defective work within a five (5) year period after Date of Substantial Completion. C. Warranty: Include coverage for installed sealants and accessories which fail to achieve watertight

seal, discolor, exhibit loss of adhesion or cohesion, or do not cure.

PART 2 – PRODUCTS 2.1 MATERIALS, GENERAL

A. VOC Content of Interior Sealants: Sealants and sealant primers used inside the weatherproofing system shall comply with the following limits for VOC content when calculated according to 40 CFR 59, Subpart D (EPA Method 24):

1. Architectural Sealants: 250 g/L. 2. Sealant Primers for Nonporous Substrates: 250 g/L. 3. Sealant Primers for Porous Substrates: 775 g/L.

B. Low-Emitting Interior Sealants: Sealants and sealant primers used inside the weatherproofing system shall comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers."

C. Liquid-Applied Joint Sealants: Comply with ASTM C 920 and other requirements indicated for each liquid-applied joint sealant specified, including those referencing ASTM C 920 classifications for type, grade, class, and uses related to exposure and joint substrates.

1. Suitability for Immersion in Liquids. Where sealants are indicated for Use I for joints that will be continuously immersed in liquids, provide products that have undergone testing according to ASTM C 1247. Liquid used for testing sealants is deionized water, unless otherwise indicated.

D. Stain-Test-Response Characteristics: Where sealants are specified to be nonstaining to porous substrates, provide products that have undergone testing according to ASTM C 1248 and have not stained porous joint substrates indicated for Project.

E. Suitability for Contact with Food: Where sealants are indicated for joints that will come in repeated contact with food, provide products that comply with 21 CFR 177.2600.

2.2 HIGH PERFORMANCE EXTERIOR SEALANT

A. Type JS-1: Silicone, One part, neutral cure; ASTM C920, Type S, Grade NS, Class 50, with

movement capability of –50/+50%, Uses NT, G, A and O; ASTM C1184 for structural silicone



sealants. 1. 795 Silicone Building Sealant; Dow Corning Corp. 2. Color as selected by Architect, including standard and custom colors.

2.3 EXTERIOR SEALANT A. Type JS-2: Silicone, single component non-acid curing; ASTM C920, Type S, Grade NS, Class

100/50, with movement capability of –50/+100%, Uses T, NT, M, G, A and O. Fire Tests of Building Construction and Materials, UL 263 (ASTM E 119).

1. 790 Silicone Building Sealant; Dow Corning. 2. Color as selected by Architect, including standard and custom colors.

2.4 EXTERIOR EXPANSION JOINT SEALANT

A. Type JS-4: Precompressed expanding foam sealant with integral low-modulus silicone coating. Provide one of the following:

1. Colorseal; Emseal Joint Systems, Ltd. 2. Approved equal.

2.5 EXTERIOR METAL LAP JOINT SEALANT

A. Type JS-5: Butyl or Polyisobutylene, non-drying, non-skinning, non curing; ASTM C920, Grade NS, Class 12-1/2, Uses M, A, and O. Provide one of the following:

1. Chem-Calk 300; Bostik 2. Approved equal.

2.6 EXTERIOR HORIZONTAL TRAFFIC JOINT SEALANT A. Type JS-6: Self-leveling polyurethane, two-part; ASTM C920, Type M, Grade P, Class 25, Uses M,

and O with shore A hardness of 30-40. Provide one of the following:

1. Chem-Calk 550; Bostik 2. Permopol RC 270 SL; PRC 3. Urexpan NR 201; Pecora 4. Sikaflex 12SL; Sika Corp. 5. Sonolastic 2C SL; Sonneborn Building Products

2.7 EXTERIOR WEATHER JOINTS BETWEEN SIMILAR AND DISSIMILAR MATERIALS AND

HORIZONTAL PEDESTRIAN TRAFFIC JOINTS A. Elastomeric Compounds

1. Multi-Component Polyurethane (Sealant Type 1): ASTM C920, class and use as best suited for the intended purpose. Products meeting these requirements are:

a. "DYmeric" by Tremco.

b. "Dynatrol II by Pecora Corp.

c. "Sonolastic NP II" by Sonneborn Building Products.



2. Self-Leveling Traffic Bearing (Sealant Type 2): ASTM C920, self-leveling, two-part polyurethane compound, with a Shore A cured hardness of 35 plus or minus 5, complying with . Sealant shall have a joint movement capability of plus/minus 50 percent.

a. "Sonolastic 2C SL" by Sonneborn Building Products

b. "Sikaflex 12SL " by Sika Corp.

c. "Urexpan NR-201" by Pecora Corp.

2.8 INTERIOR GENERAL PURPOSE JOINT SEALANT

A. Type JS-7: Polyurethane, single component, non-sag; ASTM C920, Grade NS, Class 25, Uses M, G, and A. Provide one of the following:

1. Chem-Calk 900; Bostik 2. Chem-Calk 550; Bostik 3. Approved equal.

2.9 INTERIOR PAINTABLE JOINT SEALANT

A. Type JS-8: Acrylic Latex, one-part, non-sag, mildew resistant; ASTM C834, Grade NS, Class 12-1/2, Uses M, G, and A. Provide one of the following:

1. Chem-Calk 600; Bostik 2. AC-20; Pecora Corp. 3. Acrylic Latex 834; Tremco

2.10 INTERIOR SANITARY SEALANT

A. Type JS-9: Silicone, single component, mildew-resistant, Type M, Grade NS, ASTM C 920, Class

25, for sanitary applications.

1. 786; Dow Corning. 2. Silicone Sanitary 1700; General Electric Co. 3. Chem-Calk 1200 Bathroom Calk; Bostik.

2.11 INTERIOR HORIZONTAL TRAFFIC JOINT SEALANT A. Type JS-10: Polyurethane, single component self-leveling; ASTM C834, Type S, Grade P, Class 25,

Uses M, G, and A. Provide one of the following:

1. Chem-Calk 900; Bostik 2. Approved equal.

2.12 SECURITY JOINT SEALANT A. Type JS-11: Tamper Resistant Joint Sealant JS-6: ASTM C 92.

1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

a. Pecora Corporation; DynaFlex, DynaFlex SC. b. Sika Corporation; Silaflex-11 FC, Sikaflex-1a, Sikaflex-2c NS TG c. Sonneborn; Sonolastic Ultra.



B. Type JS-12: Pick Proof Joint Sealant JS-7: ASTM C 881.

1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

a. Euclid Chemical; Eulco 452-P Epoxy System. b. Pecora Corporation; DynaPoxy EP-1200. c. Sika Corporation; Sikadur AnchorFix-2, Sikadur 31 Hi-Mod Gel.

2.13 JOINT-SEALANT BACKING

A. General: Provide sealant backings of material and type that are nonstaining; are compatible with joint substrates, sealants, primers, and other joint fillers; and are approved for applications indicated by sealant manufacturer based on field experience and laboratory testing.

B. Cylindrical Sealant Backings: ASTM C 1330, of type, size and density to control sealant depth and

otherwise contribute to producing optimum sealant performance:

C. Elastomeric Tubing Sealant Backings: Neoprene, butyl, EPDM, or silicone tubing complying with ASTM D 1056, nonabsorbent to water and gas, and capable of remaining resilient at temperatures down to minus 26 deg F (minus 32 deg C). Provide products with low compression set and of size and shape to provide a secondary seal, to control sealant depth, and otherwise contribute to optimum sealant performance.

D. Bond-Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant manufacturer

for preventing sealant from adhering to rigid, inflexible joint-filler materials or joint surfaces at back of joint where such adhesion would result in sealant failure.

F. Compressible Rod (Filler Type 1): Types as shown, or as required for proper performance of the

sealant in the specific joint, which is compatible with sealant, as recommended by sealant manufacturer. One of the following:

1. Closed Cell Polyethylene Foam Rod: One of the following:

a. "Tremco Joint Backing" (Tremco).

b. "Green-Rod Polyethylene Backer Rod" (Nomaco, Inc.).

c. "HBR Backer Rod" (Hercules, Inc.).

d. "Sonofoam Back Rod" (Sonneborn Building Products).

2. Open Cell Polyurethane Rod: "Denver Foam" as distributed by Pecora Chemical Corp. or Woodmont Products Inc.

G. Preformed Sponge Rubber or Cork (Filler Type 2): ASTM D1752, Type I, II or III; type best suited

for joint condition. H. Closed Cell Neoprene (Filler Type 3): ASTM D1056, Type S, Class SCE. I. Closed Cell Polyethylene (Filler Type 5): Not less than 3 psi for 25% compression resistance,

highly resistant to petroleum oils and solvents, one of the following:

1. "Expand-O-Foam" (Williams Products, Inc.).



2. "Filler Foam Gasket FF-4" (Progress Unlimited Inc.) 3. "Tremco Joint Backing" (Tremco)

J. Select shape and size of joint filler in consultation with the manufacturer for proper performance in the specific condition of use in each case.

2.14 ACCESSORIES

A. Primer: Non-staining type, recommended by sealant manufacturer to suit application. B. Joint Cleaner: Non-corrosive and non-staining type, recommended by sealant manufacturer;

compatible with joint forming materials.

PART 3 - EXECUTION

3.1 EXAMINATION A. Verify that substrate surfaces and joint openings are ready to receive work. B. Verify that joint backing and release tapes are compatible with sealant.

3.2 PREPARATION A. Remove loose materials and foreign matter which might impair adhesion of sealant. B. Clean and prime joints in accordance with manufacturer's instructions. C. Perform preparation in accordance with manufacturer's instructions and ASTM C1193. D. Protect elements surrounding the work of this section from damage or disfiguration.

3.3 INSTALLATION A. Joint widths shall designed for anticipated movement but shall be a minimum of 3/8 inches wide. B. Perform installation in accordance with sealant manufacturer's requirements for preparation of

surfaces and material installation instructions. C. Perform installation in accordance with ASTM C1193. D. Perform acoustical sealant application work in accordance with ASTM C919. E. Measure joint dimensions and size joint backers to achieve width-to-depth ratio, neck dimension,

and surface bond area as recommended by manufacturer, except where specific dimensions are indicated.

F. Install bond breaker where joint backing is not used. G. Install sealant free of air pockets, foreign embedded matter, ridges, and sags. H. Apply sealant within recommended application temperature ranges. Consult manufacturer when

sealant cannot be applied within these temperature ranges. I. Tool joints concave unless otherwise indicated.



J. Precompressed Foam Sealant: Do not stretch; avoid joints except at corners, ends, and intersections; install with face 1/8 to 1/4 inch below adjoining surface.

K. Compression Gaskets: Avoid joints except at ends, corners, and intersections; seal all joints with

adhesive; install with face 1/8 to 1/4 inch below adjoining surface.

3.4 FIELD QUALITY CONTROL

A. Field-Adhesion Testing: Field-test joint-sealant adhesion to joint substrates as follows:

1. Perform 10 tests for the first 1000 feet (300 m) of joint length for each type of elastomeric sealant and joint substrate.

2. Perform one test for each 1000 feet (300 m) of joint length thereafter or one test per each floor per elevation.

3. Test Method: Test joint sealants by hand-pull method or tests recommended in ASTM C 1193.

4. Inspect joints for complete fill, for absence of voids, and for joint configuration complying with specified requirements. Record results in a field adhesion test log.

5. Inspect tested joints and report on whether sealants in joints connected to pulled-out portion failed to adhere to joint substrates or tore cohesively, whether sealants filled joint cavities and are free from voids, and whether sealant dimensions and configurations comply with specified requirements.

6. Record test results in a field adhesion test log. Include dates when sealants were installed, names of persons who installed sealants, test dates, test locations, whether joints were primed, adhesion results and percent elongations, sealant fill, sealant configuration, and sealant dimensions.

7. Repair sealants pulled from test area by applying new sealants following same procedures used to originally seal joints.

B. Evaluation of Field-Test Results: Remove sealants that fail to adhere to joint substrates during

testing or to comply with other requirements. Retest failed applications until test results prove sealants comply with indicated requirements.

3.5 CLEANING

A. Clean adjacent soiled surfaces.

3.6 PROTECTION OF FINISHED WORK A. Protect sealants until cured.

3.7 SCHEDULE

A. JS-1 - Exterior joints as follows: 1. Joints in stone panels. 2. Joints in cast stone panels. 3. Joints in metal panels. 4. Butt joints for insulated glazing units. 5. Structural silicone glazing to adhere insulated glazing units to mullions of curtain wall and

ribbon windows. 6. Joints between aluminum and metal panels or stone and cast stone. B. JS-2 - Control, Expansion, and Soft Joints in Masonry, and Between Masonry and Adjacent Work:

Colors as selected by Architect.



C. JS-1 or JS-2 - Exterior Joints for Which No Other Sealant Type is indicated. Colors as selected by

Architect. D. JS-4 - Exterior Wall Expansion Joints: Colors as selected by Architect. E. JS-5 - Lap Joints in Exterior Sheet Metal Work: Colors as selected by Architect. F. JS-6 - Control and Expansion Joints in Paving: Colors as selected by Architect. G. JS -7 - Interior Joints for Which No Other Sealant is indicated: Colors as selected. H. JS-7 or JS-8 - In STC-Rated Walls, Between Metal Stud Track/Runner and Adjacent Construction ,

Between Outlet Boxes and Gypsum Board: I. JS-9 - Joints between Plumbing Fixtures and Walls and Floors, and Between Countertops and Walls:

Colors as selected by Architect. J. JS-10 - Control and Expansion Joints in Interior Concrete Slabs and Floors: Colors as selected by

Architect. K. JS-11- Joints in supervised patient areas: Nursing unit corridors, common use and treatment hall

corridors: Colors as selected by Architect. L. JS-12 – Joints in un-supervised patient areas: Bedrooms, patient toilets and bathrooms, seclusion

rooms: Colors as selected by Architect.

END OF SECTION 079200

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C9A-603-C

TYP

B9A-603-C

TYP

A8A-603-C

TYPD9

A-603-CTYP

C8A-603-C

TYP

C9A-603-C

TYP

CW-1

G1G1

4' - 8"

4' -

8"

H9A-604-C

TYP

D9A-604-C

TYP

F9A-604-C

TYP

W15

H1A-604-C

TYP

W-1

INSULATED SECURITY GLASS; VENETIAN BLINDS;POLYCARBONATE PANEL

INSULATED SECURITY GLASS

INSULATED SECURITY GLASS; SECURITY FILM

INSULATED GLASS

1/2" CLEAR POLYCARBONATE PANEL

G2

G3

G5

G1

3/8" LAMINATED GLASS; SECURITY FILM BOTH SIDES(DOORS ONLY)

G6

G4

G5

G5

G5G7-E

G7-D

G7-E G7-C

G7-B G7-F G7-F

G7-E

G7-D

G7-E

G7-B

G7-C

VIF22' - 2"

1' -

0"3'

- 10

"1'

- 10

"1'

- 0"

F8

E9A-603-C

TYP

E3A-603-C

TYP

F6A-603-C

TYPF6

A-603-CTYP

F9A-603-C

TYP

3' - 10" 1' - 10" 3' - 10" 1' - 10" 3' - 10" 1' - 10" 3' - 10"

VIF

8' -

8"

1' -

5"2'

- 0"

G5

3' -

10"

1' -

10"

1' -

0"

+/- 3' - 4" 1' - 10" 3' - 10" 1' - 10"

F10

F6A-603-C

TYP

F9A-603-C

TYP

E3A-603-C

TYP

F6A-603-C

TYPF8

A-603-CTYP

F4A-603-C

TYP

VIF15' - 4 1/2"

VIF

7' -

6"

SCHEDULESEE

E9A-603-C

TYP

I8A-603-C

TYP

1

1

F7

G5

G5G7-C

G7-B G7-F G7-F

G7-E

G7-D

G7-E

G7-B

G7-C

F6A-603-C

TYP

E3A-603-C

TYP

F9A-603-C

TYP

F6A-603-C

TYPVIF

8' -

8"

3' - 10" 1' - 10" 3' - 10" 1' - 10"

E9A-603-C

TYP

3' - 10"

1' -

0"1'

- 10

"3'

- 10

"1'

- 0"

16' - 2"

1/2" TRANSLUCENT ACRYLIC RESIN PANELG7-A

1/2" TRANSLUCENT ACRYLIC RESIN PANELG7-B

1/2" TRANSLUCENT ACRYLIC RESIN PANELG7-C

1/2" TRANSLUCENT ACRYLIC RESIN PANELG7-D

1/2" TRANSLUCENT ACRYLIC RESIN PANELG7-E

1/2" TRANSLUCENT ACRYLIC RESIN PANELG7-F

G5

W4ACW-1

VIF

7' -

10 1

/2"

2' - 0" 4' - 1" 2' - 0"

1' -

5"2'

- 0

1/2"

4' -

5"

G5

G5

A9A-603-C

TYP

B9A-603-C

TYP

B9A-603-C

TYP

C8A-603-C

TYP

+/- 15' - 7"

C9A-603-C

TYPB8

A-603-CTYP

B8A-603-C

TYP

C9A-603-C

TYP

SEE ENLARGED PLAN

G5

G7-A

G5 G7-B

G7-C

G7-D

G7-C

1' -

10"

1' -

10"

3' -

10"

1' -

10"

1' -

0"F13

F9A-603-C

TYP

E3A-603-C

TYP

F6A-603-C

TYP

I8A-603-C

TYP

F8A-603-C

TYP

E9A-603-C

TYP VIF

7' -

6"

1' - 10" 3' - 10" 1' - 10"

G5

G5G7-B

G7-C

G7-D

G7-C

G7-A

3' -

10"

1' -

10"

1' -

0"

1' -

10"

1' -

10"

1' - 10" 3' - 10" 1' - 10"

F14

F9A-603-C

TYP

E3A-603-C

TYP

F6A-603-C

TYP

F8A-603-C

TYP

E9A-603-C

TYP

VIF11' - 4"

VIF

7' -

6"

G5

G7-D G7-E

G7-C G7-F

F15

F9A-603-C

TYP

E3A-603-C

TYP

F6A-603-C

TYP

E9A-603-C

TYP

3' - 10"VIF

9' - 6"

1' - 10" 3' - 0"

3' -

10"

1' -

10"

1' -

0"

7' -

6"

I8A-603-C

TYP

1

G5

F16

F9A-603-C

TYP

F6A-603-C

TYP

E6A-603-C

TYP 3' -

0"

F8A-603-C

TYP

15' - 2 3/4"

4' -

2"

I8A-603-C

TYP

1

G3 G3

4' -

7 1/

4"2'

- 5"

A9A-603-C

TYP

C9A-603-C

TYP

B9A-603-C

TYP

B9A-603-C

TYP

C8A-603-C

TYP

B8A-603-C

TYP

D8A-603-C

TYP

W17

+/- 3' - 11"SEE

SCHEDULE2 EQ GLAZING PANELS

CW-1

VIF15' - 8"

VIF

7' -

10"

C9A-603-C

TYP

4' -

7 1/

4"2'

- 5"

G3 G3

+/- 2

' - 5

1/2

"

A9A-603-C

TYP

C9A-603-C

TYP

B9A-603-C

TYP

B9A-603-C

TYP

C8A-603-C

TYPA8

A-603-CTYP

METALCOMPOSITEPANEL INFILL

W18

+/- 3' - 11"SCHEDULE

SEE2 EQ PANELS

CW-1

VIF

10' -

6"

VIF14' - 10"

G1

VIF12' - 7 1/2"

4' -

0"6'

- 0"

EQ EQ EQ

H1A-604-C

TYP

METALCOMPOSITE

PANELSYSTEM

W19

H6A-604-C

TYP

D6A-604-C

TYP

F6A-604-C

TYP

VIF

10' -

0"

W-1

F11 NOTES:1. FRAME AND WINDOW ASSEMBLIES TO BE SEALEDTO RESIST THE FREE PASSAGE OF SMOKE.2. PROVIDE ELECTROMAGNETIC HOLD OPEN AND TIEINTO EXISTING FIRE/SMOKE ALARM SYSTEM.3. SEE HARDWARE GROUP #63 - SPECIFICATIONSECTION 087100 FOR DOOR HARDWARE.4. SEE DETAILS I1 & E1 ON A-603-C.

F11

HM FRAME

4"2"

2"

G5

SPEAK THRU

HM DOOR BEYOND

3' -

0"3'

- 0"

2' - 0"

G5

F3

1' -

0"1'

- 10

"

G7

G5

I8A-603-C

TYP

E9A-603-C

TYP

E3A-603-C

TYP

E8A-603-C

TYP 1' -

10"

1' -

6"

SEE SCHEDULE2' - 0"

7' -

0"

1

1/2" TRANSLUCENT ACRYLIC RESIN PANELG7-G

FIRE RATED GLASS (DOORS ONLY)G8

EQ 4' - 8" EQ

G1

+/- 1

' - 4

"4'

- 8"

2' -

0"

W20

H3A-604-C

TYP

H1A-604-C

TYP

D3A-604-C

TYP

F3A-604-C

TYP

VIF

8' -

0"

W-1

METAL COMPOSITEPANEL SYSTEM

A. SEE SPECIFICATION FOR FRAME TYPE REFERENCE (I.E. CW-1, W-1, ETC.)

B. ALL ALUMINUM FRAMES ARE TO BE CLEAR ANODIZED, UNLESS OTHERWISENOTED

3' - 0"

7' -

0"

F9A-603-C

TYP

E9A-603-C

TYP

E3A-603-C

TYP

F17

G5

W22CW-1B

D6A-603-C

TYP

B9A-603-C

TYP

C9A-603-C

TYP

5' -

0"

4' - 2 1/2"

1' -

0 1/

2"1'

- 11

1/2

"

2' - 5 3/4"

DEAL TRAY

G5

W23CW-1B

D6A-603-C

TYP

5' -

0"

1' - 7"

C9A-603-C

TYP

1' -

0 1/

2"1'

- 11

1/2

"

B9A-603-C

TYP

G5

W24CW-1B

DEAL TRAY

B9A-603-C

TYP

C9A-603-C

TYP

5' -

0"

3' - 4"

1' -

0 1/

2"1'

- 11

1/2

"

WAUSAU WINDOWS 2187 DT SEAL GLAZED WITH G5OR APPROVED EQUAL

The

desi

gn c

once

pts,

con

stru

ctio

n dr

awin

gs a

nd d

etai

ls p

rese

nted

her

ein

are

the

sole

pro

perty

of A

rchi

tect

ural

Res

ourc

es, P

.C.

Any

repr

oduc

tion

or o

ther

use

of t

his

info

rmat

ion

with

out

the

writ

ten

cons

ent o

f Arc

hite

ctur

al R

esou

rces

, P.C

. is

expr

essl

y pr

ohib

ited.

All

right

s re

serv

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Cop

yrig

ht A

rchi

tect

ural

Res

ourc

es, P

.C.

Architectural Resources505 Franklin St.Buffalo, New York 14202716-883-5566 716-883-5569 fax

Consultants:

H

G

F

E

D

C

B

A

1

2

3

4

Project Key

Phase

Project Title

Checked By: Date:

DASNY Project No:

Description Date:

REVISIONS

Seal & Signature

Drawn By:

5

6

7

IT IS A VIOLATION OF STATE EDUCATION LAW FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSEDARCHITECT/ENGINEER TO ALTER THIS DOCUMENT IN ANYWAY. ALTERATIONS MUST HAVE THE SEAL AFFIXEDALONG WITH A DESCRIPTION OF THE ALTERATIONS, DATE, AND ARCHITECT'S/ENGINEER'S SIGNATURECOPYRIGHT ©2013

THESE DOCUMENTS CONTAIN POTENTIALLY SENSITIVE INFORMATION AND SHALL BE USED FOR THEIR INTENDEDPUPOSE. ONCE THE INTENDED PURPOSE HAS CEASED, THE DOCUMENTS SHALL BE DESTROYED IN A SECUREMANNER.

Drawing Number

Consultant Project No:

1 2 3 4 5 6 7 8 9

I

J

10

Bid Documents

Buildings No. 62, 62A& 79 Renovations

3203709999

12/19/2016

N

1/19

/201

7 11

:28:

20 A

MC

:\Rev

it Lo

cal F

iles\

400.

26-A

-Cen

tral_

R16

_mm

ancu

so@

arch

res.

com

.rvt

Frame & WindowTypes

A-602-C400.26

400 Forest Ave, Buffalo, New York 14213

MJMDJK/SAB

Buffalo Psychiatric Center

Watts Architecture & Engineering95 Perry Street, Suite 300Buffalo, NY 14203716-206-5100 716-206-5199 fax

Dirtworks PC Landscape Architecture315 W39th Street, Studio #910New York, New York 10018212-529-2263 212-505-0904 fax

C&S Engineers141 Elm Street, Suite 100Buffalo, NY 14203716-847-1630 716-847-1454 fax

Siracuse Engineers PC808 Main StreetBuffalo, NY 14202716-2856-1894 716-852-2621 fax

Hollow Metal Frame Types

Aluminium Frame Types

FINISHED FLOOR

FINISHED FLOOR

FINISHED FLOOR

FINISHED FLOOR

FINISHED FLOOR

Glazing Schedule

Code Consultants Inc.2043 Woodland Parkway, Suite 300St. Louis, MO 63146-4235314-991-2633 314-991-4614 fax

Clough Harbour & Associates3 Winners Circle, PO Box 5269Albany, NY 12205518-453-4549 518-458-1735 fax

Drawing Notes - Door and Window Frames

Aluminum Frame Types

Window Frame Legend

ADDENDUM #1 1/19/2017

1

CONT SEALANT BOTH SIDES

DOOR PER SCHEDULE

2"5/

8"

EXISTING WALLCONSTRUCTION

TYPE 'X' GWB

20 GA METAL STUD

HM FRAME

1/2" 1/2"


DOOR PER SCHEDULE

2" 5/8"


20 GA METAL STUD

HM FRAME

1/2"


HM FRAME W/ (3)ANCHORS PER JAMB

DOOR PER SCHEDULE

2"5/

8"

STEEL STUD & GWB WALL -SEE FLOOR PLAN FOR WALLTYPE

1/2" 1/2"

METAL STUD TRACK - TYP

X"

X+1"


DOOR PER SCHEDULE

SIM 4"2" 5/8"

20 GA METAL STUD

HM FRAME

4 7/

8"

1/2"

CONTINUOUS SEALANT BOTHSIDES - TYP

(2) L 4" X 3-1/2" x 5/16"STEEL LINTEL (LLV) - MIN6" BEARING EACH END

SOLID CMU SOAP


REMOVE GWB FINISHBACK TO NEARESTCHANNEL

4"

TYPE 'X' GWB

HM FRAME

CONTINUOUS SEALANTBOTH SIDES - TYP


PAINTED DOOR FRAME - 3MASONRY ANCHORS PERJAMB MIN - TYP

TOOTH-IN NEWCMU BLOCK

CONTINUOUS SEALANTBOTH SIDES

1/2" 1/2"

2"

HM FRAME1"

1" REMOVABLE STOP TYPWITH SECURITY FASTENERSGLAZING

EXISTING WALLCONSTRUCTION TO REMAIN

METAL TRACK

HM FRAME

GLAZING

2"

X +

1"

HM SILL BEYOND

1" REMOVABLE STOPTYP WITH SECURITYFASTENERS

NOTE: VERTICAL AND/ORHORIZONTAL MULLION

GLAZING


2" HM FRAME - 4 ANCHORSPER JAMB MIN

1" REMOVABLE STOP TYPWITH SECURITYFASTENERS

2"

HM FRAME

DOOR - SEE DOORSCHEDULE

HM SILL BEYOND

GLAZING


4"

CORRIDOR SIDE

HM SILL BEYOND

GLAZING

1" REMOVABLESTOP TYP WITHSECURITYFASTENERS

HM FRAME


HM FRAME

GLAZING


2"

1" REMOVABLE STOPFASTENED WITHSECURITY FASTENERS

1/2" 1/2"

EXISTING WALL CONSTRUCTIONTO REMAIN

4"5/

8"

HM FRAME

GLAZING

5/8" REMOVABLESTOP FASTENEDWITH SECURITYFASTENERS - TYP

WALL + 1"

EXISTING

GLAZING

1" REMOVABLESTOP TYP WITHSECURITYFASTENERS

HM FRAME

X

X

X

GLAZING / METALCOMPOSITE PANEL

ALUMINUM WINDOW

2 1/

2"

4 3/4" EXTERIOR TRIM COVER

GLAZING

ALUMINUM WINDOW

2 1/

2"

4 3/4"

EXTERIOR TRIM COVER

GLAZING / METALCOMPOSITE PANELWINDOW FRAMESYSTEM

5"

4 3/4"

EXTERIOR TRIM COVER

GLAZING

ALUM CURTAINWALL


7 3/4"

INTERIORGLAZING

11

GLAZINGALUM CURTAIN WALL


2 1/2"

INTERIOR GLAZING W/ENDCAP

7 3/

4"

1

GLAZING

ALUM CURTAINWALL

+/- 8 3/4"

TRIM COVER

ALUM CURTAINWALL

GLAZING

2 1/

2"

INTERIORGLAZING WHEREINDICATED

7 3/4"

GLAZING

ALUM CURTAIN WALL

7 3/

4"

INTERIOR GLAZING

1

GLAZING

ALUM CURTAINWALL5"

EXTERIORTRIMCOVER

7 1/4"

GLAZING

ALUM CURTAINWALL2

1/2"

EXTERIOR TRIM COVER

7 1/4"

1

GLAZING

ALUM CURTAIN WALL

2 1/

2"

EXTERIORTRIM COVER

7 1/4"1


HM FRAME W/ (3)ANCHORS PER JAMB

STEEL STUD & GWB WALL -SEE FLOOR PLAN FOR WALLTYPE

METAL STUD TRACK - TYP

X"

X+1"

1/2" 1/2"

2"


20 GA METAL STUD

1/2"

1/2"

X +

1

X

2"

HM FRAME

2"

HM FRAME


GLAZING


ALUM CURTAIN WALL

INTEGRAL EXTRUDEDALUMINUM SILL FLASHING

2 1/2" EXTERIOR TRIM COVER

5"

GLAZING

7 1/4"1

GLAZING

ALUM CURTAIN WALL

2 1/2"

4 3/

4"


EXTERIOR TRIM COVER

GLAZING

ALUMINUM WINDOW

2 1/

2"

4 3/4"


EXTERIOR TRIM COVER

ALUMINUM WINDOW2 1/

2"

4 3/4"


EXTERIOR TRIM COVER

GLAZING

ALUM CURTAINWALL

2 1/

2"


EXTERIOR TRIM COVER

7 1/4"1

GLAZING

ALUM CURTAINWALL

2 1/2"


EXTERIOR TRIM COVER

7 1/

4"

1

GLAZING

ALUM CURTAIN WALL

5"

4 3/

4"


GLAZING

ALUM CURTAIN WALL5"

4 3/

4"



HM DOOR FRAME - 3MASONRY ANCHORSPER JAMB

NO DOOR STOP FORCASED OPENING


(2) L 4" X 3-1/2" x 5/16"STEEL LINTEL (LLV) - MIN6" BEARING EACH ENDSOLID CMU SOAP

EXISTING CMU

4"

HM FRAME

NO DOOR STOP FORCASED OPENINGS

CONT SEALANT BOTH SIDESHM FRAMETRANSACTION WINDOW

2"

PLASTIC LAMINATECOUNTER

1/2"

1/2"

20GA. METAL STUDS - TYP

X

R 2"R 2"

2' - 8"

8"

CASH OFFICE SIDE

CORRIDOR SIDE

EXISTING WALL CONSTRUCTION

HM DOOR

2" 2"

"CRL" SATIN ANODIZED ALUMSPEAK-THRU (CATALOG #834A).


HM WINDOW FRAMEGLAZING

CORRIDORSIDE

1" STOP WITH SECURITYFASTENERS

20 GA METAL STUDTRACK(2) PLASTIC LAMINATEON 3/4" PLYWOODSHELF SUPPORTPLASTICLAMINATE ONWOOD BLOCKING

PLASTIC LAMINATECOUNTER ON 3/4" PLYWOOD

HM DOOR W/ SMOKE SEALS

CASH OFFICESIDE

NOTE:COUNTERSINK &CONCEAL ALLFASTENERS

BASE PER FINISHSCHEDULE

CONTINUOUS SEALANT -TYP BOTH SIDES

20 GA METALSTUD TRACK1/2" 1/2"

2"

1'-0" HARDWOODBLOCKING AT CENTEROF SPAN

COPE TO PROFILEOF HM FRAME

CLOSER PERHARDWARE SCHEDULE

"CRL" SATIN ANODIZED ALUMSPEAK-THRU (CATALOG #834A).

6 1/2"

ALUM CURTAINWALL

EXTERIORTRIM COVER

GLAZING

7 1/

4"

7 1/4"

2 1/2"

2 1/

2"

9 3/

4"

9 3/4"

GLAZING

ALUM CURTAINWALL

5" EXTERIORTRIM COVER

INTERIORGLAZING WHEREINDICATED

+/- 8 3/4"

GLAZING

ALUM CURTAINWALL

5"

EXISTING WALL

7 1/

4"

1

GLAZING

ALUM CURTAINWALL

DOOR - SEE DOORSCHEDULE5"

EXISTING WALL

7 1/

4"

1

CONT SEALANTBOTH SIDES

DOOR PER SCHEDULE

4" 5/8"


7/16

"7/

16" 20 GA METAL STUD

HM FRAME

GLAZING

CONTINUOUSSEALANT BOTHSIDES

4"

HM FRAME - 4ANCHORS PERJAMB MIN

1" REMOVABLESTOP, TYPWITH SECURITYFASTENERS


EXISTING STEEL BEAM

SOLID CMU SOAP

EXISTING CMU

4"

HM FRAME

NO DOOR STOP FORCASED OPENINGS

ALUMINUM FRAME

CEILING - SEE RCP- TYP

TYP

6"

WALL CONSTRUCTION - SEEFLOOR PLAN

3 5/8" METAL STUDBRACING @ 4'-0" OC

EXTEND STUD TODECK ABOVE - TYP

NOTE: PROVIDE ABUSE-RESISTANT GWB TODECK ABOVE AT SALLYPORT LOCATIONS

GLAZING

ALUMCURTAINWALL

INTERIORGLAZING, WHEREINDICATED

TRIMCOVER

+/- 8

3/4

"


EXTERIOR TRIMCOVER

ALUM CURTAINWALL

+/- 8

3/4

"

1

ALUM CURTAIN WALL

5"DOOR - SEE DOORSCHEDULE

ALUM CURTAIN WALL

5"

GLAZING

4 3/

4"4

3/4"


DOUBLE EGRESS DOORPER SCHEDULE

20 GA METAL STUD

HM FRAME

4 7/

8"

4 7/

8"

CONT SEALANTBOTH SIDES

HM FRAME W/ (3)ANCHORS PERJAMB

DOOR PERSCHEDULE

STEEL STUD & GWBWALL - SEE FLOORPLAN FOR WALLTYPE

METAL STUDTRACK - TYP

X"

2"5/

8"

1/2" 1/2"

x + 1"

GLAZING

ALUM CURTAINWALL5"

EXTERIORTRIM COVER

INTERIORGLAZING

INTEGRAL EXTRUDEDALUMINUM SILLFLASHING

VIF +/- 8 3/4"

GLAZING

ALUMINUMCURTAINWALL FRAME

7 1/4"

2 1/

2"

7 1/4"

7 1/

4"

CLOSUREPIECE

GLAZING

ALUM CURTAINWALL5"

EXTERIORTRIMCOVER

7 1/4"1

ALUM CURTAINWALL

GLAZING

2 1/

2"NEW GLAZINGEXISTING CURTAINWALL

+/- 8 3/4"GLAZING

ALUM CURTAIN WALL

7 3/

4"

INTERIOR GLAZINGW/ ENDCAP

ALUM CURTAINWALL

EXTERIORTRIM COVER

GLAZING

4 3/

4"

2 1/2"

2 1/

2"

4 3/4"

7 1/

4"

7 1/4"

The

desi

gn c

once

pts,

con

stru

ctio

n dr

awin

gs a

nd d

etai

ls p

rese

nted

her

ein

are

the

sole

pro

perty

of A

rchi

tect

ural

Res

ourc

es, P

.C.

Any

repr

oduc

tion

or o

ther

use

of t

his

info

rmat

ion

with

out

the

writ

ten

cons

ent o

f Arc

hite

ctur

al R

esou

rces

, P.C

. is

expr

essl

y pr

ohib

ited.

All

right

s re

serv

ed.

Cop

yrig

ht A

rchi

tect

ural

Res

ourc

es, P

.C.

Architectural Resources505 Franklin St.Buffalo, New York 14202716-883-5566 716-883-5569 fax

Consultants:

H

G

F

E

D

C

B

A

1

2

3

4

Project Key

Phase

Project Title

Checked By: Date:

DASNY Project No:

Description Date:

REVISIONS

Seal & Signature

Drawn By:

5

6

7

IT IS A VIOLATION OF STATE EDUCATION LAW FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSEDARCHITECT/ENGINEER TO ALTER THIS DOCUMENT IN ANYWAY. ALTERATIONS MUST HAVE THE SEAL AFFIXEDALONG WITH A DESCRIPTION OF THE ALTERATIONS, DATE, AND ARCHITECT'S/ENGINEER'S SIGNATURECOPYRIGHT ©2013

THESE DOCUMENTS CONTAIN POTENTIALLY SENSITIVE INFORMATION AND SHALL BE USED FOR THEIR INTENDEDPUPOSE. ONCE THE INTENDED PURPOSE HAS CEASED, THE DOCUMENTS SHALL BE DESTROYED IN A SECUREMANNER.

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Consultant Project No:

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Bid Documents

Buildings No. 62, 62A& 79 Renovations

3203709999

12/19/2016

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Door & WindowDetails

A-603-C400.26

400 Forest Ave, Buffalo, New York 14213

MJMDJK/SAB

Buffalo Psychiatric Center

Watts Architecture & Engineering95 Perry Street, Suite 300Buffalo, NY 14203716-206-5100 716-206-5199 fax

Dirtworks PC Landscape Architecture315 W39th Street, Studio #910New York, New York 10018212-529-2263 212-505-0904 fax

C&S Engineers141 Elm Street, Suite 100Buffalo, NY 14203716-847-1630 716-847-1454 fax

Siracuse Engineers PC808 Main StreetBuffalo, NY 14202716-2856-1894 716-852-2621 fax

Code Consultants Inc.2043 Woodland Parkway, Suite 300St. Louis, MO 63146-4235314-991-2633 314-991-4614 fax

Clough Harbour & Associates3 Winners Circle, PO Box 5269Albany, NY 12205518-453-4549 518-458-1735 fax

1 1/2" = 1'-0"I9 Head Detail

1 1/2" = 1'-0"H9 Jamb Detail

1 1/2" = 1'-0"I8 Head Detail

1 1/2" = 1'-0"H8 Jamb Detail

1 1/2" = 1'-0"I5 Head Detail

1 1/2" = 1'-0"H5 Jamb Detail

1 1/2" = 1'-0"F9 Window Head Detail 1 1/2" = 1'-0"F6 Window Mullion Detail

1 1/2" = 1'-0"E9 Window Jamb Detail

1 1/2" = 1'-0"F8 Window Jamb Detail

1 1/2" = 1'-0"E8 Window Jamb @ Door - Wide 1 1/2" = 1'-0"E6 Window Sill Detail

1 1/2" = 1'-0"E3 Sill Detail 1 1/2" = 1'-0"E5 Window Jamb Corner

1 1/2" = 1'-0"C9 Head/Jamb Detail

1 1/2" = 1'-0"B9 Mullion Detail

1 1/2" = 1'-0"A9 Sill Detail

1 1/2" = 1'-0"C5 Head Detail

1 1/2" = 1'-0"B5 Jamb Detail

1 1/2" = 1'-0"C6 Head Detail


1 1/2" = 1'-0"A5 Mullion Detail 1 1/2" = 1'-0"A2 Sill Detail


1 1/2" = 1'-0"C2 Head/Jamb Detail

1 1/2" = 1'-0"I6 Head Detail

1 1/2" = 1'-0"H6 Jamb Detail

1 1/2" = 1'-0"F5 Head Detail

1 1/2" = 1'-0"D1 Sill Detail

1 1/2" = 1'-0"C8 Jamb Detail

1 1/2" = 1'-0"A8 Head Detail

1 1/2" = 1'-0"B8 Head/Jamb Detail

1 1/2" = 1'-0"C1 Head Detail

1 1/2" = 1'-0"B1 Jamb Detail

1 1/2" = 1'-0"D8 Jamb Detail

1 1/2" = 1'-0"H4 Jamb Detail

1 1/2" = 1'-0"I4 Head Detail

1 1/2" = 1'-0"I1 Window Plan Detail

1 1/2" = 1'-0"E1 Window Section Detail

1 1/2" = 1'-0"D2 Corner Detail

1 1/2" = 1'-0"A6 Mullion Detail

1 1/2" = 1'-0"B3 Double Jamb Detail

1 1/2" = 1'-0"C3 Double Jamb Detail

1 1/2" = 1'-0"F4 Jamb Detail

1 1/2" = 1'-0"E4 Window Jamb Detail

1 1/2" = 1'-0"I3 Head Detail

1 1/2" = 1'-0"H3 Typical Head Detail

1 1/2" = 1'-0"C4 Jamb Detail

1 1/2" = 1'-0"B4 Jamb Detail

1 1/2" = 1'-0"D9 Jamb Detail

1 1/2" = 1'-0"F2 Double Egress Jamb Detail

1 1/2" = 1'-0"E2 Double Egress Head Detail

1 1/2" = 1'-0"A4 Sill Detail 1 1/2" = 1'-0"A3 Jamb Detail

1 1/2" = 1'-0"A1 Mullion Detail

1 1/2" = 1'-0"D5 Mullion Detail 1 1/2" = 1'-0"D4 Mullion Detail

ADDENDUM #1 1/19/2017

1 1/2" = 1'-0"D6 Corner Detail

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ADDENDUM #1 DORMITORY AUTHORITY STATE OF NEW …savarinocompanies.com/content/documents/bids/320370...

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