Winsted Addendum #4-1 RENOVATE - Town of Winchester CT

ADDENDUM #4

State Project No. 162-0043 RVN Mary P. Hinsdale Elementary School Renovate as New – Winsted Addendum #4-1

RENOVATE AS NEW

MARY P. HINSDALE ELEMENTARY SCHOOL 15 HINSDALE AVENUE WINSTED, CT 06098 STATE PROJECT #162-0043 RNV

S/P+A PROJECT NO. 18.223

DATE: March 4, 2021

The following changes to the Drawings and Project Specifications shall become a part of the Drawings and Project Specifications; superseding previously issued Drawings and Project Specifications to the extent modified by Addendum No. 4.

General Information:

• The deadline for RFIs was Tuesday, March 2, 2021.

• See attached RFI log. (9)

• See attached Substitution Requests. (54)

• The ARCHITECTURAL drawings indicated to be deleted in Addendum #3 were also replaced with new drawings in said addendum.

Changes to Addenda:

• Addendum #1, BID FORM has been deleted in its entirety. A new BID FORM has been added and is attached as part of this addendum. (7) (Per RFIs #111 and 112)

New Specifications:

• The following SECTIONS have been added and are attached as part of this addendum:

o 040120.64 MAINTENANCE OF UNIT MASONRY (6) (Per RFIs #111 and 112) o 230523 GENERAL-DUTY VALVES FOR HVAC PIPING (11) (Per RFI #127)

Changes to the Specifications:

• TABLE OF CONTENTS:

o Page 2, Division 04 – Masonry, add the following:

“Section 040120.64 Maintenance of Unit Masonry 6” (Per RFIs #111 and 112)

o Page 5, Division 23 – Heating, Ventilating and Air Conditioning:

Section 230993, Pages, revise “16” to read “17”. (Per Commissioning Review) Section 235100, delete in its entirety. (Per RFIs #125 & 126)

ADDENDUM #4


Add the following:

“Section 230523 General-Duty Valves for HVAC Piping 11” (Per RFI #127)

• SUPPLEMENTARY INSTRUCTIONS TO BIDDERS, Page 6, Article 9.3, 2nd sentence, revise “a cost” to read “NO cost” and “including” to read “excluding”. (Per RFI #110)

• SECTION 012100, ALLOWANCES:

o Page 1, Article 1.2.B., add the following:

“2. Lump sum allowances”.

o Page 3, Article 3.3, add the following:

“C. Allowance No. 3: Brick Replacement and Mortar Repointing: Include in the Base Bid an allowance of five thousand dollars ($5,000) for the labor, material, and equipment to replace existing bricks and repoint existing mortar with new to match existing in areas as directed by the Architect. Removal and replacement shall include all manpower, scaffolding and tools to complete the work. Refer to Section 040120.64 “Maintenance of Unit Masonry” for additional information.” (Per RFIs #111 and 112)

• SECTION 013233, PHOTOGRAPHIC DOCUMENTATION, Page 1, Article 1.3.C., delete in its entirety. (Per RFI #097)

• SECTION 013300, SUBMITTAL PROCEDURES, , Article 1.5.A., revise “CAD Drawings of the Contract Drawings” to read “the Building Information Model (BIM)”. (Per Internal Review)

• SECTION 087100, DOOR HARDWARE:

o Page 12, Article 2.11.B.1.d., delete “XP” in its entirety. o Page 13, Article 2.12.B.1.b., revise “4040 Series” to read “4040/4050A Series”. (Per Internal

Review)

• SECTION 102800, TOILET, BATH, AND LAUNDRY ACCESSORIES:

o Page 3, Article 2.3, add the following:

“F. Sanitary-Napkin Disposal Unit:

1. Basis-of-Design Product: Bobrick #B-254 2. Mounting: Surface mounted. 3. Door or Cover: Self-closing, disposal-opening cover. 4. Receptacle: Removable. 5. Material and Finish: Stainless-steel, No. 4 finish (satin).” (Per RFI #095)

o Page 4, Article 2.6.A.1., revise “Bobrick #B-7316” to read “Global Industrial #WG436953SS”. (Per RFI #094)

ADDENDUM #4


• SECTION 114000, FOODSERVICE SPECIFICATIONS, Page 42, Item #4, revise “swivel casters” to read “feet” and add the following:

“2. Profile with electrical subpanel.” (Per Internal Review)

• SECTION 230993, SEQUENCE OF OPERATION FOR HVAC CONTROLS has been deleted in its entirety. A new SECTION 230993 has been added and is attached as part of this addendum. (17) (Per Commissioning Review)

• SECTION 235100, BREECHINGS, CHIMNEYS, AND STACKS, delete in its entirety. (Per RFIs #125 & 126)

• SECTION 235216, CONDENSING BOILERS, Page 7:

o Article 2.5.A., 2nd sentence after “stainless-steel” add “or CPVC” and add to the end of the paragraph the following:

“Foam core pipe is not allowed for venting. Boilers must be vented per the manufacturer’s recommendation.” (Per RFI #125)

o Article 2.5.C., revise “PVC” to read “CPVC” and add to the end of the paragraph the following:

“Foam core pipe is not allowed for combustion air.” (Per RFI #126)

Changes to the Drawings:

• The following ARCHITECTURAL drawings have been deleted in their entirety. New ARCHITECTURAL drawings have been added and are attached as part of this addendum.*

o A101 FLOOR PLAN – AREA ‘A’ o A102 FLOOR PLAN – AREA ‘B’ o A540 SECTION DETAILS – AREA ‘A’ (Per RFI #093)

• DRAWING A721, INTERIOR ELEVATIONS – AREA ‘B’, HUB Room B137 South Elevation 3, revise “Tack Board” on right to read “White Board”. (Per RFI #074)

• DRAWING A727, INTERIOR ELEVATIONS – AREA ‘B’, SW/BT/Psych Room B162 East Elevation 7 and West Elevation 9, revise “Tack Board” on right to read “White Board”. (Per RFI #075)

• DRAWING S200, COLUMN SCHEDULE has been deleted in its entirety. A new DRAWING S200 has been added and is attached as part of this addendum.* (Per Internal Review)

• The following PLUMBING drawings have been deleted in their entirety. New PLUMBING drawings have been added and are attached as part of this addendum.*

o P801-P802 PLUMBING DETAILS (Per Commissioning Review)

ADDENDUM #4


• DRAWING P102, PLUMBING – AREA ‘B’, Corridor B100.K, FCO Note, 2nd sentence, revise to read as follows:

“Remove and replace cover plate with new – typical.” (Per RFI #120)

• DRAWING P901, PLUMBING SCHEDULES:

o Plumbing Fixture/Equipment Schedule, Description:

LAV1-HC, LAV2-HC, and SK-HC Faucets and TMV-K, add “Maximum Hot Water Temperature: 105oF.”.

MSK, SSK, and TMV, add “Maximum Hot Water Temperature: 120oF.”. (Per Commissioning Review)

o Fixture Connection Schedule, Description, Dishwasher, revise “11452” to read “114000”. (Per Internal Review)

• The following MECHANICAL drawings have been deleted in their entirety. New MECHANICAL drawings have been added and are attached as part of this addendum.*

o M001 MECHANICAL NOTES, LEGEND & ABBREVIATIONS o M701 MECHANICAL CONTROLS o M803 MECHANICAL DETAILS o M805 MECHANICAL FLOW DIAGRAMS (Per Commissioning Review) o M901 MECHANICAL SCHEDULES (Per RFI #117 and Commissioning Review)

The bid date has been extended to March 16, 2021 at 10:00am by this addendum. The addendum consists of one hundred eight (108) pages of 8½” x 11” text and eleven (11) 30” x 42” drawings*. End of Addendum ‘4’

SILVER/PETRUCELLI + ASSOCIATES RFI LOG Architects / Engineers / Interior Designers

Project: Mary P. Hinsdale Elementary School Renovate As NewState Project #: 162-0043 RVN RFI Deadline: 03/02/21

S/P+A Project #: 18.223 Bids Due: 03/16/21

RFI # DESCRIPTION DATE COMMENTS ADDENDUM #RECEIVED ISSUED

001 Who is the Obligee for the Bid Bond? 01/28/21 Town of Winchester 3

002What is the budget for this project? I need a range to acquire my bid bond. Please advise.

01/28/21 Between $15.5-16 million. 2

003 What is the anticipated start date? 01/28/21 March/April 2021 2

004 What is the project duration? 01/28/21Duration to be established by GC and submitted with bid. It is anticipated to take 12-14 months.

2

005Is Schneider Electric Ecostruxure by Environmental Systems Corp (ESC) an acceptable Building Automation System (230900 1.4).

02/01/21ESC is not acceptable. Only those manufacturers listed are acceptable. Refer to Addendum #2 for additional information.

2

006Will the school be occupied throughout the renovation and addition duration? As referenced in the Summary Section 011000.1.4

02/04/21No, the school will be unoccupied. Refer to revised Section 011000 in Addendum #2.

2

007I am writing today to ask if Distech Controls Building Automation System for the Mary Hinsdale School would be considered acceptable.

02/04/21Distech is not acceptable. Only those manufacturers listed are acceptable. Refer to Addendum #2 for additional information.

2

008The specs call for the installation of a flow meter Onicon F-3500 on heating system. This does not show on the drawings or within the temperature controls. Is this required for the job?

02/08/21 Yes, provide and install as indicated in Section 230519. 2

009

As per the Summary of Work, 011000, the Owner will have full Occupancy of the site and building for the entire construction period and yet there is absolutely no direction other than providing the school year schedules for 2021 & 2022. Please provide a Phasing Plan for the subcontractors to base their proposal on.

02/09/21The school will be unoccupied, therefore no Phasing Plan is required. Refer to revised Section 011000 in Addendum #2.

2

010

Some of the Tele data specs appear to be incorrectly cut and pasted, incomplete or obsolete. There are no part numbers to compare products to or reference, it is all very generic without specifics. Please clarify the following:Horizontal cable- Category 6/6e/6A? CMR or CMP?Backbone cabling- please provide riser diagram and types requiredCloset- please provide layout and materials required

02/10/21 Refer to revised Drawing E603. 3

011Is JCI/Metasys an acceptable alternate for SECTION 230900 - INSTRUMENTATION AND CONTROL FOR HVAC?

02/10/21JCI/Metasys is not acceptable. Only those manufacturers listed are acceptable. Refer to Addendum #2 for additional information.

2

012Is JCI an acceptable alternate for SECTION 237416.13 - PACKAGED ROOFTOP AIR-CONDITIONING UNITS?

02/10/21JCI is not acceptable. Only those manufacturers listed are acceptable. Refer to Addendum #2 for additional information.

2

013Is JCI an acceptable alternate for SECTION 233600 - AIR TERMINAL UNITS?


2

014Is JCI an acceptable alternate for SECTION 238126 - SPLIT-SYSTEM AIR-CONDITIONERS?


2

015Does the foodservice consultant have a list of approved stainless fabricators we should be using for this project in regards to the custom fab items?

02/11/21 Refer to Section 114000, Article 1.03.C.5. 2

016

In reviewing the bid documents for State Project No. 162-0043 RVN, the bid form notes the “Contractor’s Pre-Qualification Statement” is to be attached and included with bid submission. In the A701 Instructions to Bidders, it indicates the “Contractor’s Qualification Statement” (A305) as “Article 6 Post Bid Information, item 6.1 Contractor’s Qualification Statement”. Can you please confirm the A305 Contractor’s Qualification Statement is to be included with the initial bid submission and is the same as the “Contractor’s Pre-Qualification Statement”. Or does “Contractor’s Pre-Qualification Statement” noted on the bid form refer to the DAS Pre-Qualification Certificate?

02/11/21

AIA A305 is not the same as the Contractor Prequalification Statement and is not required for the initial bid submission. The Contractors Prequalification Statement refers to the DAS Prequalification Certificate and is required as part of the bid submission.

2

017Is the firestopping contractor responsible for all acoustical caulking of ductwork?

02/12/21GC is responsible for all work as indicated in the Drawings and Specifications.

3

018Must all ductwork be hung with threaded road, cables and angle iron, if not is galvanized 24 gauge sheet metal strap acceptable?

02/12/2124-gauge sheet metal strap is acceptable in accordance to the latest SMACNA HVAC Duct Standards.

3

019 Which material is to be used for combustion air on the boilers? 02/12/21Combustion air material for the boilers shall be per the requirements of the manufacturer.

3

020Does all the ductwork in the cafeteria/multipurpose room have to be double wall?

02/12/21 Yes. 3

021 Who is to provide all accessories for the kiln? 02/12/21GC is responsible for all work as indicated in the Drawings and Specifications.

3

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022Which trade is responsbile for wall caps for the exterior of the building?

02/12/21GC is responsible for all work as indicated in the Drawings and Specifications.

3

023Is the sheet metal contactor to only provide new supply deuctwork from all RTU's?

02/12/21GC shall furnish and install all the sheet metal for this project as indicated on Mechanical drawings.

3

024 Are all lightly shaded ductwork on the plans existing to remain? 02/12/21 All ductwork on this project is new. 3

025 Is there a drawing reflecting the kiln duct in detail? 02/12/21Refer to manufacturer's detail for Vent-A-Kiln #1544. The Vent-Sure kit with Vent Control option is to exhaust tthrough the outside wall.

3

026Must all ductwork from exhaust fans associated with bathrooms be of aluminum construction?

02/12/21 Yes, in accordance with the specifications. 3

027 Please clarify duct liner size and type for VAV's, RTUs? 02/12/21Ductwork for RTU’s supply and return shall be lined within 10 feet of unit as indicated in Construction Documents. VAV duct liner shall be as indicated on Detail 7/M801.

3

028Detail 3 on M-804 refers to lining duct for inline fans, please clarify?

02/12/21Provide ¾-inch-thick lining. Refer to Section 233113 for additional information.

3

029Will MUA-1 ductwork require support curb rails and if so are ES-200 BUCKLEY 24" acceptable?

02/12/21 There is no ductwork on the roof for this unit. 3

030 Is duct cleaning required for this project? 02/12/21Contractor shall follow guidelines in accordance to “SMACNA DUCT CLEANLINESS FOR NEW CONSTRUCTION”.

3

031M-102 describes angled exhuast hood for the dryer vent, is there a detailed drawing reflecting dimensions and material to be used?

02/12/21 Aluminum duct shall be used, cut at 45 degrees for outlet. 3

032 What is the baseline schedule for this project? 02/12/21 Refer to RFIs #003 & #004. 3

033 Will all ceilings be open to conduct all work? 02/12/21 Refer to Demolition Plans for removal of existing ceilings. 3

034Will the areas of the building be fully occupied during construction?

02/12/21 No. Refer to RFIs #006 & #009. 3

035There is a spec section for Decorative Metal Panels. Where are they located?

02/12/21Section 057100 are for the monumental sign. Refer to Drawing A921.

3

036 Please confirm that the playground equipment is NIC. 02/12/21 Confirmed. 3

037What is the approximate installation date for the food service equipment?

02/12/21Food service equipment is to be provided per the GC as part of this project and will be based on their schedule.

3

038 Are there any GFRC column covers on this project? 02/12/21 No. 3

039 Can a second site visit be arranged to view the property interior? 02/15/21A second site visit for February 22, 2021 at 12:00pm was posted on the Town's website on February 16, 2021.

3

040 Will the sign-in sheets be released showing GC's and Subs? 02/15/21Sign-in sheets were posted on the Town's website as well as issued as part of Addendum #2.

3

041Will the school system remove all items presently in the building being stored or left after school was closed down?

02/15/21The Owner will remove all loose items (furniture and equipment) presently stored in the building.

3

042As far as asbestos abatement: In the original school boiler room we found (3) separate entrances into the crawl spaces. Are there any other crawl space entrances?

02/15/21These are the only three (3) we are aware of. The abatement contractor could opt to make additional access hatches in the building that is being demolished.

3

043

The HazMat drawing indicates: THE HAZARDOUS BUILDING MATERIALS ABATEMENT CONTRACTOR, THEIR SUBCONTRACTORS, WASTE TRANSPORTERS MUST SUBMIT LANDFILL INFORMATION TO LANGAN AND THE OWNER PRIOR TO THE SHIPMENT OF ANY WASTE. THE CONTRACTOR(S)/HAULER(S) CANNOT SHIP WASTE UNTIL LANGAN AND THE OWNER HAVE APPROVED THE LANDFILL THE CONTRACTOR/HAULER IS/ARE PROPOSING TO SHIP THE WASTE TO. Does Langan have a predetermined list of landfills?

02/15/21No, the Contractor awarded the project will submit proposed landfills for each waste stream (asbestos, etc.) and the landfills will be reviewed to see if they are acceptable.

3

044

In asbestos specification section 028213 page 3 Sub Section 1.5 H. States that abatement contractor responsible for paying utility costs for power & water (unless owner agrees to supply at no cost to contractor). Please clarify.

02/15/21

Normally the Owner will pay for power and water but the Contractor will need to confirm with them. If power and/or water is cut, the Contractor will be required to supply separate sources of power (generators, tie in to street lines, etc.) and water.

3

045Can we get clarification of the following material: Black Wall Adhesives and Contaminated Substrate/ What is the adhesive associated with, I.E. chalk boards, mirrors, bulletin boards, etc.

02/15/21Associated with black/white/green/etc. boards, bulletin boards, mirrors, cork, other materials, walls.

3

046Please advise if Trane Tracer SC + building management system is an acceptable building management system per the attached substitution request received from Trane.

02/15/21Trane Tracer SC + is not acceptable. Only those manufacturers listed are acceptable. Refer to Addendum #2 for additional information.

3

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047

Fooservice specs. Item #'s 3, 4, 5, 6We received your request for the Multiteria items, however the specified QS series of counters is no longer available. In its place we can offer either the Essence line or the new M-Power line. Are either of these acceptable?

02/16/21 Essence line is acceptable. 3

048Please confirm that the Owner will remove all the furniture and materials left in the classrooms before the project begins.

02/16/21The Owner will remove all loose items (furniture and equipment) presently stored in the building.

3

049Insurance - Supplementary General Conditions, page SGC-8 paragraph 11.6.8. Please confirm that none of the insurance requirement listed here are applicable since no “X” appears.

02/16/21 Confirmed. 3

050

Insurance Supplementary General Conditions, pages SGC-8 and 9, paragraph 11.6.9. Boxes for “Installation Floater” and “Amount equal to the Contract Sum” are checked with “X”. Installation Floater for that amount is akin to having the Contractor carrying the “Builder’s Risk” for the whole project.a. If Contractor shall carry just Installation Floater, please specify a much more reasonable amount.b. Please confirm if Owner OR Contractor is carrying Builder’s Risk Policy.c. If Builder’s Risk (All Risk) Policy shall be provided by the Contractor, please immediately clarify/provide the following so that policy cost can be included in the bid: i. Elevation Certificate FEMA Form 086-0-33 - prepared by licensed surveyor, engineer or architect as the property is located near a presumed Flood Zone. ii. For Earthquake coverage – Provide Structural Engineering report prepared by licensed structural/professional engineer, indicating that building is structurally sound.

02/16/21

051We have reviewed the plans/specs are interested in learning if you folks have a signage-schedule available? Are you aware if there are any large-format digitally-printed graphics needed on this project?

02/16/21

Refer to Door Schedule on Drawing A910 for signs associated with doors and to floor plans for other signs.Yes, large-format graphics are part of the scope. Refer to floor plan on Drawing A101 and Elevation 1/A710.

3

052What is the elevation of the existing boiler room floor and the elevation of the new 3” fiber reinforced slab?

02/16/21Existing Boiler Room slab at el.: 749.5’ (-13’-3¾”), but V.I.F. Top of 3” slab to match existing crawl space slab (about 5 ft below top of main floor), but V.I.F.

3

053 Where is the cementitious underlayment located? 02/16/21

Underlayment is to be used as floor leveler for all existing concrete substrates receiving new finish flooring. Refer to each individual flooring specification for additional information.

3

054Window type SF7 is 125” wide – how do they want this broken up or do they want one large shade?

02/16/21 Four (4) equal sections. 3

055

This note is on the window schedule page "NOTE: IN RESTROOMS PROVIDE GLAZING TYPE GL-29 INSTEAD OF GL-17" GL-29 is tinted glass, some windows had notes on floor plans to receive shades in bathrooms, should they received the shades or not?

02/16/21No shades are required in the bathrooms. Refer to Addendum #3 for additional information.

3

056

Section 237423, the specs note the following in regards to VFD's. "Variable frequency drives shall be furnished by a single source manufacturer and shall be ABB." Could you please advise if Yaskawa would be an acceptable manufacturer.

02/16/21 Yaskawa is an acceptable manufacturer. 3

057

The piping specifications state in Section 232113, Part 3 (Execution), Subsection B Hot Water Piping states “Hot-water heating piping aboveground, NPS 2-1/2 (DN 65) and larger shall be the following: 1. Schedule 40 steel pipe, wrought-steel fittings and wrought-cast or forged-steel flanges and flange fittings, and welded and flanged joints.” Would Schedule 40 steel pipe with grooved Victaulic fittings and flanges be an acceptable piping alternate?

02/16/21Schedule 40 steel pipe with grooved Victaulic fittings and flanges is an acceptable alternate.

3

058

Sub-Section’s 2.5 and 3.4 of Section 093000 Tiling suggest that the Tile Contractor will be responsible for furnish and install of Tile Backing Panels. The Drywall Spec. 092900 does not have a section for Tile Backing Panels. We plan to have the Drywall Contractor perform the work, but, need the spec for div 9. Or should we use the backer spec in the tile section?

02/17/21

Tile backing panels are as specified in Section 093000. GC is responsible for all work as indicated in the Drawings and Specifications. How the GC divides the trades is up to the GC.

3

059There are Multiteria counters (items 3-6) called out in the specifications. Per the factory, these units are no longer available. Please provide an updated spec from the consultant.

02/17/21 Refer to RFI #047. 3

060Aluminum windows, spec section 085113 is specifying a hung window but showing projected. Please review and advise.

02/19/21 Windows are single hung as specified. 3

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061

Is there an opportunity to provide KD Metal lockers from Vendors on the specification? These would be purchased, and built/put together with nuts and bolts, then shipped to the site and installed.This could provide Value Engineering.

02/19/21 Knock down lockers are not accepted. 3

062

The Roller Shades have a conflict of information with the fabric. C2616 Dove is the Conceal Fabric Line by SWF. Not the Enterprise Fabric Line. Can you confirm which you would want carried in the bid? There is a cost different between Fabric Lines.

02/19/21 Provide the Conceal fabric per color specification. 3

063

Please provide frame types for door #B152 shown in the nurse’s office & door #B142 shown in Work room. These doors are shown to be in a frame with side lites. Frame types on A915 do not show any frames with side lites. Review and advise on frame types.

02/19/21 Refer to revised Drawings A021, A910, and A915. 3

064

Concerning the 3 sided bridge on the project do we need to follow State of Ct Dot specs? Basically need to know if the rebar needs to be galvanized. And do we have to follow Ashtoware and load ratings?

02/22/21

The 3 sided precast concrete box culvert (frame) is designed, furnished and installed by the GC. The GC is responsible for designing and detailing the precast concrete box culvert (frame) including all other box culvert (frame) components, such as footings and headwalls. The project engineer is responsible for reviewing the GC’s design, shop and working drawing submittals for the box culvert (frame).The precast concrete box culvert (frame) and footing sections shall be designed for HS20 - 44 highway loading (not AASHTOWare) and all construction load effects that may be applied during all stages/phases of construction.The concrete for the precast concrete Box culvert (frame) sections shall have a minimum compressive strength (f’c) of 5,000 psi. The concrete mix design is submitted by the GC for review by the project engineer.Bar reinforcement shall meet the requirements of ASTM A615, Grade 60, and shall be epoxy coated after fabrication to the requirements of ASTM A775.The minimum size bar shall be #4, unless otherwise authorized. The minimum cross sectional area of load-carrying reinforcement shall be that supplied by #5 bars spaced at 12 inches. Temperature and shrinkage reinforcement in walls will typically be #5 bars spaced at 18 inches.

3

065

Regarding the GLAZING 088000 spec;1. Please provide tint color. Should we price with a standard tint (green, gray, bronze, blue-green?)2. Please provide make up and low-e coating for the glass. We do not see any coatings, tints, performance listed in the spec.

02/22/211. Gray tint. Provide minimum of three (3) to select from.2. Glazing makeup is in the Part 3 Schedules and performance requirements are in Article 2.2.

3

066

Drawing E500 – Electrical Riser Denotes Key Note 14 for Feeder from Generator to ATS 1 (1000Amp). Is this the correct size Feeder – Per Table Key Note 14 is good for 400Amps – ATS 1 is 1000Amps

02/22/21The feeder noted for 400A is correct since it is rated for the generator output circuit breaker.

3

067Are Aluminum Conductors for Feeders acceptable as long as they are sized accordingly

02/22/21 No, all conductors shall be copper. 3

068

In Specification Section 232113-14 Section 3.8 the specs talk about Chilled Beam Piping Installation. Where are these Chilled Beams Located and Scheduled on the drawings? I cannot find them, only the verbiage within the Spec.

02/22/21 There is no chilled beams/piping as part of the scope. 3

069

3.2A of 093000 Tiling states “[To] expect and include in the Base Bid the requirement to apply and machine level at least three (3) coats of leveler in all spaces”.1. Will the Tile/Flooring Contractors be expected to shot-blast floors or will this be the Demolition Contractors responsibility?2. What thickness of leveling bed should be included in the Base Bid for the Tile/Flooring Contractor?

02/23/211. GC is responsible for all work as indicated in the Drawings and Specifications.2. Refer to Section 035416 for underlayment requirements.

3

070

You are calling out for our 3460 hung window but you’re showing an awing window. Not sure what your intention is here. Also, the specification is calling for our 403i storefront but it won’t meet the specified .33 u-value. I would suggest our 403X.

02/23/21Refer to RFI #060.Storefront series will be changed to meet the required U-value. Refer to Addendum #3.

3

071The insurance requirements for the project include an Installation Floater which in some cases can be considered Builders Risk. Please clarify the coverage required.

02/23/21

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072

101100-Visual Display -A107/Pre-K 3 elevation (A714/8) mismatch with FPThe elevation calls for whiteboard and tackboard, but FP calls for (2) whiteboards. Which is correct?

02/23/21 Floor plan is correct. 3

073

101100-Visual Display - A134/Girls Toilet Rm Elevation & FP mismatch - Roller ShadesFP indicates window receives WS-1 shade, but elevation (A701/6) does not. Which is correct?The same issue applies in A133/Boys Toilet Rm

02/23/21 Refer to RFI #055. 3

074

101100-Visual Display - B137/Hub Rm Elevation & FP mismatch - Mark & TackboardsFP indicates 8 ft Mark & Tackboards, but elevation (A721/3) calls for both as 8 ft tackboards. Which is correct?


075

101100-Visual Display - B162/SW/BT Rm Elevation & FP mismatch - Mark & TackboardsFP indicates 2 - 8 ft Markerboards, but elevation (A727/7&9) call for both as 8 ft tackboards. Which is correct?


076

115213 - Projection Screen - B164/Media.Ctr - not specified?There is a manual projection screen elevated (Dwg A728/2) for B158/Media.Ctr, but the spec only provides for motorized projection Screens. Is this part of the project, and if so, will the spec be updated?

02/23/21 Revised specification is provided in Addendum #3. 3

077

115213 - Projection Screen - B158/Cafeteria - no sizing info?The motorized projection screen elevations (Dwg A729/6) does not carry any sizing info and there is nothing in the spec or project manual (?) providing that information, just a Da-Lite Model name. Please request sizing info, along with any details about configuration.

02/23/21 Refer to revised specification provided in Addendum #3. 3

078

104413 - Fire Cabinets - Oversize cabinet required?The specified cabinet (2712 model) is much larger than required for the 10 lb extinguishers scheduled for the project. The 2409 cabinet models would be sufficient. Which cabinet type should be provided?

02/23/21Oversized cabinet is not required. Refer to Addendum #3 for additional information.

3

079

102123-Cubicle Tracks - Missing RCP drawing of tracks? The elevations for cubicle curtains in B152/Nurse.Exam (Dwg A724/6-8) all indicate there is a track configuration shown on te RCP, but none is shown. Based on the elevations, it appears there will be two tracks, one wall-to-wall across the room, and a smaller track bisecting the enclosed space. This will not provide any privacy for the space on right side because there is a borrow light along the wall between the Exam room and the Nurses office. Is this correct, and will an updated RCP be provided?

02/23/21 Refer to revised Drawing A202. 3

080

Please confirm the surrounding structure for opening CW1 is adequate to support the blast-resistant framing drawn and specified. The construction shown in the referenced details is not typical of previous blast rated projects we have completed.

02/23/21

081Opening SF-6 is configured in a way that would be very difficult, if not impossible to properly install, glaze and seal. Would a 6" deep curtain wall system be acceptable at this opening type?

02/23/21Yes, a 6" deep curtain wall is acceptable as part of the Base Bid.

3

082

Openings SF-1 & SF-10 are indicated as hung windows in the header and specifications. However, the elevation indicates a project out designation for the lower cash of the windows. Further, the designation "SF" would lead us to believe this may be a storefront frame. Please clarify if these are to be single-hung windows or if they are to be storefront framing with project-out vent units.a. If these are to be single hung windows, we believe we will need to utilize a 3-piece mullion to join the windows at the intermediate vertical given their size. Is this acceptable?b. If these are to be single hung windows, we respectfully request addition time be added to the bid. Several of our vendors are indicating they would have a tough time getting pricing bck in time to complete the bid.

02/23/21Refer to RFI #060.a. Yes.b. There is to be no bid extension at this time.

3

083Please confirm if there is a desired pitch for the pyramid skylights or if we are to go with the manufacturer's standard based upon curb dimension.

02/23/21 Skylight pitch shall be 6:12. 3

Page 5 of 9





084

Specification 077100 Roof Specialties describes an edge metal system with a snap-on fascia piece of .063” aluminum. Details are calling out the snap-on fascia piece to be .050” aluminum. Please confirm if the snap-on piece is to be .063” aluminum or .050” aluminum.

02/24/21 Snap-on fascia to be 0.050-inch aluminum. 3

085Specification 077100 Roof Specialties, is the edge metal system to have a formed anchor bar or an extruded anchor bar? Please advise.

02/24/21Provide anchor bar as recommended by manufacturer to provide the specified warranty.

3

086

Details for the roof edge are showing that a sloped perlite board are to be installed with an anchor bar type edge system to be installed atop the perlite. The edge system requires a solid substrate to properly attach the edge metal. There are concerns that the anchor bar attached over perlite insulation will not provide a proper compression of the membrane. Please review and revise as necessary.

02/24/21All fasteners are to be anchored to wood plate(s) below the sloped perlite.

3

087

On Drawing E500 – Electrical Riser –There are Existing Panels that are to Remain & (1) Panel that is to be Removed & Replaced with Key Note 1 – to alter Conduit & Wire to extend feeders to New MDP. Is there anyway the size of the conduits and wire size can be provided?

02/24/21

The size of the wire & conduit is unknown, see below for panel sizes, assume the feeder is rated for the panel size in copper.Janitor’s Closet:-Panel L2: 100AExisting Electrical Room:-Panel LP3 (Double Section Panel): 225AWing A Mechanical Room (Boiler Room):-Panel SDP: 125A MCB in panel-Panel LP1 (Double Section Panel): 200A-Panel LP2: 100A, fed from Panel SDP in Boiler Room, not MDPThe panels listed above which are shown as Double Section Panels are shown as (2) panels on the one-line diagram. Refer to Drawing E700 Switchgear Schedule SB-1 as well.

3

088Specification 105113 Metal Lockers and the drawings do not seem to indicate what the construction of the locker bases consist of. Please confirm locker base construction.

02/24/21Refer to Article 2.3.J. of Section 105113 and manufacturer's details.

3

089

Drawing E001 – Fixture Schedule Denotes Fixture Type T1 (2 Sided Bollard) – This Fixture does not appear on the Lighting or Site Electrical Drawings. Please advise if this Fixture is in fact to be utilized on this project

02/24/21Refer to Electrical Site Plan E400. T1 fixture is shown at the bottom of the sheet, next to the Hinsdale H, by Hinsdale Avenue & the flagpole fixture.

4

090Is it possible to get Vollrath listed as Alternate for the fabrication and millwork on this project. Vollrath can meet or exceed the specified equipment listed.

02/24/21 Vollrath is an unacceptable alternate. 4

091Per specification # 232113 - 3.1A - heating pipe is called to be type L with brazed joints, are soldered joints acceptable?

02/25/21 Soldered joints are acceptable. 4

092Per specification # 232113 - 3.1B - heating pipe 2 1/2'' and up is called to be welded, is grooved pipe acceptable?

02/25/21 Grooved piping is acceptable. 4

093Per Mechanical Demolition Note DM-1 on MD-1 & MD-2 outside louvers are to be removed, is there a detail as to how these voids are filled?

02/25/21 Refer to revised Drawings A101, A102, and A540. 4

094The Bobrick Narcotics Cabinet can only be sold in Canada. ASI makes a Narcotics Cabinet 10-0546 can be considered equal. Please confirm we can use this.

02/26/21Model suggested does not meet size requirements. Refer to Addendum #4 for information.

4

095There are Sanitary Napkin Disposals on the Plans, but there is no model number Or basis of design for the product. The drawing appears to resemble B-254.

02/26/21 Refer to Addendum #4 information. 4

096

Section 013233 1.6 Construction Webcam. Is it really important to have a fixed location all weather webcam for this project? The coverage will be very limited and the expense seems way out of whack with the one exterior view it would provide.

02/27/21 Yes, camera is required. 4

097Section 013233 1.3 C Time Lapse Video. This section mentions submitting time lapse video within 3 days, but there is no description about shooting any time lapse video.

02/27/21 Time lapse video is not required. 4

098

Section 013233 1.5 B Periodic Construction Photos. This part mentions taking 18‐20 photos weekly, but then says coincide with the cutoff date for App for Payment, which is monthly. Would not more photos throughout the school but with less frequency than weekly work better, maybe 60 shots once a month or 40 shots every 2 weeks?

02/27/21 Provide photos as specified. 4

Page 6 of 9





099

Clocks:Are all of the clocks being replaced/upgraded in the classrooms along with the one outside of the Media Center?Is a new master clock controller also needed? If so, is there any particular protocal requested, ie. 3 wire, wireless, IP, etc.Are the existing timetone backboxes and faceplates being reused? (clock and PA speaker housing in classrooms)Are there power requirements for the clocks? (110v, 24v)

03/01/21

All clocks are to be replaced/upgraded in the school. Clock outside of Media Center does not need to be replaced/upgraded.Provide new master clock controller; system shall be 3 wire 110V. Coordinate with electrical contractor for installation.Preference is to reuse existing backboxes. Where not possible to reuse existing backboxes a new surface mounted one shall be installed next to door entering the room. There shall be a new timetone faceplate, clock & speaker provided/installed.Power requirements for the clocks shall be 110V.

4

100

PA System:Is the whole PA System being replaced or just speakers?Where is the location of the PA head end unit?Is there any specific manufacture of the PA/Intercom system desired?

03/01/21

The whole PA system is being replaced.The PA head end unit will be located in IT Closet B150, same location as the MDF.The desired PA/Intercom system shall be equal to the BOGEN MULTICOM 2000. Provide link between phone system & PA for paging. Provide compatible Administrative Handset as well.

4

101Projector in Cafe/Gym:There is a location for a projector in the Cafe/Gym. Is the projector part of this project? If so, what brand and model is requested?

03/01/21

The projector for the Gym/Cafeteria shall be equal to Panasonic PT-EZ590. Provide all necessary accessories for a complete system & mounting from the ceiling. Projector shall be mounted in a location to get the best image/focus for the size of the screen specified in Section 115213.

4

102Projector Screen in Media Center:Can you confirm screen size requested in Addendum #3 2.3B is 96inch by 96 inch?

03/01/21 Confirmed. 4

103Sound System in Cafe/Gym:Where is the Sound System Rack to be located?Are assisted listening devices needed, if so how many?

03/01/21

Sound system rack is located in Gym Storage B158.3. There shall be (1) system for the Gym/Cafeteria & (1) for the Media Center.Assisted listening devices are required. Provide equal to the ListenTech equipment listed below. Quantity is in ().(1) LT-803-072 Transmitter with Rack Mount Kit(1) LA-122 Universal Antenna Kit(1) Notification Signage Kit(4) LR-300-072 Receivers(4) LA-170 Earphones(4) LA-164 Ear Speakers(8) LA-163 Replacement Ear Cushions(2) LA-166 Neck Loops(2) LA-311 Charging/Carrying Cases

4

104

Insurance Requirements: 11.6.7.2 General Liability - Requires $1M Each Occurrence / $5M Aggregate & Completed Operations. Please confirm that they will allow your $10M Umbrella to help satisfy the $5M requirement.

03/01/21

105Insurance Requirements: 11.6.7.2.(a) (b) (e) - these all show the $1M/$5M limit shown above so would like to confirm that the policy does not provide separate limits as shown.

03/01/21

106

Insurance Requirements: Another note under the GL section is asking for “Personal Injury, with Employment Exclusion deleted”. I believe this may refer to an older coverage form. The Employers Liability Exclusion with an exception for contractual liability. Please confirm this is what you’re asking for.

03/01/21

107

Insurance Requirements: 11.6.7.3 Auto – Requires $1M Each Person / $1M Each Accident / $500,000 Property Damage split limits. Please confirm they will accept CSL (Combined Single Limit) Auto.

03/01/21

108Insurance Requirements: 11.6.8 OCP – Please confirm that you’re not required to provide $1M/$5M OCP. They don’t have an “X” on the line so just want to make certain.

03/01/21

109

Insurance Requirements: 11.6.9 Property – They are requiring an installation floater for amount equal to contract sum and have indicated that it should include the interested parties. This is not feasible under an installation floater as it is designed to cover just the contractor’s materials incorporated into the project. Please clarify. Builders Risk should be provided on a 16M project. Please confirm if it will be the Owner or Contractor.

03/01/21

Page 7 of 9





110Supplementary Instructions to Bidders - 9.3 Permits: states that the Contractor is responsible for the cost of the building permit as well as the State Education permit, is this correct?

03/01/21Town fees are waived however the State Education fee is not.

4

111

Section 042000 3.15A states to “Remove and replace masonry units that are loose, chipped, broken, stained, or otherwise damaged or that do not match adjoining units. Install new units to match adjoining units; install in fresh mortar, pointed to eliminate evidence of replacement.” I saw no notes on the elevations identifying areas of replacement. Can you clarify the extent of brick replacement?

03/02/21This paragraph is for new masonry, refer to Article 2.2 of this Section. Refer to Addendum #4 for brick repair section and allowance.

4

112Section 042000 3.15B Pointing - I saw no notes on the elevations identifying areas of repointing existing brick. Can you confirm?

03/02/21This is for pointing of all new mortar, not repointing of existing. Refer to Addendum #4 for repointing section and allowance.

4

113

Cafeteria B158 East Elevation 3/A726 – Interior Elevations – Area B indicates in addition to the deck receiving K-13 Spray-On Insulation (PT-9) but the arrow points to the existing 28 LH09 joists. Are these joist to receive spray-on insulation?

03/02/21The elevation in question is 2/A726. The sound absortion spray shall be provided at underside of deck in the entire room. The joists do not receive the spray.

4

114Dr. A110 Schedule Roof #5- Wood Deck. Dr. A112 Section A552/5 & A550/8 shows metal deck. Please clarify.

03/02/21

5/A552 is SIM. (existing deck is wood). 8/A550 is the new portion of the roof addition and parapet. Refer to Structural Drawings for new deck material adjacent to existing wood deck.

4

115

We respectfully request that the bid date be move back several days so that we may bid it.We also ask for the bid opening to be moved back later in the day, in the afternoon. Here in CT, vendors release their price on bid day.

03/02/21Bid date has been extended. Refer to Addendum #4.Bid opening time is to remain.

4

116Are there any associated CAD fees with signing over the release forms from the Architect to start our 3D coordination?

03/02/21No fees, however the GC is required to sign a user agreement for the electronic documents per Section 013000.

4

117

Please verify that all Smoke Detectors, Smoke Dampers and Fire Dampers required for this project are shown on the drawings? If not, please update drawings to show all required dampers and detectors so our Sheet Metal and Controls subs can account for any additional ones required other than the ones shown with their bids. Sheet Metal & Control subs will not account for any not shown, due to this being a life safety device that needs to be designed and shown on the drawings for accurate bidding and installation purposes.

03/02/21

There are no fire rated walls and no rated horizontal assemblies, therefore smoke and fire dampers are not required. Refer to Mechanical and Electrical Drawings for required smoke detectors.

4

118Please advise if Sterling & Vulcan would also be acceptable manufacturers for the unit heaters?

03/02/21Sterling is listed in the specifications. Vulcan is not acceptable.

4

119Please advise if Vulcan would also be acceptable manufacturers for the cabinet unit heaters?

03/02/21 Vulcan is not acceptable. 4

120

On drawing P102 there I a note for a floor cleanout within the corridor that states "EXSISTING FLOOR CLEANOUT BELOW SLAB TO REMAIN. REMOVE AND REPLACE WITH NEW - TYPICAL". Please clarify the intent of this note. Will all existing floor cleanouts be existing to remain unless otherwise noted? Please advise.

03/02/21The intent is for all floor cleanouts to remain with removal and replacement of the existing brass floor cleanout cover plate with new. Match existing size.

4

121

There are three ductless split systems (AC-1~3) shown on the HVAC drawings, but the condensate is not shown on the HVAC or Plumbing drawings? Can the routes and sized be added to the plumbing drawings so we can account for it with the plumbing sub-bid package, as noted on Note #9, on drawing P001?

03/02/21

Condensate piping is not shown as it's a performance specification as required by HVAC. The routes and sizes are a performance-based note indicated by Note #4 of the Ductless Split System Schedule on Drawing M901 with type and material listed.

4

122

Condensate Piping for HVAC AC Splits not defined in the specifications? Please advise if schedule 40 PVC is acceptable for indoor condensate piping, or does the system need to be Type L Copper?

03/02/21Refer to Note #4 of the Ductless Split System Schedule on Drawing M901 for type and material.

4

123Please advise if ProPress Copper Systems (Viega, Nibco, etc.,) would be acceptable for hydronic piping systems including condensate systems for piping 2" and smaller?

03/02/21 ProPress is acceptable. 4

124

Section 230593Please advise if a TABB certified Testing and Balancing subcontractor would be acceptable? TABB certification is extremely similar and as stringent as a NEBB and/or AABC certification.

03/02/21 TABB certification is acceptable. 4

125For clarification purposes amongst bidding sheet metal subcontractors, please confirm the exhaust vent for the condensing boilers should be as spec'd under 235100, section 2.1.

03/02/21 Disregard Section 235100 and refer to Section 235216. 4

Page 8 of 9





126Please confirm the combustion air for the condensing boilers should be single wall polypropylene as spec'd under 235100, section 2.3?

03/02/21 Disregard Section 235100 and refer to Section 235216. 4

127There appears to be only a balancing valve and control valve spec in the hydronic piping spec. Please advise if a general duty valve spec will be added in any of the upcoming addendums.

03/02/21 Refer to Addendum #4 for new spec section. 4

128

Drawing P902The Storm and Soil, Waste and Vent Schedule show PVC schedule 40 to be acceptable for above and below ground. Will standard PVC DWV pipe and fittings be acceptable for the drainage waste and storm systems? Or will pressure rate schedule 40 PVC be required? Please advise.

03/02/21Standard PVC is acceptable. Foam core or cellular core is not allowed.

4

129

The Natural-Gas piping specification 221623-3.15A states to refer to the schedule on the drawing for the piping schedule. The piping Schedule on drawing P902 does not include the schedule for natural gas. Will Schedule 40 steel ERW pipe with threaded fittings for 2" and below and Schedule 40 steel ERW pipe with welded fittings for 2-1/2" and above be acceptable Please advise.

03/02/21Schedule 40 steel ERW pipe with threaded fittings for 2-inch and below Schedule 40 steel ERW pipe with welded fittings for 2-1/2-inch and above is acceptable.

4

130

Section 232113The Hot-Water Piping 2" and smaller and Make-Up water are spec'd as copper tubing with wrought fittings. Would copper tubing with sweat fittings be acceptable in lieu of wrought fittings?

03/02/21 Copper tubing with sweat fittings would be acceptable. 4

131

Section 221623Will gas pressure regulators with bent limiters be acceptable? This will remove the need for have gas regulator vent pipe that would run out of the building. Please advise.

03/02/21Regulator may include vent limiting device, instead of vent connection, if approved by authorities having jurisdiction.

4

132What is the quantity of climbing ropes for this project? One seems unusual.

03/02/21 One complete climbing setup is correct. 4

133Please confirm that the town will waive the building permit fee and that we are only responsible for paying the state education fee of $0.26/$1,000.

03/02/21 Confirmed. Refer to RFI #110. 4

134

The drawings do not appear to show the base bid scope for the add alternate 2 West Parking area in the event that this add alternate is not accepted. Please advise what we are to assume for scope in this area per the base bid.

03/02/21 Surface Code Legend G (Loam and Seed) 4

135

In regards to RFI 044, please advise if the Owner is going to allow the contractor to tap off of the Owner’s onsite power and water for construction use at no cost to the contractor for power and water consumption.

03/02/21

Owner will provided water and power to the GC at no cost. GC is responsible for managing and maintaining site utilities during the course of construction, especially applicable during demolition of the 2-story portion of the building, removal/infill of the existing boiler room, and relocation of utilities.

4

136Drawing C201 –Playscape and Playscape#2 don’t have any site furnishing or details on the drawing or Specs. Please advise.

03/02/21Playground equipment is a separate project phase, not in the current bid scope.

4

Page 9 of 9

February 25, 2021Silver/Petrucelli + Associates3190 Whitney Avenue, Building 2Hamden, CT 06518203-230-9007ATTN: Paul [email protected]

Mary P Hinsdale Elementary-Winchester Public Schools

105113 1-6 Metal Lockers

LockersMFG All-Welded Metal Locker Series

Lifetime Warranty, MADE IN THE USA!!!, GreenGuard and SCS Global Certifications

SR #005

METAL LOCKER PRODUCT COMPARISON

Top Back Side Bottom Door

16 18 16 16 14

Handles 1T, 2T Recessed, multi-point latch Handles 6T Door pull, single point latch Lock Compatible Yes ADA Compliancy 1T, 2T - Yes Door Frame 16ga spot welded Ventilation meets specs Interior Equip. meets specs Rubber Silencers meets specs Shelf

16 18 16 16 14

Recessed, multi-point latch Door pull, single point latch

Yes 1T, 2T - Yes

16ga spot welded meets specs meets specs meets specs

16 16 Hinge 16ga Continuous 2" 5-knuckle Fillers 20 20 Zee base 14ga - 2mil galvanized n/c 14ga - galvanized Slope Hoods 18 Pedestals Bench tops

10 hardwood, lacquered

Finish 2 mil thick powder coat Material cold rolled steel Warranty Lifetime Colors 24 Custom Colors no upcharge Size WxDxH meets specs Construction elded Hardware n/a Steel Surcharges 0% Lead time 8-1 weeks assembled

18 10

hardwood, lacquered 1 mil powder coat cold rolled steel

1 year 21

6% upcharge WxDxH meets spec

welded n/a

12% 8-1 weeks

Lockers All Welded Penco Welded

SUBSTITUTION REQUEST

(During the Bidding Phase)

Project:

To:

Re:

Substitution Request Number:

From:

Date:

A/E Project Number:

Contract For:

Specification Title:

Section: Page:

Description:

Article/Paragraph:

Proposed Substitution:Manufacturer: Address: Phone:

Model No.:

Attached data includes product description, specifications, drawings, photographs, and performance and test data adequate for evaluation of the request; applicable portions of the data are clearly identified.

Attached data also includes a description of changes to the Contract Documents that the proposed substitution will require for its proper installation.

The Undersigned certifies: Proposed substitution has been fully investigated and determined to be equal or superior in all respects to specified product. Same warranty will be furnished for proposed substitution as for specified product. Same maintenance service and source of replacement parts, as applicable, is available. Proposed substitution will have no adverse effect on other trades and will not affect or delay progress schedule. Proposed substitution does not affect dimensions and functional clearances. Payment will be made for changes to building design, including A/E design, detailing, and construction costs caused by the substitution.

Submitted by:Signed by: Firm: Address:

Telephone:

A/E s REVIEW AND ACTION

Substitution approved - Make submittals in accordance with Specification Section 01330. Substitution approved as noted - Make submittals in accordance with Specification Section 01330. Substitution rejected - Use specified materials. Substitution Request received too late - Use specified materials.

Signed by: Date:

Supporting Data Attached: Drawings Product Data Samples Tests Reports

Copyright 1996, Construction SpecificationsInstitute, 99 Canal Center Plaza, Suite 300 Alexandria, VA 22314

Page of September 1996 CSI Form 1.5C

6161 E. 75th Street, Indianapolis, INdormakaba Group

dormakaba Group - including BEST Locks, Precision (PHI) Exit Hardware, Stanley Commercial Hardware and dormakaba Access Control & Security products and software

6161 E. 75th Street, Indianapolis, IN Corporate Headquarters- Local Office

Hinsdale Elementary School Alterations

15 Hinsdale Avenue. Winsted, CT 06098

Mr. Paul Jorgensen, AIA Associate

E-mail: [email protected]

Lucas Cherry

March 1, 2021

State Proj. No. 162-0043 RNV Phase 1 of 3

13 2.12 Door Closers / B. Door Closers, Surface Mounted,(Heavy-Duty)

860-422-0386

Lucas L. Cherrydormakaba Group - including BEST Locks, Precision (PHI) )))) EExit

161 E 75th Street Indianapolis IN Corporate

Lucas L. CCCCCCCCCCCCCherryy

Somers, CT

Trade Name:

SR #006

Premium Access Solutions & Services

Some of the information

contained in this document has

been obtained from third-parties

and/or public documents and

DORMA makes no guarantees

over the accuracy, currency,

content, or quality of such

information. DORMA disclaims

any and all warranties,

responsibility or liability for the

accuracy of this information and/

or content contained in this

Brochure. Product images are for

illustration purposes only and

may not reflect the actual

products.

*Other names and brands may

be claimed as the property of

others. The display of these

names, trademarks, logos, or

images does not imply any form

of recommendation,

endorsement or affiliation of the

third-party with, or by, DORMA.

DORMA is a registered trademark of DORMA Properties, Inc. 1.14

Surface Closer Grade 1 DORMA CorbinRusswin*

Series 8916/8956 DC

ANSI/BHMA A156.4, Grade 1 Yes Yes

Listed, U.L. 10C, U.L. 10B, C.U.L., & CSFM Yes Yes

Warranty 25

10M Cycle Tested While Meeting U.L. 10C Yes No

Standard Full Cover Yes Yes

Standard Fasteners for Metal or Wood Applications Yes No

Self Drilling and Tapping Fasteners Available Yes Yes

Standard Corrosion Resistant Closer Yes No

Front Facing, Easy Access Adjustment Valves Yes No

Spring Stop Arm Available for Regular, Top Jamb, and Parallel Arm Yes No

While Meeting U.L. 10C

Standard Corrosion Resistant Closer

Front Facing, Easy Access Adjustment Valves

Spring Stop Arm Available for Regular, Top Jamb, and Parallel Arm

10M Cycle Tested

Technical Details . Available as 8916 with

fully adjustable spring

sizes 1–6. Size 1 (5 lb

opening force) meets interior

barrier-free AD requirements. . 8916 may be used on doors up

to 48" wide interior (42" wide

exterior) and up to 180 lb. . 8956 available with adjustable

spring sizes of 5–6 +50% for

use on exceptionally wide, tall,

or heavy doors. . Non-handed for regular, top

jamb, and parallel arm

applications. . Backcheck (BC) valve

(standard) provides adjustable-

intensity hydraulic cushioning,

preventing uncontrolled door

opening to protect door and

frame during abusive or abrupt

opening. . POS backcheck positioning

valve (standard) maintains an

effective backcheck range on

parallel arm applications.

Valve is accessible with the

closer installed. . Full adjustment using BC, POS,

Sweep and Latch valves

standard. . Optional delayed action (DA)

adjustable with separate

independent valve to allow for

unobstructed passage through

opening. . Full plastic cover standard.

Full metal or full plastic

slotted covers optional. . All tamper-resistant (hex key)

valve adjustments (including

POS) accessible with closer

installed. . Standard components required

for three most popular

mounting configurations (Reg.,

TJ, PA). . Standard fasteners include

separate wood and metal

screws and SN1 sex nuts for

1-3/4" thick doors. . Full-sized templates enable

accurate installation. . A variety of specialty arm

options, interchangeable

across most DORMA surface

closer models.

. Full complement of optional

plates and brackets available

for special applications. . Screw options include self-

drilling and tapping screws

(DPK89) for steel door and

frame applications or self-

tapping screws (TPK89) for

aluminum door and frame

applications. . Stainless steel (STA Series)

model available (see STA

brochure for details). . Available with holder/release

with (EMR Series) or without

(EMF Series) photoelectric

detector to control spread of

smoke and fire (see EMR/EMF

brochure for details).

Certifications . ANSI/BHMA

A156.4 Grade 1

certified. . UL and CUL listed. . Meets UL10C for

positive pressure. . Meets ANSI/BHMA A117.1

and ADA for barrier-free

accessibility. . CSFM approved.

SpecificationThe heavy-duty 8900 Series

non-handed surface applied door

closer with adjustable spring

power and backcheck positioning

adjustment. The 8900 has two

independent, noncritical adjust-

ment valves to control sweep and

latch closing speeds. The back-

check positioning valve maintains

an effective backcheck range on

parallel arm applications. The

8916 will be available with field

adjustable spring power from size

1–6 for barrier-free requirements.

All closers to have field adjust-

able spring power from size 1–6

and meet barrier-free require-

ments. The 8956 will be adjust-

able size 5 to 6 +50% additional

closing force over the size 6. All

8900 fully adjustable spring

force door closers to include an

integral design to positively stop

adjustment of the spring at the

minimum and maximum spring

force settings.

Optional Specifications:The 8600 Series closer will have

delayed action (DA). Delayed

action range will be effective from

maximum opening to

approximately 65°. All 8900

closers to have full metal covers.

All 8900 closers to have sex nuts

with machine screws for 1-3/8"

door (SN2). Closers to have self-

drilling screws for steel doors and

frames (DPK86). Closers to have

self-tapping screws for aluminum

doors and frames (TPK86).

Closers to have TORX security for

all exposed fasteners (TX89).

Finishes Standard Sprayed Finishes . Aluminum: 689 . Bronze: 691 (Dull), 690

(Statuary), or 695 (Dark

Duranodic) . Gold: 696 . Black: 693

Optional DORMA Custom Color or Designer Color Finishes Contact Customer Service.

Optional Plated/ Architectural Finishes . Brass: 605 (Bright) or

606 (Satin) . Bronze: 611 (Bright), 612

(Satin), or 613 (Oxidized Satin

Oil Rubbed) . Nickel: 618 (Bright) or

619 (Satin) . Chrome: 625 (Bright) or

626 (Satin) . Stainless: 630 (Satin)

Warranty For details, refer to DORMA Limited Warranty on our website

at go.dorma.com/terms.

REDUCED OPENING FORCE INSTALLATIONS CAUTION

Manual door closers, including

those certified to meet ANSI/

BHMA A156.4, when installed

and adjusted to conform to ADA

or other reduced opening force

requirements, may not provide

sufficient power to reliably close

and latch a door.

Refer to catalog for Low Energy

Operators to meet reduced

opening force requirements

without affecting closing power.

Features 8916 8956

Spring size (8916 shipped as size 4) 1–6 5–6 + 50%

Non-handed • •

Parallel arm bracket • •

Full line of specialty function arms

and plates

• •

Backcheck positioning adjustment • •

Controlled closing with two

adjustment valves

180°–15°

15°–0°

180°–15°

15°–0°

Backcheck • •

Hydraulic delayed action

Hold open

SN1 sex nuts for 1-3/4" thick

doors included

• •

Self-drilling screws

Self-tapping screws

Tamper-resistant TORX screws

Full cover (plastic) • •

Full cover (metal)

• standard optional

4 DORMA

8900 TECHNICAL DETAILS SPECIFICATIONS


Project: Mary P Hinsdale Elementary School Renovation Winsted, CT 06098 To: Silver Petrucelli & Associates

Re: Request for Approval

Substitution Request Number: From: Allegion, PLC Date: March 2, 2021 A/E Project Number: State Project No. 162-0043 RVN Contract For: Door Hardware

Specification Title: Division 08 Description: Hanging Devices

Section: 087100 Page: 6 -7 Article/ Paragraph 2.2A ,2.2B, 2.2C Proposed Substitution: Add Allegion as an Acceptable Manufacturer Manufacturer: Allegion, PLC Address: 11819 N Pennsylvania Street Phone: 877-761-7011 Trade Name: Ives Carmel, IN 46032 Model No. 2.2A: 5BB1 Series 2.2B: 112XY 2.2C: 7253 History: New product 2-5 years old 5-10 years old More than 10 years old Differences between proposed substitution and specified product: Meets or exceeds specification criteria

Point-by-point comparative data attached - Reason for not providing specified item: Add another hardware manufacturer to encourage competitive bidding. Proposed substitution affects other parts of Work: No Yes; explain Savings to Owner for accepting substitution: ($ ). Proposed substitution changes Contract Time: No Yes [Add] [Deduct] days.

Supporting Data Attached: Drawings Product Data Samples Tests Reports Page 1 of 2

SR #007


(Continued)

The Undersigned certifies: Proposed substitution has been fully investigated and determined to be equal or superior in all respects to specified product. Same warranty will be furnished for proposed substitution as for specified product. Same maintenance service and source of replacement parts, as applicable, is available. Proposed substitution will have no adverse effect on other trades and will not affect or delay progress schedule. Cost data as stated above is complete. Claims for additional costs related to accepted substitution which may subsequently become

apparent are to be waived. Proposed substitution does not affect dimensions and functional clearances. Coordination, installation, and changes in the Work as necessary for accepted substitution will be complete in all respects.

Submitted by: Debby Nelson

Signed by:

Firm: Allegion, Plc

Address: 77 Wexford Street

Needham Heights, MA 02494

Telephone: 781-453-5311

Attachments: 5BB1 Hinge Series, 112XY Continuous Hinges, and 7253 Pivots Product Information

A/E’s REVIEW AND ACTION


Signed by: Date:

Additional Comments: Contractor Subcontractor Supplier Manufacturer A/E

Page 2 of 2

R. Bouchard

Hinges and Continuous Hinges are approved.There are no pivots on the project.

A11

Hinges &

pivotsB

Pulls & plates

CFlush bolts &

coordinatorsD

Latches, catches & bolts

EStopsF

Exterior hardware

GM

iscellaneous hardware

Ives Architectural hardware productsA11

Architectural hinges

5BB1 5 Knuckle, ball bearing full mortise hinge Recommended for medium weight doors (<150 lbs)

Recommended for medium frequency usage (<400 cycles per day)

Made with two ball bearing assemblies

Recommended for use with a door closer

Packed with fasteners for hollow metal and wood doors

12-24 x 1/2 UFPHMS, 12 x 1 1/4 FPHWS

10-24 x 1/2 UFPHMS, 10 x 1 FPHWS (3.5x3.5 hinge size only)

Certifications Certified to ANSI/BHMA A156.1 for

performance standards

Meets ANSI/BHMA 156.7 for template

hinge dimensions

UL Classified for windstorm rated

assemblies - R37965

UL Listed, 3 hour fire doors

Material substrate Made from brass, 1040 steel, or 304

series stainless steel

Options NRP . . . . . . . . . . . . . .Non-removable pin

HT . . . . . . . . . . . . . . . .Hospital tip

SH . . . . . . . . . . . . . . . . Security stud - comes

standard with NRP

RC-1/4, RC-5/8 . . .Rounded corners

SEC . . . . . . . . . . . . . . Security fasteners -

pin-in-socket

TW4 . . . . . . . . . . . . .Four wire

TW4M . . . . . . . . . . .Four wire with monitor

TW8 . . . . . . . . . . . . .Eight wire

TW8M . . . . . . . . . . .Eight wire with monitor

MON . . . . . . . . . . . . . Monitor (not available

on 3.5X3.5)DimensionsHeight x Width Size (mm) Gauge3.5 x 3.5 89 x 89 0.123

4 x 4 102 x 102 0.130

4.5 x 4 114 x 102 0.134

4.5 x 4.5 114 x 114 0.134

5 x 4.5 127 x 114 0.146

5 x 5 127 x 127 0.146

Refer to General Hinge Information page to determine proper hinge for application

5BB1 FinishesBHMA Description Substrate Finish

600 Primer paint Steel USP

605 Bright brass Brass US3

606 Satin brass Brass US4

610 Satin bronze Brass US10

613 Oil rubbed bronze Brass US10B

614 Oxidized bronze Brass US10A

616 Blackened bronze Brass US11

619 Satin nickel Brass US15

622 Matte black Brass B-BLK

625 Bright chrome Brass US26

626 Satin chrome Brass US26D

643e/716 Aged bronze Brass B-643e/716

629 Bright stainless Stainless steel US32

630 Satin stainless Stainless steel US32D

631 Matte black Steel F-BLK

632 Bright brass Steel US3

633 Satin brass Steel US4

639 Satin bronze Steel US10

640 Oil rubbed bronze Steel US10B

641 Oxidized bronze Steel US10A

643 Blackened bronze Steel US11

646 Satin nickel Steel US15

651 Bright chrome Steel US26

652 Satin chrome Steel US26D

643e/716 Aged bronze Steel F-643e/716

For other colors, consult factory.

5BB1 5 Knuckle, ball bearing full mortise hinge


A12

Hin

ges

& p

ivot

sB

Pulls

& p

late

sC

Flus

h bo

lts &

coo

rdin

ator

sD

Latc

hes,

cat

ches

& b

olts

E Stop

sF

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GM

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Architectural hinges

5BB1HW 5 Knuckle, ball bearing, heavy weight full mortise hinge Recommended for heavier weight doors (>150 lbs)

Recommended for high frequency usage (400 cycles per day)

Made with four ball bearing assemblies

Recommended for use with a door closer

Packed with fasteners for hollow metal and wood doors

12-24 x 1/2 UFPHMS, 12 x 1 1/4 FPHWS

Certifications Certified to ANSI/BHMA A156.1 for

performance standards

Meets ANSI/BHMA 156.7 for template

hinge dimensions

UL Classified for windstorm rated

assemblies - R37965

UL Listed, 3 hour fire doors

Material substrate Made from brass, 1040 steel, or 304

series stainless steel

Options NRP . . . . . . . . . . . . . . Non-removable pin

HT . . . . . . . . . . . . . . . . Hospital tip

SH . . . . . . . . . . . . . . . . Security stud - comes

standard with NRP

RC-1/4, RC-5/8 . . . Rounded corners

SEC . . . . . . . . . . . . . . Security fasteners -

pin-in-socket

TW4 . . . . . . . . . . . . .Four wire

TW4M . . . . . . . . . . .Four wire with monitor

TW8 . . . . . . . . . . . . .Eight wire

TW8M . . . . . . . . . . . Eight wire with monitor

MON . . . . . . . . . . . . .MonitorDimensionsHeight x Width Size (mm) Gauge4.5 x 4 114 x 102 0.180

4.5 x 4.5 114 x 114 0.180

5 x 4.5 127 x 114 0.190

5 x 5 127 x 127 0.190

Refer to General Hinge Information page to determine proper hinge for application

5BB1HW FinishesBHMA Description Substrate Finish

600 Primer paint Steel USP





614 Oxidized bronze Brass US10A

616 Blackened bronze Brass US11


622 Matte black Brass B-BLK



643e/716 Aged bronze Brass B-643e/716

629 Bright stainless Stainless steel US32

630 Satin stainless Stainless steel US32D

631 Matte black Steel F-BLK

632 Bright brass Steel US3

633 Satin brass Steel US4

639 Satin bronze Steel US10

640 Oil rubbed bronze Steel US10B

641 Oxidized bronze Steel US10A

643 Blackened bronze Steel US11

646 Satin nickel Steel US15

651 Bright chrome Steel US26

652 Satin chrome Steel US26D

643e/716 Aged bronze Steel F-643e/716


5BB1HW 5 Knuckle, ball bearing, heavy weight full mortise hinge


A32

Hin

ges

& p

ivot

sB

Pulls

& p

late

sC

Flus

h bo

lts &

coo

rdin

ator

sD

Latc

hes,

cat

ches

& b

olts

E Stop

sF

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are

GM

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are

Aluminum geared hinges

112XY Full mortise - narrow frame and door leaf For 1 3/4" doors

Patented center loaded, interlocking bearing design

Non Handed for custom cut lengths

Flush mounted, no inset

48" Maximum door width

Beveled or square edge doors

Frame guidance lip is extended further for retrofit applications to cover existing heavy weight

architectural hinge preps

For doors weighing up to 450 pounds without reinforcing, 600 pounds with reinforcing

For lead-lined application consult factory for engineering specials

Certifications Meets ANSI 156.26 for 150lbs and 300lbs

UL10C certified

Standard lengths 83", 85", 95", 119"

Standard mounting hardware 12-24 x 3/4" Steel self drilling / self tapping phillips head screw

Finishes Clear Anodized (US28), Dark Bronze Anodized (313AN), Black Anodized (315AN)

Custom anodizing and painting are available, consult factory.

Options: HT . . . . . . . . . . . . . . . .Hospital tip

EPT . . . . . . . . . . . . . .Electric power transfer

TWP CON . . . . . . . .Electrical through wire panel with Allegion Connect

Optional mounting hardware: SECHM . . . . . . . . . . .Security screws - hollow metal door and frame

SECWDHM. . . . . . .Security screws - 1/2 wood, 1/2 hollow metal

SECWDWD . . . . . .Security screws - wood door and frame

TEKWD . . . . . . . . . .1/2 self drill, self tap 1/2 wood

WD . . . . . . . . . . . . . . .Wood door and frame

For single door applications:For pairs of doors see chart and general information

1 9/16"

2 5/16"

Bevel Edge

5/16" Clearance for Square Edge Door11/32" Clearance for Beveled Edge Door

112XY Full mortise - narrow frame and door leaf

A6

7H

inges & pivots

BPulls &

platesC

Flush bolts & coordinators

DLatches, catches &

boltsEStops

FExterior hardw

areG

Miscellaneous hardw

are


Pivots

7253 FinishesBHMA Description Substrate Finish






622 Matte black Brass BLK

625 Bright chrome Brass 625

626 Satin chrome Brass 626

--- Aged bronze Brass 643e/716

689 Aluminum painted Brass SP28

691 Bronze painted Brass SP10

695 Dark bronze painted Brass SP313

706 Brass painted Brass SP4


Table DClearance Depth of Mortise

3/16" (5mm) 1-3/16" (30mm)

3/8" (10mm) 1" (25mm)

1/2" (13mm) 7/8" (22mm)

5/8" (16mm) 3/4" (19mm)

3/4" (19mm) 5/8" (16mm)

7253 Center hung pivot, 300lb with bottom base mount Maximum door load 300 pounds

Recommended for use with 1-3/4" minimum door thickness

Not recommended for doors larger than 4'0" X 8'0"

Easy installation, tilt on bearing and bearing pin

Adjustable floor to door clearance 3/16" to 3/4", consult product support if greater than 3/4"

Vertical adjustment range 3/16", with positive locking

Non-handed

7253 Set (7253 Top and 7253 Btm)

7253 Top (7253-7255-7255J-7256 Top), header mount

7253 Btm (7253 Btm), base plate mount

Certifications Meets ANSI/BHMA A156.4 C07032

UL Listed, 20 minute fire doors

Material substrate Made from cast brass

Dimensions Radius Stop (A) to clear heel of door edge.

Pivot distance (B) 1-3/4" (44mm) minimum from jamb to centerline of pivot pin. Radius heel

edge of door, 1-5/8" (41mm) minimum recommended.

Clearance from bottom edge of door to floor mounting surface is adjustable from 3/16"

(5mm) to 3/4" (19mm) by varying the depth of the mortise (C ) in the bottom of the door,

refer to Chart D. Consult product support when clearance is over 3/4" (19mm).

Top

Btm

7253 Center hung pivot, 300lb with bottom base mount





Specification Title: Division 08 Description: Power Transfer Devices

Section: 087100 Page: 7 - 8 Article/ Paragraph 2.3A Proposed Substitution: Add Allegion as an Acceptable Manufacturer Manufacturer: Allegion, PLC Address: 11819 N Pennsylvania Street Phone: 877-761-7011 Trade Name: Von Duprin Carmel, IN 46032 Model No. Allegion Connect & EPT-10 History: New product 2-5 years old 5-10 years old More than 10 years old Differences between proposed substitution and specified product: Meets or exceeds specification criteria



SR #008


(Continued)




Signed by:

Firm: Allegion, Plc



Telephone: 781-453-5311

Attachments: Allegion Connect & EPT-10 Product Information



Signed by: Date:


Page 2 of 2

Cross category electrified solution for FAlcon, IVES, Schlage and Von Duprin

Allegion Connect

Overview

Allegion Connect is a cross-category electrified

solution utilizing common interconnect components

to our electrified options. Allegion Connect is a quick

and easy way to connect power sources; all the way

from your power supply to electrified door hardware.

There is no wire cutting; reducing installation and

maintenance time ultimately cutting cost. After

installation, Allegion Connect continues to provide

benefits throughout the lifetime of the opening

by offering a comprehensive service kit. Our cross

category product offering is interchangeable which

allows for simple upgrades and replacements.

Features and benefits Quick: common connections reducing installation time

Perfect connections: these factory installed connectors

ensure the right wires match up every time

Protective: the connectors protect the connection

points throughout the installation process and lifetime

of the opening

Interchangeable: all Allegion Connect products utilize

the same connectors

Maintenance: you no longer need to cut away wire to

disconnect Allegion products, also available are service

kits specifically for Allegion Connect

Available productsVon Duprin Exits 22, 33A/35A, 98/99 Series

Electric strikes 6100, 6200 Series

EPT 10

Schlage Locks ND Series - 10, 12, 80, 96 functions

L Series - 9080, 9082 functions

Falcon Exits 24, 25 Series

Locks T Series - 851, 881 functions

MA Series - 851, 881 functions

IVES Architectural

hinges

3CB1, 5BB1

Standard and heavyweight

Geared hinges 112, 224

Pin/barrel

hinges

600, 700, 715

For more visit www.allegion.com/us or call 877-671-7011.

Allegion (NYSE: ALLE) creates peace of mind by pioneering safety and security. As a

$2 billion provider of security solutions for homes and businesses, Allegion employs

more than 8,000 people and sells products in more than 120 countries across the

world. Allegion comprises more than 25 global brands, including strategic brands

CISA®, Interflex®, LCN®, Schlage® and Von Duprin®. For more, visit www.allegion.com.

About Allegion

© 2014 Allegion

010220, Rev. 10/14

www.allegion.com/us

Allegion Connect - the perfect connectionLocks, exits, hinges and accessories

Wire run options

How to order examples

Von Duprin CX-99-EO-CON

EPT-10-CON

Schlage locks ND80PDEL-RHO-626-CON

L9080EUP-03A-626-CON

Falcon exits EL-25-R-L-US26D-RHR-CON

Falcon locks MA-851P-24-DG-626-CON

IVES 5BB-1-HW-4.5x4.5-626-CON-TW8

112HD-CL-83-TW8-CON

700-630-83-TW8-CON

How to order

1. Specify CON for Connect electronic options

Example: EL-99-EO-CON (99 Series Electrified

Latching exit only with ConneX connectors)

2. Specify harness length; Consult door

manufacturer for harness length

3. Specify Von Duprin EPT10-CON or Ives 7200

power transfer hinge

Note: Must be ordered with exit devices and locks

Note: You will need to purchase a separate wiring harness to go

from exit device to EPT/hinge/electric strike. We recommend

the use of our 6" power supply harness (connectors on one

end, flying lead on the other) to tie into wiring coming out from

power supply or access control system.

Harness lengths

Harness length Connectors

on both ends

Connectors on one end,

crimped pins on other end

(recommended for doors with narrow channel)

6 inches CON-6 CON-6P








Optional power supply wire harness: Connectors on one end, stripped leads on the other end, offereing a direct connection to the power supply

6 inches CON-6W - wire extension to power supply

Note: Wiring harnesses are used to connect the door hardware (lock, exit device) to the EPT/hinge, and an

additional wiring harness can be used to route from the EPT/hinge to locations outside of the frame. Wiring

harnesses are not to be used to connect system to power supply, refer to your power supply installation

instructions for more information. We recommend the use of our optional 6” power supply harness (connectors

on one end, flying leads on the other) to tie into wiring coming out from power supply or access control system.

Consult door manufacturer for harness length requirements.

Harness part numbers with ordering information can be located in the Schlage, Von Duprin and Falcon pricebooks.

A service kit is available for order in the Schlage, Von Duprin and Falcon pricebooks.

Included in this kit are male end plugs, female end plugs and pins to customize

harnesses to your application.

Refer to

power supply

installation

instructions for

information

on wiring

requirements

(wire gauge,

distance

requirements,

etc.)for

system.

Optional 6”

power supply

harness with

connectors on

one end and

flying leads on

the other end

for ease of

connection to

power supply

Note: For

illustration

purposes only.

Consult your door

manufacturer for

harness length

requirements.

Wiring harnesses have 8 pin and 4 pin

connectors on each end, or can be ordered with

the connectors on one end only. Harnesses are

available in several configurations and lengths

to fit your opening requirements.

Options include: connector to connector,

connector to pin end, connector to flying leads

Connect ready

door hardware

Von Duprin EPT10/IVES

power transfer hinge

- must be ordered when using exit device or locks

Contact your local Allegion Representative today at 877-671-7011 or visit allegion.com/usto learn how our Connect solution can simplify your installation and maintenance processes.

2

5

4

31

Electrical and pneumatic power transfers

Electrical power transfer (EPT) Pneumatic transfer (PNT)

Electrical Power Transfer provides a

means of transferring electrical

power from a door frame to the edge

of a swinging door. The units are

completely concealed when the

door is in the closed position, and

are ideal for installations involving

abuse or heavy traffic.

Two models are available; EPT-2, two 18 gauge wires and

EPT-10, ten 24 gauge wires. The EPT-2 and EPT-10 are

U/L listed as “miscellaneous door accessory”. UL Listed

for use on fire doors.

Door applicationsDegree of opening Hinge type Door thickness

0-180 Up to 5" butt hinges 1 3⁄4"

0-180 Up to 3/4" offest pivots 1 3⁄4"

0-130 5 1⁄2" butt hinges 1 3⁄4"

0-110 6" butt hinges 1 3⁄4"

0-90 Swing clear hinges 1 3⁄4"

Finishes

SP28 (sprayed aluminum)

SP313 (sprayed duranodic)

DimensionsHousing 9" x 1 1⁄4" x 1 5⁄8" (229mm x 32mm x 38mm)

EPT-2 Two 18 gauge wires, Up to 2 amps @ 24VDC,

with a 16 amps Maximum Surge

EPT-10 Ten 24 gauge wires, Up to 1 amps @ 24VDC,

with a 16 amps Maximum Surge

PNT-1 5⁄32" Tubing

To order, specify:1. EPT-2 ,EPT-10 or PNT-1

2. Finish, SP28 or SP313

Electrified options

59 • Von Duprin • 98/99 Series

De

vice

typ

es

Intro

du

ction

Trim

o

ptio

ns

Ho

w to

ord

er

Me

cha

nica

lo

ptio

ns

Ele

ctrifie

do

ptio

ns

Ad

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na

lin

form

atio

nA

ccesso

ries

EPT-10

Electrical power transfer (EPT)





Specification Title: Division 08 Description: Door Operating Trim

Section: 087100 Page: 8 Article/ Paragraph 2.4 A & 2.4B Proposed Substitution: Add Allegion as an Acceptable Manufacturer Manufacturer: Allegion, PLC Address: 11819 N Pennsylvania Street Phone: 877-761-7011 Trade Name: Ives Carmel, IN 46032 Model No. 2.4A: FB457, FB51P, FB61P 2.4B: 8200, 8145EZHD, 8190EZHD. 8303 History: New product 2-5 years old 5-10 years old More than 10 years old Differences between proposed substitution and specified product: Meets or exceeds specification criteria



SR #009


(Continued)




Signed by:

Firm: Allegion, Plc



Telephone: 781-453-5311

Attachments: Ives Door Operating Trim Product Information



Signed by: Date:


Page 2 of 2

Provide dust proof strikes for bottom bolts.

Ives Architectural hardware productsC14

AH

inge

s &

piv

ots

BPu

lls &

plat

esC1

4Fl

ush

bolt

s & c

oord

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ors

DLa

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s, c

atch

es &

bol

tsE Stop

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Manual flush bolts – Metal doors

FB457 Top or bottom bolts When the active door is opened, the lever can be moved to the ‘up’ position, retracting the

bolt and allowing the inactive leaf to be opened. When the inactive leaf is closed, the lever can

be moved to the ‘down’ position, projecting the bolt into the strike and securely locking the

inactive leaf.

Simplified installation in metal frames. Round bolt head requires only a punched hole. Use of

strike optional. Special design of guide and flat sided bolt tip to prevent bolt rotation.

Non-handed

Bolt tip 1/2" diameter

Bolt throw is 3/4" with a 7/8" vertical adjustment

Bolt backset is 3/4"

Standard rod length is 12", which is measured from the center of the flush bolt body to the

bolt tip

Certifications Meets ANSI A156.16, L04261

UL Listed 3 Hour fire doors 8’0" X 10’0". Fire rated openings require top and bottom bolt.

Mounting 8-32 X 1" FPHMS

Dimensions

Body size(Width X Length X Depth)

Guide Size(Width X Length X Thickness)

Strike size(Width X Length X Thickness)

1-1/4" x 6-3/4" x 1-1/8" 1" x 2" x 5/64" 15/16" x 2-1/4" x 5/64"

Finishes

BHMA Description Substrate US









643e/716 Aged bronze Brass –

Custom finishes are available as engineering special, consult customer service.

Available options

Optional rod lengths available for top bolt only on non-fire rated openings—

18", 24" for fire rated doors with AHJ approval, 36" and 48" for non-fire rated doors

Available accessory items DP1 and DP2 dust proof strike, see page C16

FB457 Top or bottom bolts


AH

inge

s &

piv

ots

BPu

lls &

plat

esC6

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Constant latching flush bolts – Metal doors

Top bolt

Bottombolt

FB51P Top and bottom bolts (pair) FB51T Top bolt only For use with metal doors only

Constant latching—inactive door remains latched until the active door is opened, releasing

the automatic bottom bolt and then the top bolt can be manually released. Inactive door will

relatch automatically when closed.

Low actuation forces

Non-handed.

Bolt throw is 3/4" with a 7/8" vertical adjustment.


Standard rod length is 12", which is measured from the center of the flush bolt body to the

bolt tip.

Certifications Meets ANSI A156.3 Type 27

Fits standard ANSI A115.4 door frame preparations.

UL Listed 3 Hour fire doors 8’0" X 8’0"

Mounting 8-32 X 3/8" UFPHMS

10-12 X1-1/4" Plastic anchor

6-32 X 3/8 FPHMS

6 X 3/4 FPHSMS

8 X 1 FPHSMS

10 X 1 FPHSMS

Dimensions


Guide size(Width X Length X Height X Thickness)


Rub plate size(Width X Length X Thickness)

1" x 6-3/4" x 2" 1" x 1-27/32" x 11/16" x 3/32" 15/16" x 2-1/4" x 1/16" 1-1/4" x 1-11/16" x 3/64"

Finishes






BLK Matte black Stainless steel –

629 Bright stainless steel Stainless steel US32

630 Satin stainless steel Stainless steel US32D


Additional options Optional rod lengths available for top bolt only on non-fire rated openings—

18", 24", 36" and 48".

Available accessory items Security pin screws

DP1 and DP2 dust proof strike, see page C16

FB51P Top and bottom bolts (pair)


AH

inge

s &

piv

ots

BPu

lls &

plat

esC8

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Constant latching flush bolts – Wood doors

Top bolt

Bottombolt

FB61P Top and bottom bolts (pair) FB61T Top bolt only For use with wood doors only

Constant latching—inactive door remains latched until the active door is opened, releasing

the automatic bottom bolt and then the top bolt can be manually released. Inactive door will

relatch automatically when door closes.

Low actuation forces

Non-handed.

Bolt throw is 3/4" with a 7/8" vertical adjustment.


Certifications Meets ANSI A156.3 Type 27

UL Listed 90 Min fire doors 8’0" X 8’0"

Mounting 8-32 X 3/8" UFPHMS

10-12 X1-1/4" Plastic anchor

6-32 X 3/8 FPHMS

6 X 3/4 FPHSMS

8 X 1 FPHSMS

10 X 1 FPHSMS

Dimensions


Guide size(Width X Length X Thickness)


Rub plate size(Width X Length X Thickness)

1" x 8-1/2" x 2" 1" x 6" x 1/8" 15/16" x 2-1/4" x 1/16" 1-1/4" x 1-11/16" x 3/64"

Finishes






BLK Matte black Stainless steel –

629 Bright stainless steel Stainless steel US32

630 Satin stainless steel Stainless steel US32D



DP1 and DP2 dust proof strike, see page C16

FB61P Top and bottom bolts (pair)

AH

inges & pivots

B41

Pulls & plates

CFlush bolts &

coordinatorsD


EStopsF

Exterior hardware

GM


Ives Architectural hardware productsB41

Push and pull plates

2”

2”

2”

CFC

2”

CFT

CFC

2”

2”

CFT

8200 Push plate 8300 Pull plate, prep for pull (less pull)

Certifications Meets ANSI A156.6 for J301 Materials

Mounting Standard mounting package

− #6X5/8 oval head screws

Optional TEK/TORX package

− #6X5/8 Self-drilling, Self-tapping screws

− #6X5/8 Torx screws

Widths and heights 3" X 12"

3-1/2" X 15"

4" X 16"

6" X 16"

8" X 16"

Optional pull center to center spacing For 8300 pull plates, plates are prepped with 2 3/8" holes for pull machining

For holes prepped for G mounting hardware, consult customer service.

− 5-1/4”

− 6”

− 8”

− 10”

− 12”

Finishes Available in Aluminum, Brass, and Stainless Steel substrates. See general information section

for specific BHMA finish code, finish description, US finish code, and substrate information.

Standard finishes available;

605, 606, 612, 613, 619, 625, 626, 626-AM, 628, 630, 630-AM, BLK


Additional information Specify PR when ordering a set of plates for back to back mounting

Custom widths, heights, and special cut-outs are available as engineering special, consult

customer service.

Plates cut for cylinder or thumbturnsPlates are available with cutout for cylinder or thumbturn; standard cutout is 2” from

top and centered on plates up to 4” wide. For plates wider than 4” cutout is located

2” from outer edge, specify LH or RH. When pull location interferes with standard

cutout location a detail drawing should be furnished with the order.

Standard cutout is 1-1/4” for cylinder and 3/8” for thumbturn.

Specify CFC for cutout for cylinder or CFT for cutout for thumbturn.

For plates up to 4"

For plates greater than 4" (RH shown)

8200 Push plate

AH

inges & pivots

B15

Pulls & plates

CFlush bolts &

coordinatorsD


EStopsF

Exterior hardware

GM



Architectural pulls and push bars

8145EZHD 45° Offset solid door pullAvailable Sizes: 8", 10", 12", 18"

CertificationsMeets ANSI A156.06

Complies with ADA and Barrier Free Applications

Mounting Heavy duty mounting hardware exceeds industry standards

3/8-16 mounting hardware

Specify door thickness. Standard mounting hardware for door thickness of 1-1/2" to 1-3/4"

unless otherwise specified. Optional package available for 2" and 2-1/4" thick doors.

Comes standard with thru-bolt screws and decorative washers.

Optional mounting hardware available (see general information section for details)

A, F, I, L, N, O, P, Q, X

Mounting hardware for other door thicknesses are available as engineering special, consult

customer service.

Product number Projection “A” Clearance Center to center “B” Overall length “C” Offset "D"

8145EZHD-8 3-1/2" 2-1/2” 8" 9" 2-1/2"

8145EZHD-0 3-1/2" 2-1/2” 10" 11" 2-1/2"

8145EZHD-2 3-1/2" 2-1/2” 12" 13" 2-1/2"

8145EZHD-18 3-1/2" 2-1/2” 18” 19” 2-1/2"



316 Series Stainless Steel standard, exceeding industry standards for corrosion resistance.

Recommended for external applications


605, 606, 612, 613, 619, 625, 626, 626-AM, 628, 629-316, 630-316, 630-AM, 643e/716, BLK


Additional information Specify PR when ordering a set of pulls for back to back mounting

For one back to back machined pull, specify Nsgl or Psgl (glass doors)

Custom lengths are available as engineering special, consult customer service.

1"

ROUND

8145EZHD 45° Offset solid door pull

AH

inges & pivots

B17

Pulls & plates

CFlush bolts &

coordinatorsD


EStopsF

Exterior hardware

GM



Architectural pulls and push bars

8190EZHD 90° Offset solid door pullAvailable Sizes: 8”, 10", 12", 18"

CertificationsMeets ANSI A156.06

Complies with ADA and Barrier Free Applications







A, F, I, L, N, O, P, Q, X


customer service.

Product number Projection “A” Clearance Center to center “B” Overall length “C” Offset "D"

8190EZHD-8 3-1/2" 2-1/2” 8" 9" 3-1/4"

8190EZHD-0 3-1/2" 2-1/2” 10" 11" 3-1/4"

8190EZHD-2 3-1/2" 2-1/2” 12" 13" 3-1/4"

8190EZHD-18 3-1/2" 2-1/2” 18” 19” 3-1/4"



316 Series Stainless Steel standard, exceeding industry standards for corrosion resistance.

Recommended for external applications


605, 606, 612, 613, 619, 625, 626, 626-AM, 628, 629-316, 630-316, 630-AM, 643e/716, BLK



For one back to back machined pull, specify Nsgl or Psgl (glass doors)

Custom lengths are available as engineering special, consult customer service.

1"

ROUND

8190EZHD 90° Offset solid door pull

AH

inges & pivots

B43

Pulls & plates

CFlush bolts &

coordinatorsD


EStopsF

Exterior hardware

GM



Push and pull plates

8303 Pull plate

Certifications Meets ANSI A156.06







A, F, G, I, L, N


customer service.

Standard mounting package for plate

− #6 X 5/8 oval head screws

Optional TEK/TORX package

− #6 X 5/8 Self-drilling, Self-tapping screws and

− #6 X 5/8 Torx screws

Plate prepped with 2 pull mounting holes spaced at 8" or 10" center to center

Widths and heights 3-1/2" X 15"

4" X 16"

6" X 16"

Pull center to center 8"

10"




605, 606, 612, 613, 619, 625, 626, 626-AM, 628, 630, 630-AM, 643e/716, BLK



For one back to back machined pull, specify Nsgl

Custom widths, heights, and special cut-outs are available as engineering special, consult

customer service.

1"

ROUND

8303 Pull plate





Specification Title: Division 08 Description: Architectural Trim

Section: 087100 Page: 14 - 15 Article/ Paragraph 2.14 Proposed Substitution: Add Allegion as an Acceptable Manufacturer Manufacturer: Allegion, PLC Address: 11819 N Pennsylvania Street Phone: 877-761-7011 Trade Name: Ives Carmel, IN 46032 Model No. 8400 B4E CSK History: New product 2-5 years old 5-10 years old More than 10 years old Differences between proposed substitution and specified product: Meets or exceeds specification criteria



SR #010


(Continued)




Signed by:

Firm: Allegion, Plc



Telephone: 781-453-5311

Attachments: Ives 8400 Series product information



Signed by: Date:


Page 2 of 2


Protection Plates

B14

Pulls

& P

late

sA

Hin

ges

& P

ivot

sC

Flus

h Bo

lts &

Coo

rdin

ator

sD

Latc

hes,

Cat

ches

& B

olts

E Stop

sF

Exte

rior H

ardw

are

GM

isce

llane

ous H

ardw

are

8400 Series Protection Plates

steel or aluminum; and 1/8” thick high impact polyethylene in clear or black.

Optional screw packs are available for TEK or TORK screw heads. Refer to the following chart for ordering.

Kickplate Gasket Tape Tape is recommended when using a brass plate on a metal door to reduce tarnishing from electrolytic oxidation. One tape pack will cover an the perimeters of a 8” x 34” kickplate. Order 8401 Gasket Tape.

8400 Protection Plate8402 (UL)* Protection Plate*UL mark appears in upper right corner. Factory supplied screws must be used.Number of screw packs required by plate size (specify TEK Screws or TORK screws).

22”-25” 26”-33” 34”-41” 42”-48”4”-8” 1 1 1 19”-16” 1 1 1 117”-24” 1 1 1 225”-32” 1 1 2 233”-40” 1 2 2 241”-48” 2 2 2 2

Finishes brass 24” x 48” max. sizeUS Number US3 US4 US10 US10B US15 US26 US26D

BHMA 605 606 612 613 619 625 626

Finishes stainless steelUS Number US32 US32D

BHMA 629 630

Finishes aluminumUS Number US28

BHMA 628

Finishes plasticClear and Black

Residential Grade Kickplates available Carded only, finishes PA28, PA3, PA619, PA716, B3, B505, B619, B716

8400 Series Protection Plates


Protection Plates

B18

Pulls

& P

late

sA

Hin

ges

& P

ivot

sC

Flus

h Bo

lts &

Coo

rdin

ator

sD

Latc

hes,

Cat

ches

& B

olts

E Stop

sF

Exte

rior H

ardw

are

GM

isce

llane

ous H

ardw

are

Mop Plates

and mopping procedures.

Kick Plates

scuffing from foot traffic.

(especially doors using a closer).

Stretcher Plates

made by stretchers, service carts or other equipment.

Armor Plates

trucks and rough usage.

of double acting doors.





Specification Title: Division 08 Description: Door Stops and Holders

Section: 087100 Page: 15 Article/ Paragraph 2.15B Proposed Substitution: Add Allegion as an Acceptable Manufacturer Manufacturer: Allegion, PLC Address: 11819 N Pennsylvania Street Phone: 877-761-7011 Trade Name: Ives Carmel, IN 46032 Model No. WS401/402CCV, FS436x435, SR64 History: New product 2-5 years old 5-10 years old More than 10 years old Differences between proposed substitution and specified product: Meets or exceeds specification criteria



SR #011


(Continued)




Signed by:

Firm: Allegion, Plc



Telephone: 781-453-5311

Attachments: Ives Door Stops product information



Signed by: Date:


Page 2 of 2

AH

inges & pivots

BPulls &

platesC


DLatches, catches &

boltsE11Stops

FExterior hardw

areG

Miscellaneous hardw

are

Ives Architectural hardware productsE11

Wall bumpers

WS401CCV & WS402CCV

WS401/402CVX (Convex) wall bumpers WS401/402CCV (Concave) wall bumpers Constructed in heavy-duty cast brass

Special retainer ring makes rubber tamper resistant

Grey rubber bumper

WS401/402CVX – convex rubber bumper, packed with fasteners for drywall/wood

applications

WS401/402CCV – concave rubber bumper which avoids damage to locks with

projecting buttons, packed with fasteners for drywall/wood applications

Certifications WS401/402CVX Meets ANSI/BHMA 156.16, L12101

WS401/402CCV Meets ANSI/BHMA 156.16, L12251


Dimensions Base diameter: 2-1/2"

Base thickness: 3/8"

Overall projection: 1"

WS404CVX (Convex) wall bumpers Compact size

Constructed in cast brass

Totally concealed mounting discourages vandalism or tampering

Unit furnished with grey convex rubber bumper

Packed with fasteners for drywall/wood applications


Dimensions Base diameter: 1"

Overall projection: 17/32"

Finishes - BrassBHMA Description Substrate Finish












609 Blackened brass Brass US5









AH

inges & pivots

BPulls &

platesC


DLatches, catches &

boltsE3

StopsF

Exterior hardware

GM



Floor stops — dome

PADFLOOR

1" ORLESS

1"

1-7/16"

FS438

FS436

FS436 Dome stop FS438 Dome stop FS436 for doors without threshold

FS438 for doors with threshold or undercut doors

Heavy-duty cast dome stops

Packed with fasteners for light duty masonry and wood applications

Grey rubber bumper

Certifications FS436 Meets ANSI/BHMA A156.16, L12141 for brass and L32141 for aluminum

FS438 Meets ANSI/BHMA A156.16, L12161 for brass and L32161 for aluminum

Material substrate Made from cast brass or aluminum


DimensionsFS436

Overall height: 1"

Base height: 3/16"

Base diameter: 1-3/4" x 2" oval

FS438

Overall height: 1-3/8"

Base height: 9/16"

Base diameter: 1-3/4" x 2" oval

R435 Riser for FS436 Dome stop R437 Riser for FS438 Dome stop R435 for conversion of FS436 Dome stop to carpet installation

R437 For conversion of FS438 Dome stop to carpet installation

Packed with fasteners for heavy duty masonry and wood applications

Material substrate Made from aluminum, mill finish

Dimensions Base diameter: 1" X 1-7/16" oval

Heights: available in 1/4", 3/8", 1/2" 5/8", 3/4" and 1" height




609 Blackened brass Brass US5








Finishes - AluminumBHMA Description Substrate Finish

628 Satin aluminum Aluminum US28


FS436 Dome stop

R435 Riser for FS436 Dome stop

AH

inges & pivots

BPulls &

platesC


DLatches, catches &

boltsE25Stops

FExterior hardw

areG

Miscellaneous hardw

are


Door silencers

SR64 Door silencer - metal For use on metal frames featuring pneumatic design that, once installed,forms an

air pocket to absorb shock and reduce noise of door closing

Tamper-proof once installed on the frame

Proper installation also eliminates door rattle and provides constant tension for

door latches or locks

Packed in bags of 100

Grey also available in bulk pack of 2500

Each bag has an installation tool included

Certifications Meets ANSI/BHMA 156.16, L03011

Material substrate Made from 60 Durometer styrene

butadiene rubber

Dimensions Diameter: 1/2"

Thickness: 1/8" (projection from

frame when inserted)

SR65 Door silencer - wood For use on wood frames, also feature pneumatic design to cushion shock and

absorb noise

To prevent removal, a small brad should be driven into stop strip and through stem

of silencer, as shown in the detail

Packed in bags of 100



butadiene rubber

Dimensions Height: 3/4"

Width: 3/8"



SR66 Door silencer - adhesive Self adhesive rubber silencers

Economical installation requires no drilling of frames

Packed two sheets of 50 (100 minimum)



butadiene rubber

Dimensions Diameter: 1/2"



Finishes BHMA Description Substrate Finish

--- Grey Rubber GRY



--- Grey Rubber GRY



--- Brown Rubber BRN

--- Grey Rubber GRY

--- White Rubber WHT


SR64 Door silencer - metal

SR65 Door silencer - wood





Specification Title: Division 08 Description: Architectural Seals

Section: 087100 Page: 16 Article/ Paragraph 2.16 Proposed Substitution: Add Allegion as an Acceptable Manufacturer Manufacturer: Allegion, PLC Address: 11819 N Pennsylvania Street Phone: 877-761-7011 Trade Name: Zero Carmel, IN 46032 Model No. 429AA, 39AA, 545A, 8192AA, 8303AA, 117-BK, 44STST, 360AA, 8780N, 361, 41AA 65A, 655A + V-3, 226 History: New product 2-5 years old 5-10 years old More than 10 years old Differences between proposed substitution and specified product: Meets or exceeds specification criteria



SR #012


(Continued)




Signed by:

Firm: Allegion, Plc



Telephone: 781-453-5311

Attachments: Zero Seals product information



Signed by: Date:


Page 2 of 2

Thresholds to be sized as specified or required.Door Bottoms to be mortised or semi-mortised, not surface mounted.

www.zerointernational.com • Door sealing systems • Zero • 11

Finishes:

A Aluminum mill finish

BK Aluminum black anodized

D Aluminum dark bronze anodized

G Aluminum gold anodized

B Bronze, architectural mill finish

B-ORB Oil-rubbed bronze

Options:

E Epoxy abrasive tread

EL Photoluminescent and abrasive epoxy tread

V3 Full body strength fill

EV3 Epoxy and full body strength fill

ELV3 Photoluminescent and abrasive epoxy tread, full body

strength fill

Note:

Special anchors available for mounting most

thresholds on concrete surfaces.

Thresholds

See Thresholds Accessories & options page for details.

Appendix

Specialty

applicationsS

ound controlIntum

escentW

eatherstrippingP

erimeter seals

Autom

atic door bottom

sT

hresholdsAccessories and options

FastenersThresholds are supplied with the appropriate screws and quantities needed for installation based on

threshold width, unless noted to order separately. Use the part numbers below for ordering additional

screws, or ordering separately where indicated.

All-purpose screwsPart # Description Applicable threshold models Package contents

47254099 Threshold screw pack — Clear Anodized All “A” finish thresholds 4 screws #10 X 1-1/2"

FPHSMS

47254100 Threshold screw pack — Dark Bronze All “D” finish thresholds 4 screws #10 X 1-1/2"

FPHSMS Black ZP

47254101 Threshold screw pack — Bronze All “B” and “G” finish thresholds 4 screws #10 X 1-3/4“

FPHWS Brass

47254102 Threshold screw pack — Stainless Steel All “STST” finish thresholds 4 screws #10 X 1-1/4”

FPHSMS S.S.

47254101-10B Threshold screw pack — Oil Rubbed Bronze All ORB finish thresholds 4 screws #10 X 1-3/4”

FPHWS Brass, Oil Rubbed

Anchors for concrete installationsPart # Description/Model number Applicable threshold models Package contents

47257389 221-Plastic shield screw pack

Silver metallic finish

Screw pack for 221 4 plastic shields and 4

#10 X 1-1/4" FPHSMS

47257390 222-Lead shield screw pack


Screw pack for 222 4 lead shields and 4

#10 X 1-1/4" FPHSMS

47257391 223-10-24 Concrete anchor screw pack


Screw pack for 223 4 10-24 anchors with 4

#10-24 X 1-1/2" FPHMS

47257392 224-1/4-20 Concrete anchor screw pack


Screw pack for 224 4 10-24 anchors with 4

1/4-20 X 1-1/2" FPHMS

47257393 226-S.S. Sleeve anchor 1/4X3"


Screw pack for 226 4 sleeve anchors

221Plastic shield

222Lead shield

223MSLA-10Anchor with

machine screw

10/24

224MSLA-4Anchor with

machine screw

1/4-20

226Stainless steel sleeve anchorOptional for all thresholds

• An expansion anchor with

a unique flat head machine

screw all in one unit.

• Easy installation. Place

threshold in position and drill

1/4" dia. x 3 1/2" deep hole

through countersunk hole in

threshold. Drop the anchor in

place and tighten with

screwdriver.

226-S.S. Sleeve anchor 1/4X3"

14 • Zero • Door sealing systems • www.zerointernational.com

Finishes:







Options:






strength fill

Note:



Thresholds


App

endi

xS

peci

alty

ap

plic

atio

nsS

ound

con

trol

Intu

mes

cent

Wea

ther

stri

ppin

gP

erim

eter

sea

lsA

utom

atic

doo

r bo

ttom

sT

hres

hold

s

Saddle thresholds

63

Finishes:

A, BK, D, G

Options:

E, EL, V3,

EV3, ELV3

ANSI/BHMA:

63A, 63BK, 63D, 63G J32100, J32130

63A-E, 63BK-E, 63D-E, 63G-E J32200, J32230

544

Finishes:

A, BK, D, G

Options:

E, EL, V3,

EV3, ELV3

ANSI/BHMA:

544A, 544BK, 544D, 544G J32100, J32130

544A-E, 544BK-E, 544D-E, 544G-E J32200, J32230

545

Finishes:

A, BK, D, G

Options:

E, EL, V3,

EV3, ELV3

ANSI/BHMA:

545A, 545BK, 545D, 545G J32100, J32130

545A-E, 545BK-E, 545D-E, 545G-E J32200, J32230

.250"(6.4)

.125"(3.2)

5.00"(127.0)

1.60"(40.6).125"(3.2)

546

Finishes:

A, BK, D, G

Options:

E, EL, V3,

EV3, ELV3

ANSI/BHMA:

546A, 546BK, 546D, 546G J32100, J32130

546A-E, 545BK-E, 546D-E, 546G-E J32200, J32230

Supplied without mounting holes.

.250"(6.4)

.140"(3.6)

6.00"(152.4)

2.00"(50.8).188"(4.8)

545B

Finishes:

B, B-ORB

Options:

E, EL, V3,

EV3, ELV3

(not available for B-ORB finish)

ANSI/BHMA:

545B J12100, J12130

545B-E J12200, J12230

5.00"(127.0)

.250"(6.4)

.125"(3.2)

.125"(3.2) 1.60"(40.6)Claw-grip edge

64

Finishes:

A, BK, D, G

Options:

E, EL, V3,

EV3, ELV3

ANSI/BHMA:

64A, 64BK, 64D, 64G J32100, J32130

64A-E, 64BK-E, 64D-E, 64G-E J32200, J32230

.250"(6.4)

.125"(3.2)

3.00"(76.2)

.250"(6.4)

.125"(3.2)

4.00"(101.6)

1.50"(38.1).125"(3.2)

2.50"(63.5)

.125"(3.2)

.250"(6.4)

545


Finishes:







Options:






strength fill

Note:



Thresholds


App

endi

xS

peci

alty

ap

plic

atio

nsS

ound

con

trol

Intu

mes

cent

Wea

ther

stri

ppin

gP

erim

eter

sea

lsA

utom

atic

doo

r bo

ttom

sT

hres

hold

s

Saddle thresholds

8655

Finishes:

A, BK, D, G

Options:

E, EL, V3,

EV3, ELV3

ANSI/BHMA:

8655A, 8655BK, 8655D, 865G J32100, J32130

8655A-E, 8655BK-E, 8655D-E, 8655G-E J32200, J32230

.500"(12.7)

5.00"(127.0)

.115"(2.9)

1.60"(40.6).115"(2.9)

655

Finishes:

A, BK, D, G,

B, B-ORB

Options:

E, EL, V3,

EV3, ELV3


ANSI/BHMA:

655A, 655BK, 655D, 655G J32100, J32130

655A-E, 655BK-E, 655D-E, 655G-E J32200, J32230

655B J12100, J12130

655B-E J12200, J12230

.200"(5.1)

.500"(12.7)

5.00"(127.0)

Claw-grip edge (for 655A only)

656

Finishes:

A, BK, D, G,

B, B-ORB

Options:

E, EL, V3,

EV3, ELV3


ANSI/BHMA:

656A, 656BK, 656D, 656E J32100, J32130

656A-E, 656BK-E, 656D-E, 656G-E J32200, J32230

656B J12100, J12130

656B-E J12200, J12230Supplied without mounting holes.

6.00"(152.4)

.500"(12.7)

Claw-grip edge

.200"(5.1)

164

Finishes:

A, BK, D, G

ANSI/BHMA:

164A, 164BK, 164D, 164G J32300, J32330

164A-E, 164BK-E, 164D-E, 164G-E J32400, J32430

Model #654 is a recommended alternative if epoxy and/or body strength fills are desired.

.187"(4.7)

4.00"(101.6)

.500"(12.7)

164B

Finishes:

B, B-ORB

ANSI/BHMA:

164B J12100, J12130

164B-E J12200, J12230

Model #654 is a recommended alternative if epoxy and/or body strength fills are desired.

.500"(12.7)

4.00"(101.6)

.187"(4.7)

655A-V3 (Full body strength)

655


See ADB Accessories & options page for details.


Automatic door bottoms

Finishes:

AA Aluminum clear anodized




Options:

LS Light spring

FLO Air flow/ sound block

Z49 Removable end cap

PL Pull out

SEC Torx security screws

LK Locking key

NH No holes

Note:

Maximum order length is 60" unless noted otherwise. Lengths up to 96" on some

models available as engineering special order.

Lengths 10" - 18" available only with light spring drop mechanism.

Not recommended for maximum drop greater than .500".

Except where noted, all models on this page are shipped in standard LH/RHR

configuration with locking screw concealed (facing the door). Handing is reversible.

Appendix

Specialty

applicationsS

ound controlIntum

escentW

eatherstrippingP

erimeter seals

Autom

atic door bottom

sT

hresholdsHeavy duty

364

Finishes:

AA

Options:

LS, Z49

End Cap,

PL, NH

ANSI/BHMA:

364AA R3B3241

Mortised. Supplied with solid neoprene extrusion.

Note: consult your local AHJ for maximum allowable

door undercut.

.371"(9.4)

1.575"(40.0)

.924"(23.5)

Max. effective drop

.875"(22.2)

#6 x .750"(19.1) PPHSDS

.075"(1.9)

Zero quiet

seal

360

Finishes:

AA

Options:

LS, Z49

End Cap,

PL, NH

ANSI/BHMA:

360AA R3C3241

Mortised. Supplied with closed cell sponge neoprene.

Note: Consult your local AHJ for maximum allowable

door undercut.

.075"(1.9)

.371"(9.4)

1.575"(40.0)

.924"(23.5)

Max. effective drop

.875"(22.2)

#6 x .750"(19.1) PPHSDS

Zero quiet

seal

362

Finishes:

AA, BK,

D, G

Options:

LS, PL,

SEC,LK, NH

ANSI/BHMA:

362AA, 362BK, 362D, 362G R3B3441

Semi-mortised applications. Supplied with closed cell sponge

neoprene. Note: Consult your local AHJ for maximum allowable

door undercut.

1.901"(48.3)

.916"(23.3)

Max. effective drop

.875"(22.2)

Zero quiet

seal

.083"(2.2)

Closed cell sponge neoprene

#8 x 1.500"(38.1) FPHSMS

361

Finishes:

AA, BK,

D, G

Options:

LS, PL,

NH, LK, SEC

ANSI/BHMA:

361AA, 361BK, 361D, 361G R3C3341

Surface-mounted applications. Supplied with closed cell sponge

neoprene.

1.901"(48.3)

.916"(23.3)

Max. effective drop

.875"(22.2)

Zero quiet

seal

.083"(2.2)

Closed cell sponge neoprene

#8 x 1.500"(38.1) TPHSMS

365

Finishes:

AA, BK,

D, G

Options:

LS, PL, SEC,

LK, NH

ANSI/BHMA:

365AA, 365BK, 365D, 365G R3B3341

Surface-mounted applications.

Supplied with solid neoprene extrusion.

Neoprene Max. effective drop

.875"(22.2)

.083"(2.2)

1.901"(48.3)

.916"(23.3)

#8 x 1.500"(38.1) TPHSMS

Zero quiet

seal

366

Finishes:

AA, BK,

D, G

Options:

LS, PL, SEC,

LK, NH

ANSI/BHMA:

366AA, 366BK, 366D, 366G R3B3441

Semi-mortised applications. Suppiled with solid neoprene

extrusion. Note: Consult your local AHJ for maximum allowable door

undercut.

#8 x 1.500"(38.1) FPHSMS

Neoprene

Zero quiet

seal

Max. effective drop

.875"(22.2)

.083"(2.2)

1.901"(48.3)

.916"(23.3)

3613360

is

A,

D,

edon

eo

TP

See Perimeter seals Accessories & options page for details.


Perimeter seals

Finishes:







B-ORB Oil-rubbed aged bronze

Options:


PSA Pressure-sensitive adhesive

ZAG Ligature resistant gasketing

S Order as a set

SEC Security screws

Note:

App

endi

xS

peci

alty

ap

plic

atio

nsS

ound

con

trol

Intu

mes

cent

Wea

ther

stri

ppin

gP

erim

eter

sea

lsA

utom

atic

doo

r bo

ttom

sT

hres

hold

s

Door sweeps

339

Finishes:

AA, BK, D, G,

B, B-ORB

Options:

SEC

ANSI/BHMA:

339AA, 339BK, 339D, 339G R3B434

339B R1B434

39

Finishes:

A, BK,

D, G

Options:

SEC

ANSI/BHMA:

39A, 39BK, 39D, 39G R3B434

Solid neoprene.125"(3.2) x 1.375"(34.9)

.195"(5.0)

.070"(1.8)

1.250"(31.8)

.500"(12.7)

#6x1.00"(25.4)PPHSDS

339W

Finishes:

AA, BK, D, G

B, B-ORB

Options:

SEC

ANSI/BHMA:

339WAA, 339WBK, 339WD, 339WG R3B434

339WB R1B434

Solid neoprene.125"(3.2) x 2.00"(50.8)

.219"(5.6)

.094"(2.4)

1.00"(25.4)

1.440"(36.6)

#6 x 1.00"(25.4) PPHSDS

#6 x 1.00"(25.4) PPHSDS

Solid neoprene.125"(3.2) x 1.375"(34.9)

.219"(5.6)

.094"(2.4)

1.00"(25.4)

.815"(20.7)

539

Finishes:

AA, BK,

D, G

Options:

SEC

ANSI/BHMA:

539AA, 539BK, 539D, 539G R3B434

Solid neoprene

.408(10.4)

1.00"(25.4)

1.00"(25.4)

#6x1.00"(25.4)PPHSDS

39W

Finishes:

A, BK,

D, G

Options:

SEC

ANSI/BHMA:

39WA, 39WBK,

39WD, 39WG R3B434

Solid neoprene.125"(3.2) x 2.00"(50.8)

#6 x 1.00"(25.4) PPHSDS

.195"(5.0)

.070"(1.8)

1.250"(31.8)

1.111"(28.2)

328

Finishes:

AA, BK, D, G,

B, B-ORB

Options:

ZAG, S,

SEC

ANSI/BHMA:

328AA, 328BK, 328D, 328G R3B434

328B R1B434

Solid neoprene

.219"(5.6)

.094"(2.4)

1.00"(25.4)

.250"(6.4)

#6 x 1.00"(25.4) PPHSDS

39



Perimeter seals

Finishes:








Options:




S Order as a set

SEC Security screws

Note:

App

endi

xS

peci

alty

ap

plic

atio

nsS

ound

con

trol

Intu

mes

cent

Wea

ther

stri

ppin

gP

erim

eter

sea

lsA

utom

atic

doo

r bo

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sT

hres

hold

s

Door sweeps

871

Finishes:

AA, BK,

D, G

Options:

S, SEC

ANSI/BHMA:

871AA, 871BK, 871D, 871G R3F434

Adjustable

Pile with fin seal

Unit has adjusting

screws approx.

10" on center.

Max. adjusment

.250"(6.4)

.875"(22.2)

#6 x 1.00"(25.4)PPHSDS

.500"(12.7)

98

Finishes:

A, BK,

D, G

Options:

PSA, S,

SEC

ANSI/BHMA:

98A, 98BK, 98D, 98G R3F436

Pile with fin seal

.075"(1.9)

1.00"(25.4)

#6 x 1.00"(25.4)PPHSDS

.380"(9.7)

.500"(12.7)

255

Finishes:

AA, BK,

D, G

Options:

SEC

ANSI/BHMA:

255AA, 255BK, 255D, 255G R3F434

Adjustable

Spring

Pile with fin seal

Adjusting screw

1.00"(24.5)

.561"(14.2)

#6 x 1.00"(25.4)PPHSDS

8192

Finishes:

AA, BK,

D, G

Options:

PSA, SEC

ANSI/BHMA:

8192AA, 8192BK, 8192D, 8192G R3A436

Nylon brush

.300"(7.6)

.625"(15.9)

1.00"(25.4)

#6 x 1.00"(25.4)PPHSDS

96

Finishes:

A, BK,

D, G

Options:

SEC

ANSI/BHMA:

96A, 96BK, 96D, 96G R3A436

Suitable for mixed-use commercial, hospitality,

multi-family, as well as sliding barn doors.

Nylon brush

.075"(1.9)

1.250"(31.8)

1.875"(47.6)

#6 x 1.00"(25.4)PPHSDS

8192



Perimeter seals

Finishes:








Options:




S Order as a set

SEC Security screws

Note:

App

endi

xS

peci

alty

ap

plic

atio

nsS

ound

con

trol

Intu

mes

cent

Wea

ther

stri

ppin

gP

erim

eter

sea

lsA

utom

atic

doo

r bo

ttom

sT

hres

hold

s

Head and jamb gasketing

429

Finishes:

AA, BK,

D, G

Options:

S, SEC

ANSI/BHMA:

429AA, 429BK, 429D, 429G R3E164

Gasketing protection for closer bracket or door coordinator.

302FS

Finishes:

AA, BK,

D, G, B

Options:

S, SEC

ANSI/BHMA:

302FS-AA, 302FS-BK, 302FS-D, 302FS-G R3R164

#6 x 1.00"(25.4) PPHSDS

1.00"(25.4)

.219"(5.6)

Solid neoprene

Intumescent

328FS

Finishes:

AA, BK,

D, G

Options:

S, SEC

ANSI/BHMA:

328FS-AA, 328FS-BK, 328FS-D, 328FS-G R3R164

#6 x 1.00"(25.4) PPHSDS

1.00"(25.4)

.408"(10.4)

Solid neoprene

Intumescent

Silicone

1.500"(38.1).250"

(6.4)

.250"(6.4)

#10x.750”(19.1)

PPHSDS

326

Finishes:

AA, BK, D, G,

B, B-ORB

Options:

ZAG, S,

SEC

ANSI/BHMA:

326AA, 326BK, 326D, 326G R3B164

326B R1B164

Extruded Bulb/Finger for double-sealing protection.

#6 x 1.00"(25.4) PPHSDS

1.00"(25.4)

.219"(5.6)

Solid neoprene

328

Finishes:

AA, BK, D, G,

B, B-ORB

Options:

ZAG, S,

SEC

ANSI/BHMA:

328AA, 328BK, 328D, 328G R3B164

328B R1B164

ZAG option for mental health applications includes security screws

#6 x 1.00"(25.4) PPHSDS

1.00"(25.4)

.219"(5.6)

Solid neoprene

8305

Finishes:

AA, BK,

D, G

Options:

S, SEC

ANSI/BHMA:

8305AA, 8305BK, 8305D, 8305G R3A166

Nylon brush

.500"(12.7)

.279"(7.1)

#6 x 1.00"(25.4) PPHSDS

429



Perimeter seals

Finishes:








Options:




S Order as a set

SEC Security screws

Note:

Appendix

Specialty

applicationsS

ound controlIntum

escentW

eatherstrippingP

erimeter seals

Autom

atic door bottom

sT

hresholdsHead and jamb gasketing

8302

Finishes:

AA, BK,

D, G

Options:

S, SEC

ANSI/BHMA:

8302AA, 8302BK, 8302D, 8302G R3B164

Solid neoprene

.590"(14.9)

.220"(5.6)

#6 x 1.00"(25.4) PPHSDS

8193

Finishes:

AA, BK,

D, G

Options:

PSA, S,

SEC

ANSI/BHMA:

8193AA, 8193BK, 8193D, 8193G R3A166

.590"(14.9)

.220"(5.6)

#6 x 1.00"(25.4) PPHSDS

Nylon brush

8303

Finishes:

AA, BK,

D, G

Options:

S, SEC

ANSI/BHMA:

8303AA, 8303BK, 8303D, 8303G R3E164

Silicone

.590"(14.9)

.250"(6.4)

.220"(5.6)

#6 x 1.00"(25.4) PPHSDS

.125"(3.2)

8877

Finishes:

AA, BK,

D, G

Options:

S, SEC

ANSI/BHMA:

8877AA, 8877BK, 8877D, 8877G R3B164

Solid neoprene

.625"(15.9)

.220"(5.6)

#6 x 1.00"(25.4) PPHSDS

Snap-on coverBlack EPDM rubber

8878

Finishes:

AA, BK,

D, G

Options:

S, SEC

ANSI/BHMA:

8878AA, 8878BK, 8878D, 8878G R3E164

Silicone

.625"(15.9)

.250"(6.4)

.220"(5.6)

#6 x 1.00"(25.4) PPHSDS

.125"(3.2)


8879

Finishes:

AA, BK,

D, G

Options:

PSA, S,

SEC

ANSI/BHMA:

8879AA, 8879BK, 8879D, 8879G R3A166

Nylon brush

.625"(15.9)

.220"(5.6)

#6 x 1.00"(25.4) PPHSDS


8303



Perimeter seals

Finishes:








App

endi

xS

peci

alty

ap

plic

atio

nsS

ound

con

trol

Intu

mes

cent

Wea

ther

stri

ppin

gP

erim

eter

sea

lsA

utom

atic

doo

r bo

ttom

sT

hres

hold

s

Options:



ZAG Anti-ligature gasketing

S Order as a set

NH No holes

NRGC Rubber not assembled, no glue or no crimp on seal

SEC Security screws

Note:

See Ives catalog for door coordinators.

Finishes: SP = Steel Primed, STST=Stainless Steel.

Follow NFPA 80 requirements for fire door clearances.

Meeting stilesAstragals — One door active or coordinating doors

383FS

Finishes:

AA, BK, D,

G

Options:

SEC

ANSI/BHMA:

383FS-AA, 383FS-BK, 383FS-D, 383FS-G R3B634

90 minute max fire rating

43

Finishes:

SP, STST

905

Finishes:

AA, BK,

D, G

Options:

SEC

ANSI/BHMA:

905AA, 905BK, 905D, 905G R3Y636

47

Finishes:

AA, BK, D,

G

Options:

SEC

ANSI/BHMA:

47AA, 47BK, 47D, 47G R3Y636

383

Finishes:

AA, BK,

D, G

Options:

SEC

ANSI/BHMA:

383AA, 383BK, 383D, 383G R3B634

90 minute max fire rating

44

Finishes:

STST

Options:

SEC

ANSI/BHMA:

44STST R5Y636

Stainless steel finish only.

#6 x 1.00"(25.4) PPHSDS

.187"(4.7)

1.500"(38.1)

#6 x 1.00"(25.4) PPHSDS

.093"(2.4)

1.500"(38.1)

#6 x 1.00"(25.4) PPHSDS

.125"(3.2)

1.750" (44.5)

#8 x .750"(19.1) FPHSMS

1.625"(41.3)

.387"(9.8)

Neoprene

.125"(3.2)

Neoprene lip

#8 x .750"(19.1) FPHSMS

1.625"(41.3)

.387"(9.8)

Intumescent

.125"(3.2)

Neoprene lip

Security astragal

2.250"(57.2)

.795"(20.2)

.531"(13.5)

1.750"(44.5)

Strike plate by others

Active Door

1/4-20x1"(25.4)

Thru bolt

Steel prime or Stainless steel

44STST

44



Perimeter seals

Finishes:








Options:




S Order as a set

SEC Security screws

Appendix

Specialty

applicationsS

ound controlIntum

escentW

eatherstrippingP

erimeter seals

Autom

atic door bottom

sT

hresholds

Note:

See Ives catalog for door coordinators.

Meeting stilesAstragals — One door active or coordinating doors (cont.)

40Finishes:

AA, BK,

D, G

ANSI/BHMA:

40AA, 40BK, 40D, 40G R3L635

Magnetic astragal, inswing. For use on interior metal doors only. Available to order as

engineering special.

41Finishes:

AA, BK,

D, G

ANSI/BHMA:

41AA, 41BK, 41D, 41G R3F636

40/41

41

Pile brush

VinylMagnet

40

.749"(19.0)

.188"(4.8)

.094"(2.4)

#6x.750"(19.1)FPHSMS

.094"(2.4)

.729"(18.5)

1.265"(32.1)

.521"(13.2)

1.470"(37.3)

.688"(17.5)

1840/41

41

Pile brush

Vinyl

Spongeneoprene

1840

.749"(19.0)

.188"(4.8)

.094"(2.4)

#6x.750"(19.1)FPHSMS

1.470"(37.3)

.688"(17.5)

.094"(2.4)

.729"(18.5)

1.265"(32.1)

.521"(13.2)

Aluminum or wood door

1840Finishes:

AA, BK,

D, G

ANSI/BHMA:

1840AA, 1840BK, 1840D, 1840G R3C635

Astragal, inswing.

41

See Weatherstripping Accessories & options page for details.


Weatherstripping

Finishes:

BK Black

BR Brown

CL Clear

GY Gray

WH White

B Architectural mill finish bronze

Z Mill finish Zinc

Options:


ZAG Ligature-resistant gasketing

Appendix

Specialty

applicationsS

ound controlIntum

escentW

eatherstrippingP

erimeter seals

Autom

atic door bottom

sT

hresholdsSelf-adhesive weatherstrippingSolid neoprene and silicone seals (cont.)

8172N

Finishes:

BK

Options:

ZAG

ANSI/BHMA:

8172N R0C155

PSA standard.

8780N

Finishes:

BK

Options:

PSA, ZAG

ANSI/BHMA:

8780N R0C155

Mullion seal

926N

Finishes:

BK

Options:

PSA, ZAG

ANSI/BHMA:

926N R0C155

PSA standard.

139N

Finishes:

BK

Options:

PSA, ZAG

318N

Finishes:

BK

Options:

PSA, ZAG

826N

Finishes:

BK

Options:

ZAG

ANSI/BHMA:

826N R0C155

PSA standard.

3708N

Finishes:

BK

Options:

PSA, ZAG

8770N

Finishes:

BK

Options:

ZAG

ANSI/BHMA:

8770N R0C155

PSA standard.

312N

Finishes:

BK

Options:

ZAG

ANSI/BHMA:

312N R0C155

PSA standard.

8216S

Finishes:

BK

Options:

ZAG

ANSI/BHMA:

8216S R0E154

PSA standard.

PSA

.234"(5.9)

.500"(12.7)

117S

Finishes:

BK

Options:

ZAG

ANSI/BHMA:

117S R0E154

PSA standard.

.400"(10.2)

PSA

8150S

Finishes:

BK

Options:

ZAG

ANSI/BHMA:

8150S R0E154

PSA standard.

.500"(12.7)

.375"(9.5)PSA

Closed cell sponge neoprene seals

.125"(3.2)

.250"(6.4)

PSA

.125"(3.2)

PSA

.500"(12.7)

.185"(4.7)

PSA

.500"(12.7)

.094"(2.4)

1.00"(25.4)

PSA (optional)

.125"(3.2)

1.250"(31.8)

PSA (optional).125"(3.2)

.375"(9.5)

PSA

.185"(4.7)

.375"(9.5)

PSA

.375"(9.5)

.750"(19.1)

PSA (optional)

.400"(10.2)

1.00"(25.4)

PSA (optional)

117S

8780N





Specification Title: Division 08 Description: Electronic Accessories

Section: 087100 Page: 16 - 17 Article/ Paragraph 2.17B Proposed Substitution: Add Allegion as an Acceptable Manufacturer Manufacturer: Allegion, PLC Address: 11819 N Pennsylvania Street Phone: 877-761-7011 Trade Name: Schlage Carmel, IN 46032 Model No. PS 904 or PS906 Power Supplies History: New product 2-5 years old 5-10 years old More than 10 years old Differences between proposed substitution and specified product: Meets or exceeds specification criteria



SR #013


(Continued)




Signed by:

Firm: Allegion, Plc



Telephone: 781-453-5311

Attachments: PS904 and PS906 Power Supply datasheets



Signed by: Date:


Page 2 of 2

Overview

The Schlage comprehensive line of power supplies and option boards was designed to

address the changing needs of the access control market.

Installation is simplified by utilizing a flat mounting design and polarized locking

connectors for option boards. This design eliminates the need for racks and side

connectors. The flat mounting of the option boards also provides for easier access to

the terminal blocks for connection of electrified devices (such as electrified strikes,

electromagnetic locks, card readers, etc.).

Common to the line of PS900 Series power supplies is a constant output rating at both

12v and 24v settings, universal 120 VAC to 240 VAC input, and polarized option board

connectors. New fire alarm interface board mounting allows outputs to be configured as

switched (power cut) or unswitched (power continues) when signal is provided.

Features and benefits

4A @ 12/24 VDC constant output, field

selectable with jumper

Provides low-voltage, Class 2, filtered and

regulated power

Universal 120-240 VAC, fused primary input

Two polarized option board connectors

eliminate need for racks and side connectors

AC input and DC output monitoring circuit

with LED indicators

Externally visible AC input indicator with

isolated SPDT contacts

High-voltage protective cover for AC circuitry

(not shown)

Battery back-up board auto-selects voltage

Optional Fire Alarm plug-in board available

UL 294, ULC-S318, RoHS, and FCC Part 15

certified

Photo as shown includes optional board(s). Please

contact your local sales office or visit the support

section on our website for configuration assistance.




PS9044 amp power supply

Allegion, the Allegion logo, Schlage, and the Schlage logo are trademarks of Allegion plc, its subsidiaries and/or affiliates in the

United States and other countries. All other trademarks are the property of their respective owners.

PS904 power supply specificationsSpecification Description

Input voltage 120/240 VAC, 50/60 Hz, universal input

Output voltage 4A @ 12 or 24 VDC

Field selectable with jumper

Switching supply, 5% regulation, 240mVpp max ripple

Enclosure Grey/baked enamel

14" x 12" x 4" (H x W x D)

Eight 1⁄2" x 3⁄4" knockouts

NEMA Grade 1

Hinged cover with lock down screws

Operating temperature 32° - 120°F (0° - 49°C)

Certifications ANSI/UL 294

ULC-S318

RoHS

FCC Part 15

Class 2

Battery backup(install on main board)

900-BB: Battery backup board only

900-BBK: Battery backup kit (backup board plus battery pack)

Available option boards 900-FA: Plug-in fire alarm (must be installed on option boards)

900-2RS*: 2 Relay option board capable of individual or

sequential operation for single and pair door applications

900-4R*: 4 Relay option board

900-4RL*: 4 Relay option board with integrated logic and

individual or sequential operation capability for controlling

security interlocks, auto operators and time delay function

900-8F*: Fused, 8 zone option board

900-8P*: PTC, 8 zone option board

AC primary fuse size 4A, 250v, 5 x 20mm

Battery fuse size 7.5A 32v ATO blade style

DC output protection Overload protection - current limited foldback circuit

Indicators LED indicators:

- AC input (visible on outside of enclosure)

- DC output

Isolated SPDT contacts to monitor AC power status

Weight (power supply) Approx. 9.0 lbs

Weight (each battery) 4.0 lbs

AC input termination 3 position terminal block with protective cover

Wire capacity: 10 AWG max.

DC output termination 2 position terminal block


Option board connectors 2

Fire alarm board connector Yes (requires connection on option board)

Keylock Optional

Accessories 900-BAT: Backup battery pack

* Compatible with plug-in fire alarm board (900-FA)

Configuration optionsAvailable option board, fire alarm and

battery backup connection locations:

Exit device support

Von Duprin QEL Up to 41

Von Duprin EL None

Falcon EL None

1. Requires the use of one 900-4RL option board

1 2

BB

K

FA

Battery 2Battery 1

Allegion (NYSE: ALLE) is a global pioneer in safety and security, with leading brands

like CISA®, Interflex®, LCN®, Schlage®, SimonsVoss® and Von Duprin®. Focusing on

security around the door and adjacent areas, Allegion produces a range of solutions

for homes, businesses, schools and other institutions. Allegion is a $2 billion company,

with products sold in almost 130 countries. For more, visit www.allegion.com.

About Allegion

© 2017 Allegion

004194, Rev. 08/17

www.allegion.com/us

Overview

The Schlage comprehensive line of power supplies and option boards was designed to

address the changing needs of the access control market.

Installation is simplified by utilizing a flat mounting design and polarized locking

connectors for option boards. This design eliminates the need for racks and side

connectors. The flat mounting of the option boards also provides for easier access to

the terminal blocks for connection of electrified devices (such as electrified strikes,

electromagnetic locks, card readers, etc.).

Common to the line of PS900 Series power supplies is a constant output rating at both

12v and 24v settings, universal 120 VAC to 240 VAC input, and polarized option board

connectors. New fire alarm interface board mounting allows outputs to be configured as

switched (power cut) or unswitched (power continues) when signal is provided.

Features and benefits

6A @ 12/24 VDC constant output, field

selectable with jumper

Provides low-voltage, Class 1, filtered and

regulated power (Class 2 when used with

900-8P option board)

Universal 120-240 VAC, fused primary input

Three polarized option board connectors

eliminate need for racks and side connectors

AC input and DC output monitoring circuit

with LED indicators

Externally visible AC input indicator with

isolated SPDT contacts

High-voltage protective cover for AC circuitry

(not shown)

Battery back-up board auto-selects voltage

Optional Fire Alarm plug-in board available

UL 294, ULC-S318, RoHS, and FCC Part 15

certified







PS9066 amp power supply

Allegion, the Allegion logo, Schlage, and the Schlage logo are trademarks of Allegion plc, its subsidiaries and/or affiliates in the

United States and other countries. All other trademarks are the property of their respective owners.

Configuration optionsAvailable option board, fire alarm and

battery backup connection locations:

PS906 power supply specificationsSpecification Description

Input voltage 120/240 VAC, 50/60 Hz, universal input

Output voltage 6A @ 12 or 24 VDC

Field selectable with jumper

Switching supply, 5% regulation, 240mVpp max ripple

Enclosure Grey/baked enamel

14"x 12"x 4" (H x W x D)

Eight 1⁄2" x 3⁄4" knockouts

NEMA Grade 1

Hinged cover with lock down screws

Operating temperature 32° - 120°F (0° - 49°C)

Certifications ANSI/UL 294

ULC-S318

RoHS

FCC Part 15

Class 1 (Class 2 when used with 900-8P option board)

Battery backup(install on main board)

900-BB: Battery backup board only

900-BBK: Battery backup kit (backup board plus battery pack)

Available option boards 900-FA: Plug-in fire alarm (must be installed on option board)

900-2RS*: 2 Relay option board capable of individual or sequential

operation for single and pair door applications

900-4R*: 4 Relay option board

900-4RL*: 4 Relay option board with integrated logic and individual

or sequential operation capability for controlling security interlocks,

auto operators and time delay function

900-8F*: Fused, 8 zone option board

900-8P*: PTC, 8 zone option board

AC primary fuse size 6.3A, 250v, 5 x 20 mm

Battery fuse size 7.5A 32v ATO blade style

DC output protection Overload protection - current limited foldback circuit

Indicators LED indicators:

- AC input (visible on outside of enclosure)

- DC output

Isolated SPDT contacts to monitor AC power status

Weight (power supply) Approx. 9.0 lbs

Weight (each battery) 4.0 lbs

AC input termination 3 position terminal block with protective cover


DC output termination 2 position terminal block


Option board connectors 3

Fire alarm board connector Yes (requires connection on option board)

Keylock Optional

Accessories 900-BAT: Backup battery pack

* Compatible with plug-in fire alarm board (900-FA)

Allegion (NYSE: ALLE) is a global pioneer in safety and security, with leading brands

like CISA®, Interflex®, LCN®, Schlage®, SimonsVoss® and Von Duprin®. Focusing on

security around the door and adjacent areas, Allegion produces a range of solutions

for homes, businesses, schools and other institutions. Allegion is a $2 billion company,

with products sold in almost 130 countries. For more, visit www.allegion.com.

About Allegion

© 2017 Allegion

004193, Rev. 08/17

www.allegion.com/us

Exit device support

Von Duprin QEL Up to 81

Von Duprin EL None

Falcon EL None

1. Requires the use of two 900-4RL option boards

PS906

without

battery

backup

2

3

1

PS906

with

battery

backup 2

Battery 2

1

Battery 1

FA

BB

K

FA

BID FORM

State Project No. 162-0043 RVN Mary P. Hinsdale Elementary School Renovate as New – Winsted Bid Form-1

(To be submitted in duplicate)

BIDDER: __________________________________________ Name __________________________________________ Address

To: Town of Winchester c/o Purchasing Department 338 Main Street Winsted, CT 06098

Project: Mary P. Hinsdale Elementary School Renovate as New 15 Hinsdale Avenue Winsted, CT 06098 State Project #162-0043 RNV

In preparing this bid, we have carefully examined the Bidding Documents for this Project. We have visited the site and noted the conditions affecting the Work.

The Bidding Documents referred to include Drawings and Project Manual dated September 1, 2020, prepared by Silver/Petrucelli + Associates, Inc., Hamden, Connecticut.

We propose to perform the work described in the Bidding Documents, in keeping with definitions of Article 1 of the Instructions to Bidders, for the Base Bid Sum as follows:

Base Bid:

Entire Project for the Total Cost of:

$ Dollars ($ .00). written figure

We will commence work on the project _______ calendar days after receipt of "Notice to Proceed" or signing of Contract, whichever is sooner. We will be able to substantially complete the project within ________ calendar days thereafter. (See Invitation to Bid and SIB 1.1.B).

Allowances: (See Section 012100)

Allowance No. 1: Metal Roof Deck Replacement (part of Base Bid) $ __________ Allowance No. 2: Wood Roof Deck Replacement (part of Base Bid) $ __________ Allowance No. 3: Brick Replacement and Mortar Repointing (part of Base Bid) $ __________

Alternates:

The undersigned proposes to furnish all Labor, Materials, Equipment and Services necessary to construct the items listed in the Alternates described in Section 012300 for the stipulated sum of:

BID FORM


ADD ALTERNATE NO. 1: Gilbert Home Brook Path (Watercourse) Restoration: Add to the Base Bid a Total of:


The project schedule will be (increased/decreased) by _____ calendar days to complete the work indicated under Add Alternate 1.

ADD ALTERNATE NO. 2: West Parking Area: Add to the Base Bid a Total of:



ADD ALTERNATE NO. 3: Existing Window Replacement: Add to the Base Bid a Total of:



ADD ALTERNATE NO. 4: Retractable Stage: Add to the Base Bid a Total of:



ADD ALTERNATE NO. 5: Skylights: Add to the Base Bid a Total of:



ADD ALTERNATE NO. 6: Brick & Precast Cleaning: Add to the Base Bid a Total of:



BID FORM


ADD ALTERNATE NO. 7: Main Entry Canopy & Sign: Add to the Base Bid a Total of:



ADD ALTERNATE NO. 8: Casework: Add to the Base Bid a Total of:



ADD ALTERNATE NO. 9: Electric Car Charging Station: Add to the Base Bid a Total of:



Unit Prices:

As required by the Base Bid, should deteriorated or damaged materials be required to be removed as determined by the Architect or Owner, the cost to remove and replace the referenced material, (or credit for specified material not provided or installed) including all labor, material, equipment and related furnishings is as follows:

Item Description Unit Price

1.

Small containment preparation containment (less than 160 square/260 linear feet of asbestos-containing material) Pricing for containments with larger amounts of materials are to be INCLUDED in the unit prices themselves listed below. There is no separate unit price for containments with larger amounts

$ containment

2. Cove base and adhesives (multiple layers, including contaminated substrates), removal and disposal as ACM $ lf

3.

Floor tile/flooring materials and mastics (includes all layers of carpeting, adhesives, multiple layers of floor tiles/flooring materials/linoleum/sheet flooring/vinyl flooring/wood/mastics, levelastics, contaminated flooring materials, etc.), removal and disposal as ACM

$ sf

4.

Gymnasium flooring materials, mastics, dampproofing, tars (includes all layers of materials, wood, cork, other contaminated flooring materials and substrates, etc.), removal and disposal as ACM

$ sf

5. Mudded pipe fitting insulation, removal and disposal as ACM $ fitting/joint 6. Glove bag, removal and disposal as ACM $ bag

BID FORM



7. Pipe and pipe fitting insulation, removal and disposal as ACM $ lf

8. Thermal system insulation/pipe and pipe fitting insulation debris and contaminated soil, removal and disposal as ACM

$ sf (includes 3 inches deep)

9. Thermal system insulation/pipe fitting insulation debris removal, cleaning concrete tunnel flooring and disposal as ACM

$ sf (includes 3 inches deep)

10. Duct insulation, removal and disposal as ACM $ sf

11. Duct adhesives (including contaminated substrates), removal and disposal as ACM $ sf

12. Duct seam sealants (including contaminated substrates), removal and disposal as ACM $ lf

13. Duct vibration isolation cloth, removal and disposal as ACM $ cloth

14. Boiler/Incinerator (including all exterior and interior materials), removal and disposal as ACM $ boiler

15. Freezers/Dampproofing/Contaminated Cork/Contaminated Substrates/Other material, removal and disposal as ACM $ freezer

16. Light backing paper insulation, removal and disposal as ACM $ light fixture 17. Electrical insulation, removal and disposal as ACM $ lf 18. Sink undercoating, removal and disposal as ACM $ sink 19. Fire door/insulation, removal and disposal as ACM $ door 20. Water fountain/dampproofing, removal and disposal as ACM $ fountain 21. Custodial slop sink/dampproofing, removal and disposal as ACM $ slop sink

22. Countertop/Adhesive/Caulking compounds, removal and disposal as ACM $ sf

23. Transite cement board, removal and disposal as ACM $ sf

24. Wall adhesives including contaminated substrates (mirrors/blackboards/bulletin boards/wood/wall tiles, etc.), removal and disposal as ACM

$ sf

25. Vermiculite and associated wall/ceiling materials, removal and disposal as ACM $ sf

26. Ceramic tile and terrazzo wall/floor, adhesives, mudset, grout, dampproofing and contaminated substrates, removal and disposal as ACM

$ sf

27. Wall/Ceiling plaster (multiple layers) and supporting systems and contaminated substrates, removal and disposal as ACM $ sf

28. Wall/Ceiling board/sheetrock/taping/joint compounds (multiple layers), removal and disposal as ACM $ sf

29. Wall, ceiling tile and glue daubs and contaminated substrates, removal and disposal as ACM $ sf

30.

Dampproofing/tars/mastics – interior/exterior walls/floors/slab/foundation and associated substrate/adjacent materials (includes multiple layers, contaminated materials and substrates), removal and disposal as ACM

$ sf

BID FORM



31. Caulking, glazing and sealant compounds (includes substrate and contaminated materials), removal and disposal as ACM $ lf

$ window opening (multiple windows/sizes exist in openings)

$ door opening (multiple doors/sizes exist in openings)

32. Caulking, glazing and sealant compounds, removal and disposal as ACM and PCB <50ppm (CT DEEP Regulated PCB Waste) $ lf



33. Caulking, glazing and sealant compounds, removal and disposal as ACM and PCB >50ppm (PCB Bulk Product Waste) $ lf



34. Caulking, glazing and sealant compounds, removal and disposal as ACM and PCB Remediation Waste $ lf



35. Roofing core/field base material (includes multiple layers and substrates), removal and disposal as ACM $ sf

36. Roof flashing (includes multiple layers and substrates), removal and disposal as ACM $ sf

37. Roofing debris (includes contaminated ceiling substrates), removal and disposal as ACM $ sf

38. Off-site transportation and disposal of natural soil ‘Natural’ soils have no detectable concentrations of non-naturally occurring compounds $ ton

39.

Off-site transportation and disposal of polluted soil ‘Polluted’ soils contain concentrations of non-naturally occurring compounds detected above laboratory reporting limits, but below the CT DEEP RSR criteria in accordance with RCSA 22a-133k-1(a)(45). Polluted soils can be reused on-site with the preparation of a Materials Management Plan and approval from the Engineer.

$ ton

40.

Off-site transportation and disposal of contaminated soil ‘Contaminated’ materials contain concentrations of compounds that exceed CT DEEP RSR criteria in accordance with RCSA 22a-133k. Contaminated materials (concrete, soil, sediment, groundwater or surface water) can NOT be reused on-site and must be disposed of at an off-site disposal facility.

$ ton

BID FORM



41.

Off-site transportation and disposal of hazardous waste/soils ‘Hazardous Waste/Soils’ include all soil/fill material that exceeds regulatory limits for hazardous substances as defined in 40 CFR, Part 261.20 Subpart C – Characteristics of Hazardous Waste. This material can NOT be reused on-site and must be disposed of at an off-site approved disposal facility.

$ ton

42. Off-site transportation and disposal of hazardous lead-based paint demolition debris $ 40-yd dumpster

$ 100-yd dumpster

43. Metal roof deck, thickness to match existing roof deck to be removed (including deteriorated roof deck removal, credit and add) $ sf

44. Wood roof deck, thickness to match existing roof deck to be removed (including deteriorated roof deck removal, credit and add) $ sf

45. Pressure treated wood blocking, as specified, cut to fit around roof structure and systems installed $ bf (add)

$ bf (deduct)

46. Mass rock excavation, on-site management, removal and disposal off site $ cy

47. Unsuitable soils, over-excavation, on-site management, removal and disposal off site $ cy

48. Excess soil, removal and disposal off site $ cy

49. Brick and mortar, to match existing, removal, disposal, and replacement $ sf

50. Mortar repointing, removal, cleaning, to match existing $ lf

If written notice of the acceptance of this Bid is mailed, telegraphed or delivered to the undersigned at the Address designated below, within ninety (90) days after the date of Bid Opening, or any time thereafter before this Bid is withdrawn, the undersigned will, within ten (10) days after the date of mailing, telegraphing or delivering of the notice, execute and deliver a contract in the Standard Form of Agreement Between the Owner and Contractor, AIA Document A101, or similar contract modified as may be mutually agree upon.

The undersigned acknowledges that he has examined the documents, visited and examined the site as required under "Instructions to Bidders", examined the availability of labor and materials and further agrees to comply with all the requirements as to the conditions of employment and wage rates set forth by the Department of Labor.

Addenda:

The undersigned acknowledges receipt of the following addenda to the Contract Documents, listed by number and date:

Number , Dated: Number , Dated: Number , Dated: Number , Dated:

Exceptions:

BID FORM


ATTACHMENTS – Attached (by Contractor) hereto is:

1. Bid Bond 2. Contractor Prequalification Statement 3. Update Bid Statement 4. CHRO Bidder Contract Compliance Monitoring Report

NON-COLLUSIVE BID STATEMENT

The undersigned bidder certifies that this bid is made independently and without collusion, agreement, understanding or planned course of action with any other bidder and that the contents of the bid shall not be disclosed to anyone other than employees, agents or sureties prior to the official bid opening.

Signature: Date:

Printed Name and Title of Agent submitting bid:

Name of Company:

Address:

Telephone Number: Fax Number:

E-mail:

This Bid may be withdrawn prior to the scheduled Bid Opening or any postponement thereof.

MAINTENANCE OF UNIT MASONRY

State Project No. 162-0043 RVN Mary P. Hinsdale Elementary School Renovate as New – Winsted 040120.64-1

SECTION 040120.64 - MAINTENANCE OF UNIT MASONRY

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. Section Includes:

1. Repairing unit masonry, including replacing units. 2. Repointing joints with mortar.

B. Related Section:

1. Section 012100 “Allowances”.

1.3 PREINSTALLATION MEETINGS

A. Preinstallation Conference: Conduct conference at Project site.

1. Review methods and procedures related to repointing brick masonry including, but not limited to, the following:

a. Materials, material application, sequencing, tolerances, and required clearances. b. Coordination with building occupants.

1.4 SEQUENCING AND SCHEDULING

A. Work Sequence: Perform brick masonry repointing work in the following sequence, which includes work specified in this and other Sections:

1. Remove plant growth. 2. Inspect masonry for open mortar joints and permanently or temporarily point them before

cleaning to prevent the intrusion of water and other cleaning materials into the wall. 3. Clean masonry. 4. Rake out mortar from joints surrounding masonry to be replaced and from joints adjacent

to masonry repairs along joints. 5. Repair masonry, including replacing existing masonry with new masonry materials. 6. Rake out mortar from joints to be repointed. 7. Point mortar and sealant joints. 8. After repointing has been completed and cured, perform a final cleaning to remove

residues from this work.

1.5 ACTION SUBMITTALS

A. Product Data: For each type of product.



1. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes.

2. Include recommendations for product application and use. Include test data substantiating that products comply with requirements.

B. Samples: For the following:

1. Pointing Mortar: Submit sets of mortar for pointing in the form of sample mortar strips, 6 inches long by ¼-inch-wide, set in aluminum or plastic channels.

a. Have each set contain a close color range of at least three (3) Samples of different mixes of colored sands and cements that produce a mortar matching existing, cleaned mortar when cured and dry.

b. Submit with precise measurements on ingredients, proportions, gradations, and source of colored sands from which each Sample was made.

2. Sand Type Used for Pointing Mortar: Minimum 8 oz. of each in plastic screw-top jars.

1.6 DELIVERY, STORAGE, AND HANDLING

A. Deliver packaged materials to Project site in manufacturer's original and unopened containers, labeled with manufacturer's name and type of products.

B. Store cementitious materials on elevated platforms, under cover, and in a dry location. Do not use cementitious materials that have become damp.

C. Store hydrated lime in manufacturer's original and unopened containers. Discard lime if containers have been damaged or have been opened for more than two (2) days.

D. Store sand where grading and other required characteristics can be maintained and contamination avoided.

1.7 FIELD CONDITIONS

A. Weather Limitations: Proceed with installation only when existing and forecasted weather conditions permit repointing work to be performed according to product manufacturers' written instructions and specified requirements.

B. Temperature Limits, General: Repoint mortar joints only when air temperature is between 40 and 90 deg F (4 and 32 deg C) and is predicted to remain so for at least seven (7) days after completion of the Work unless otherwise indicated.

PART 2 - PRODUCTS

2.1 MATERIALS, GENERAL

A. Source Limitations: Obtain each type of material for repointing brick masonry (cement, sand, etc.) from single source with resources to provide materials of consistent quality in appearance and physical properties.



2.2 MASONRY MATERIALS

A. Comply with requirements in Section 042000 “Unit Masonry”.

2.3 MORTAR MATERIALS

A. Comply with requirements in Section 042000 “Unit Masonry”.

2.4 ACCESSORY MATERIALS

A. Masking Tape: Non-staining, nonabsorbent material; compatible with mortar, joint primers, sealants, and surfaces adjacent to joints; and that easily comes off entirely, including adhesive.

B. Other Products: Select materials and methods of use based on the following:

1. Previous effectiveness in performing the work involved. 2. Minimal possibility of damaging exposed surfaces. 3. Consistency of each application. 4. Uniformity of the resulting overall appearance. 5. Do not use products or tools that could leave residue on surfaces.

2.5 MORTAR MIXES

A. Measurement and Mixing: Measure cementitious materials and sand in a dry condition by volume or equivalent weight. Do not measure by shovel; use known measure. Mix materials in a clean, mechanical batch mixer.

1. Mixing Pointing Mortar: Thoroughly mix cementitious materials and sand together before adding any water. Then mix again, adding only enough water to produce a damp, unworkable mix that retains its form when pressed into a ball. Maintain mortar in this dampened condition for 15 to 30 minutes. Add remaining water in small portions until mortar reaches desired consistency. Use mortar within 1 hour of final mixing; do not retemper or use partially hardened material.

B. Colored Mortar: Produce mortar of color required by using specified ingredients. Do not alter specified proportions without Architect's approval.

1. Mortar Pigments: Where mortar pigments are indicated, do not add pigment exceeding ten percent (10%) by weight of the cementitious or binder materials, except for carbon black which is limited to two percent (2%), unless otherwise demonstrated by a satisfactory history of performance.

C. Do not use admixtures in mortar unless otherwise indicated.

D. Mixes: Mix mortar materials in the following proportions:

1. Pointing Mortar by Property: ASTM C 270, Property Specification, Type N unless otherwise indicated; with cementitious material limited to Portland cement and lime. Add mortar pigments to produce mortar colors required.



PART 3 - EXECUTION

3.1 PROTECTION

A. Prevent mortar from staining face of surrounding masonry and other surfaces.

1. Cover sills, ledges, and other projecting items to protect them from mortar droppings. 2. Keep wall area wet below pointing work to discourage mortar from adhering. 3. Immediately remove mortar splatters in contact with exposed masonry and other surfaces.

3.2 BRICK REMOVAL AND REPLACEMENT

A. At locations indicated, remove bricks that are damaged, spalled, or deteriorated. Carefully demolish or remove entire units from joint to joint, without damaging surrounding masonry, in a manner that permits replacement with full-size units.

1. When removing single bricks, remove material from center of brick and work toward outside edges.

B. Support and protect remaining masonry that surrounds removal area. Maintain flashing, reinforcement, lintels, and adjoining construction in an undamaged condition.

C. Notify Architect of unforeseen detrimental conditions including voids, cracks, bulges, and loose units in existing masonry backup, rotted wood, rusted metal, and other deteriorated items.

D. Remove in an undamaged condition as many whole bricks as possible.

1. Remove mortar, loose particles, and soil from brick by cleaning with hand chisels, brushes, and water.

2. Remove sealants by cutting close to brick with utility knife and cleaning with solvents. 3. Store brick for reuse. Store off ground, on skids, and protected from weather. 4. Deliver cleaned brick not required for reuse to Owner unless otherwise indicated.

E. Clean bricks surrounding removal areas by removing mortar, dust, and loose particles in preparation for replacement.

F. Replace removed damaged brick with other removed brick in good quality, where possible, or with new brick matching existing brick, including size. Do not use broken units unless they can be cut to usable size.

G. Install replacement brick into bonding and coursing pattern of existing brick. If cutting is required, use a motor-driven saw designed to cut masonry with clean, sharp, unchipped edges.

1. Maintain joint width for replacement units to match existing joints. 2. Use setting buttons or shims to set units accurately spaced with uniform joints.

H. Lay replacement brick with completely filled bed, head, and collar joints. Butter ends with sufficient mortar to fill head joints and shove into place. Wet both replacement and surrounding bricks that have ASTM C 67 initial rates of absorption (suction) of more than 30 g/30 sq. in. per min. Use wetting methods that ensure that units are nearly saturated but surface is dry when laid.



1. Tool exposed mortar joints in repaired areas to match joints of surrounding existing brickwork.

2. When mortar is sufficiently hard to support units, remove shims and other devices interfering with pointing of joints.

3.3 MASONRY REPOINTING, GENERAL

A. Appearance Standard: Repointed surfaces are to have a uniform appearance as viewed from 20 feet away by Architect.

3.4 REPOINTING MASONRY

A. Rake out and repoint joints to the following extent:

1. All joints in areas indicated.

B. Do not rake out and repoint joints where not required.

C. Rake out joints as follows:

1. Remove mortar from joints to depth of joint width plus 1/8-inch, but not less than ½-inch or not less than that required to expose sound, unweathered mortar. Do not remove unsound mortar more than 2 inches deep; consult Architect for direction.

2. Remove mortar from masonry surfaces within raked-out joints to provide reveals with square backs and to expose masonry for contact with pointing mortar. Brush, vacuum, or flush joints to remove dirt and loose debris.

3. Do not spall edges of masonry units or widen joints. Replace or patch damaged masonry units as directed by Architect.

a. Cut out mortar by hand with chisel and resilient mallet. Do not use power-operated grinders without Architect's written approval.

D. Notify Architect of unforeseen detrimental conditions including voids in mortar joints, cracks, loose masonry units, rotted wood, rusted metal, and other deteriorated items.

E. Pointing with Mortar:

1. Rinse joint surfaces with water to remove dust and mortar particles. Time rinsing application so, at time of pointing, joint surfaces are damp but free of standing water. If rinse water dries, dampen joint surfaces before pointing.

2. Apply pointing mortar first to areas where existing mortar was removed to depths greater than surrounding areas. Apply in layers not greater than 3/8-inch until a uniform depth is formed. Fully compact each layer and allow it to become thumbprint hard before applying next layer.

3. After deep areas have been filled to same depth as remaining joints, point joints by placing mortar in layers not greater than 3/8-inch. Fully compact each layer and allow to become thumbprint hard before applying next layer. Where existing masonry units have worn or rounded edges, slightly recess finished mortar surface below face of masonry to avoid widened joint faces. Take care not to spread mortar beyond joint edges onto exposed masonry surfaces or to featheredge the mortar.



4. When mortar is thumbprint hard, tool joints to match original appearance of joints. Remove excess mortar from edge of joint by brushing.

5. Cure mortar by maintaining in thoroughly damp condition for at least 72 consecutive hours, including weekends and holidays.

6. Hairline cracking within mortar or mortar separation at edge of a joint is unacceptable. Completely remove such mortar and repoint.

3.5 FINAL CLEANING

A. Clean adjacent non-masonry surfaces. Use detergent and soft brushes or cloths.

B. Clean mortar and debris from roof; remove debris from gutters and downspouts. Rinse off roof and flush gutters and downspouts.

C. Remove masking materials, leaving no residues that could trap dirt.

END OF SECTION 040120.64

GENERAL-DUTY VALVES FOR HVAC PIPING

State Project No. 162-0043 RVN Mary P. Hinsdale Elementary School Renovate as New-Winsted 230523-1

SECTION 230523 - GENERAL-DUTY VALVES FOR HVAC PIPING

PART 1 - GENERAL



B. Section Includes:

1. Bronze angle valves. 2. Bronze ball valves. 3. Iron ball valves. 4. Iron, single-flange butterfly valves. 5. Iron, grooved-end butterfly valves. 6. Bronze swing check valves. 7. Iron swing check valves. 8. Iron, grooved-end swing check valves. 9. Iron, center-guided check valves. 10. Bronze gate valves. 11. Iron Gate valves 12. Bronze globe valves. Iron globe valves. 13. Iron Globe 14. Chainwheels.

C. Related Sections:

1. Section 230553 "Identification for HVAC Piping and Equipment" for valve tags.

1.2 DEFINITIONS

A. CWP: Cold working pressure.

B. EPDM: Ethylene propylene copolymer rubber.

C. NBR: Acrylonitrile-butadiene, Buna-N, or nitrile rubber.

D. NRS: Nonrising stem.

E. OS&Y: Outside screw and yoke.

F. RS: Rising stem.

G. SWP: Steam working pressure.

1.3 ACTION SUBMITTALS

A. Product Data: For each type of valve indicated.



1.4 QUALITY ASSURANCE

A. Source Limitations for Valves: Obtain each type of valve from single source from single manufacturer.

B. ASME Compliance:

1. ASME B16.10 and ASME B16.34 for ferrous valve dimensions and design criteria. 2. ASME B31.1 for power piping valves. 3. ASME B31.9 for building services piping valves.

C. To assure uniformity and compatibility, all grooved end valves and adjoining couplings shall be the products of a single manufacturer.

1.5 DELIVERY, STORAGE, AND HANDLING

A. Prepare valves for shipping as follows:

1. Protect internal parts against rust and corrosion. 2. Protect threads, flange faces, grooves, and weld ends. 3. Set angle, gate, and globe valves closed to prevent rattling. 4. Set ball and plug valves open to minimize exposure of functional surfaces. 5. Set butterfly valves closed or slightly open. 6. Block check valves in either closed or open position.

B. Use the following precautions during storage:

1. Maintain valve end protection. 2. Store valves indoors and maintain at higher than ambient dew point temperature. If

outdoor storage is necessary, store valves off the ground in watertight enclosures.

C. Use sling to handle large valves; rig sling to avoid damage to exposed parts. Do not use handwheels or stems as lifting or rigging points.

PART 2 - PRODUCTS

2.1 GENERAL REQUIREMENTS FOR VALVES

A. Refer to HVAC valve schedule articles for applications of valves.

B. Valve Pressure and Temperature Ratings: Not less than indicated and as required for system pressures and temperatures.

C. Valve Sizes: Same as upstream piping unless otherwise indicated.

D. Valve Actuator Types:

1. Gear Actuator: For For quarter-turn valves NPS 8 (DN 200) and larger 2. Handwheel: For valves other than quarter-turn types. 3. Handlever: For quarter-turn valves NPS 6 (DN 150) and smaller except plug valves.



4. Chainwheel: Device for attachment to valve handwheel, stem, or other actuator; of size and with chain for mounting height, as indicated in the "Valve Installation" Article.

E. Valves in Insulated Piping: With 2-inch stem extensions and the following features:

1. Gate Valves: With rising stem. 2. Ball Valves: With extended operating handle of non-thermal-conductive material, and

protective sleeve that allows operation of valve without breaking the vapor seal or disturbing insulation.

3. Butterfly Valves: With extended neck.

F. Valve-End Connections:

1. Flanged: With flanges according to ASME B16.1 for iron valves. 2. Threaded: With threads according to ASME B1.20.1.

G. Valve Bypass and Drain Connections: MSS SP-45.

2.2 BRONZE ANGLE VALVES

A. Class 150, Bronze Angle Valves with Bronze Disc:

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

a. Crane Co.; Crane Valve Group; Stockham Division b. Kitz Corporation c. Milwaukee Valve Company

2. Description:

a. Standard: MSS SP-80, Type 1. b. CWP Rating: 300 psig. c. Body Material: ASTM B 62, bronze with integral seat and union-ring bonnet. d. Ends: Threaded. e. Stem and Disc: Bronze. f. Packing: Asbestos free. g. Handwheel: Malleable iron.

2.3 BRONZE BALL VALVES

A. Two-Piece, Full-Port, Bronze Ball Valves with Bronze Trim:

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

a. American Valve, Inc. b. Conbraco Industries, Inc.; Apollo Valves c. Crane Co.; Crane Valve Group; Crane Valves d. Hammond Valve e. Milwaukee Valve Company



2. Description:

a. Standard: MSS SP-110. b. SWP Rating: 150 psig. c. CWP Rating: 600 psig. d. Body Design: Two-piece. e. Body Material: Bronze. f. Ends: Threaded. g. Seats: PTFE or TFE. h. Stem: Bronze. i. Ball: Chrome-plated brass. j. Port: Full.

2.4 IRON BALL VALVES

A. Class 150, Iron Ball Valves:


a. American Valve, Inc. b. Conbraco Industries, Inc.; Apollo Valves c. Kitz Corporation d. Sure Flow Equipment Inc. e. Watts Regulator Co.; a division of Watts Water Technologies, Inc.

2. Description:

a. Standard: MSS SP-72. b. CWP Rating: 285 psig. c. Body Design: Split body. d. Body Material: ASTM A 126, gray iron. e. Ends: Flanged. f. Seats: TFE. g. Stem: Stainless-steel. Blowout-proof. h. Ball: Stainless-steel. i. Port: Full. j. Flanged ends.

2.5 IRON, SINGLE-FLANGE BUTTERFLY VALVES

A. 200 CWP, Iron, Single-Flange Butterfly Valves with EPDM Seat and Stainless-Steel Disc:


a. American Valve, Inc. b. Conbraco Industries, Inc.; Apollo Valves c. Hammond Valve d. Kitz Corporation e. Milwaukee Valve Company



f. Watts Regulator Co.; a division of Watts Water Technologies, Inc.

2. Description:

a. Standard: MSS SP-67, Type I. b. CWP Rating: 200 psig. c. Body Design: Lug type; suitable for bidirectional dead-end service at rated

pressure without use of downstream flange. d. Body Material: ASTM A 126, cast iron or ASTM A 536, ductile iron. e. Seat: EPDM. f. Stem: One- or two-piece stainless-steel. g. Disc: Stainless-steel.

2.6 IRON, GROOVED-END BUTTERFLY VALVES

A. 300 CWP, Iron, Grooved-End Butterfly Valves:


a. Victaulic; Vic®-300 MasterSeal™ and Vic®-300 AGS b. Substitutions: Under provision of Section 012500 “Substitution Procedures”.

2. Description:

a. Standard: MSS SP-67, Type I. b. NPS 8 and Smaller CWP Rating: 300 psig. c. NPS 10 and Larger CWP Rating: 300 psig. d. Body Material: Coated, ductile iron. e. Stem: Two-piece stainless-steel. f. Disc: Coated, ductile iron, offset. g. Seal: EPDM.

2.7 BRONZE SWING CHECK VALVES

A. Class 150, Bronze Swing Check Valves with Bronze Disc:


a. American Valve, Inc. b. Crane Co.; Crane Valve Group; Crane Valves c. Milwaukee Valve Company d. Hammond Valve e. Kitz Corporation

2. Description:

a. Standard: MSS SP-80, Type 3. b. CWP Rating: 300 psig. c. Body Design: Horizontal flow.



d. Body Material: ASTM B 62, bronze. e. Ends: Threaded. f. Disc: Bronze.

2.8 IRON SWING CHECK VALVES

A. Class 250, Iron Swing Check Valves with Metal Seats:


a. Crane Co.; Crane Valve Group; Crane Valves b. Hammond Valve c. Milwaukee Valve Company

2. Description:

a. Standard: MSS SP-71, Type I. b. NPS 2-1/2 to NPS 12 (DN 65 to DN 300), CWP Rating: 500 psig. c. Body Design: Clear or full waterway. d. Body Material: ASTM A 126, gray iron with bolted bonnet. e. Ends: Flanged. f. Trim: Bronze. g. Gasket: Asbestos free. h. Style: Compact wafer. i. Seat: EPDM.

2.9 IRON, GROOVED-END SWING CHECK VALVES

A. 300 CWP, Iron, Grooved-End Swing Check Valves:


a. Victaulic; Series 716H, 716, or 779 b. Substitutions: Under provision of Section 012500 “Substitution Procedures”.

2. Description:

a. NPS 2 to NPS 3, CWP Rating: 365 psig. b. NPS 4 to NPS 12, CWP Rating: 300 psig. c. Body Material: ASTM A 536, ductile iron. d. Seal: EPDM. e. Disc: Spring operated, ductile iron or stainless-steel.

B. 230 CWP, Iron, Grooved-End Swing Check Valves:


a. Victaulic; Series W715



b. Substitutions: Under provision of Section 012500 “Substitution Procedures”.

2. Description:

a. NPS 14 to NPS 24 CWP Rating: 230 psig. b. Body Material: ASTM A 395, ductile iron. c. Seal: EPDM. d. Disc: Spring operated, stainless-steel.

2.10 IRON, CENTER-GUIDED CHECK VALVES

A. Class 150, Iron, Compact-Wafer, Center-Guided Check Valves with Metal Seat:


a. APCO Willamette Valve and Primer Corporation b. Crispin Valve c. Val-Matic Valve & Manufacturing Corp.

2. Description:

a. Standard: MSS SP-125. b. NPS 2-1/2 to NPS 12 (DN 65 to DN 300), CWP Rating: 300 psig. c. NPS 14 to NPS 24 (DN 350 to DN 600), CWP Rating: 250 psig. d. Body Material: ASTM A 395 or ASTM A 536, ductile iron. e. Style: Compact wafer. f. Seat: Bronze.

2.11 BRONZE GATE VALVES

A. Class 150, RS Bronze Gate Valves:


a. Crane Co.; Crane Valve Group; Crane Valves b. Hammond Valve c. Milwaukee Valve Company d. Kitz Corporation

2. Description:

a. Standard: MSS SP-80, Type 2. b. CWP Rating: 300 psig. c. Body Material: ASTM B 62, bronze with integral seat and union-ring bonnet. d. Ends: Threaded. e. Stem: Bronze. f. Disc: Solid wedge; bronze. g. Packing: Asbestos free. h. Handwheel: Malleable iron.



2.12 IRON GATE VALVES

A. Class 250, OS&Y, Iron Gate Valves:


a. Crane Co.; Crane Valve Group; Crane Valves b. Milwaukee Valve Company c. NIBCO INC. d. Powell Valves e. Watts Regulator Co.; a division of Watts Water Technologies, Inc.

2. Description:

a. Standard: MSS SP-70, Type I. b. NPS 2-1/2 to NPS 12 (DN 65 to DN 300), CWP Rating: 500 psig. c. Body Material: ASTM A 126, gray iron with bolted bonnet. d. Ends: Flanged. e. Trim: Bronze. f. Disc: Solid wedge. g. Packing and Gasket: Asbestos free.

2.13 BRONZE GLOBE VALVES

A. Class 150, Bronze Globe Valves with Nonmetallic Disc:


a. Crane Co.; Crane Valve Group; Crane Valves b. Hammond Valve c. Milwaukee Valve Company d. Kitz Corporation e. NIBCO INC.

2. Description:

a. Standard: MSS SP-80, Type 2. b. CWP Rating: 300 psig. c. Body Material: ASTM B 62, bronze with integral seat and union-ring bonnet. d. Ends: Threaded. e. Stem: Bronze. f. Disc: PTFE or TFE. g. Packing: Asbestos free. h. Handwheel: Malleable iron, bronze.

2.14 IRON GLOBE VALVES

A. Class 250, Iron Globe Valves:




a. Crane Co.; Crane Valve Group; Crane Valves b. Milwaukee Valve Company c. NIBCO INC. d. Watts Regulator Co.; a division of Watts Water Technologies, Inc.

2. Description:

a. Standard: MSS SP-85, Type I. b. CWP Rating: 500 psig. c. Body Material: ASTM A 126, gray iron with bolted bonnet. d. Ends: Flanged. e. Trim: Bronze. f. Packing and Gasket: Asbestos free.

2.15 CHAINWHEELS

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

1. Babbitt Steam Specialty Co. 2. Roto Hammer Industries 3. Trumbull Industries

B. Description: Valve actuation assembly with sprocket rim, brackets, and chain.

1. Brackets: Type, number, size, and fasteners required to mount actuator on valve. 2. Attachment: For connection to ball valve stems. 3. Sprocket Rim with Chain Guides: Ductile iron of type and size required for

valve. Include zinc coating. 4. Chain: Hot-dip, galvanized steel, of size required to fit sprocket rim.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine valve interior for cleanliness, freedom from foreign matter, and corrosion. Remove special packing materials, such as blocks, used to prevent disc movement during shipping and handling.

B. Operate valves in positions from fully open to fully closed. Examine guides and seats made accessible by such operations.

C. Examine threads on valve and mating pipe for form and cleanliness.

D. Examine mating flange faces for conditions that might cause leakage. Check bolting for proper size, length, and material. Verify that gasket is of proper size, that its material composition is suitable for service, and that it is free from defects and damage.



E. Do not attempt to repair defective valves; replace with new valves.

F. Examine grooved ends for conditions that might cause leakage. Ends should be free from indentations or projections in the area from valve end to groove.

3.2 VALVE INSTALLATION

A. Install valves with unions, grooved-joint mechanical couplings or flanges at each piece of equipment arranged to allow service, maintenance, and equipment removal without system shutdown.

B. Locate valves for easy access and provide separate support where necessary.

C. Install valves in horizontal piping with stem at or above center of pipe.

D. Install valves in position to allow full stem movement.

E. Install chainwheels on operators for ball, butterfly, gate and globe valves, NPS 4 (DN 100) and larger and more than 96 inches above floor. Extend chains to 60 inches above finished floor.

F. Install check valves for proper direction of flow and as follows:

1. Swing Check Valves: In horizontal position with hinge pin level. 2. Center-Guided Check Valves: In horizontal or vertical position, between flanges.

3.3 ADJUSTING

A. Adjust or replace valve packing after piping systems have been tested and put into service but before final adjusting and balancing. Replace valves if persistent leaking occurs.

3.4 GENERAL REQUIREMENTS FOR VALVE APPLICATIONS

A. If valve applications are not indicated, use the following:

1. Shutoff Service: Ball, butterfly, or ball valves. 2. Butterfly Valve Dead-End Service: Single-flange (lug) type. 3. Throttling Service except Steam: Globe valves. 4. Pump-Discharge Check Valves:

a. NPS 2 (DN 50) and Smaller: Bronze swing check valves with bronze disc. b. NPS 2-1/2 (DN 65) and Larger: Iron swing check valves with lever and weight or

with spring or iron, center-guided, resilient-seat check valves.

B. If valves with specified SWP classes or CWP ratings are not available, the same types of valves with higher SWP classes or CWP ratings may be substituted.

C. Select valves, except wafer types, with the following end connections:

1. For Copper Tubing, NPS 2 (DN 50) and Smaller: Threaded ends except where solder-joint valve-end option is indicated in valve schedules below.

2. For Steel Piping, NPS 2-1/2 to NPS 4 (DN 65 to DN 100): Flanged ends. 3. For Steel Piping NPS 5 (DN125) and Larger: Flanged ends.



4. For Grooved-End Copper Tubing and Steel Piping except Steam and Steam Condensate Piping: Valve ends may be grooved.

3.5 HEATING-WATER VALVE SCHEDULE

A. Pipe NPS 2 (DN 50) and Smaller:

1. Bronze Valves: May be provided with solder-joint ends instead of threaded ends. 2. Bronze Angle Valves: Class 150, bronze disc. 3. Ball Valves: Two-piece, full port, bronze with bronze trim. 4. Bronze Swing Check Valves: Class 150, bronze disc. 5. Bronze Gate Valves: Class 150, RS. 6. Bronze Globe Valves: Class 150, bronze disc.

B. Pipe NPS 2-1/2 (DN 65) and Larger:

1. Iron Valves, NPS 2-1/2 to NPS 4 (DN 65 to DN 100): flanged ends. 2. Iron, Grooved-end Butterfly Valves NPS 2 and larger: 300 PSI CWP 3. Iron Ball Valves, NPS 2-1/2 to NPS 10 (DN 65 to DN 250): Class 150. 4. Iron Swing Check Valves: Class 250, metal seats. 5. Iron, Grooved-end Swing Check Valves NPS 2 to NPS 12: 300 PSI CWP

END OF SECTION 230523

SEQUENCE OF OPERATION FOR HVAC CONTROLS

State Project No. 162-0043 RVN Mary P Hinsdale elementary School Renovate as New-Winsted 230993-1

SECTION 230993 - SEQUENCE OF OPERATION FOR HVAC CONTROLS

PART 1 - GENERAL



1.2 SUMMARY

A. This Section includes control sequences for HVAC systems, subsystems, and equipment.

B. Related Sections include the following:

1. Section 230900 "Instrumentation and Control for HVAC" for control equipment and devices and for submittal requirements.

1.3 DEFINITIONS

A. DDC: Direct digital control.

B. VAV: Variable air volume.

C. ATC: Automatic temperature control.

1.4 GENERAL

A. Unless noted otherwise herein, all control functions described in this sequence of operation shall be accomplished by the Building Automation System (BAS), and all equipment shall be started, stopped, and positioned (if a modulating device) by the BAS. All hardware necessary to accomplish the control functions shall be provided by the ATC contractor, unless noted otherwise. The BAS contractor shall coordinate the quantity of required final drive devices (damper motors, control valves, etc.) and sensors with the mechanical equipment vendor’s products.

B. All setpoints described in this sequence of operation shall be fully adjustable throughout the entire range of the sensors being used to measure the variable being controlled. All controlled variables identified in the following sequence of operation shall be maintained at setpoint using proportional-integral control algorithms, in order to ensure that no error exists between the controlled variable and its setpoint at steady-state conditions. Proportional-integral-derivative algorithms shall be used if the process so warrants, at the discretion of the control software programmer.

C. Point Lists provided in the Sequence are a minimum and should be used as a guideline. All points listed are required. Any additional points required to meet the sequence of operations, the specification, or the intent of the specification will be included.



D. Alarms will be set up initially by the ATC contractor. The system will be capable of unlimited alarms, but the selected alarms will not be the left for the customer to set. Any alarms that the customer requests to be set up will be done by the Contractor at no additional charge.

E. Trending. At a minimum, all points of physical control shall be trended and stored for a minimum of one (1) year. Digital points shall be trended on change of value. Analog points shall be trended in 15-minute intervals.

F. ATC Contractor shall provide all necessary points and sensors for monitoring and controlling the sequence of operations as well as all points shown on the DDC schematics in the contract documents.

G. All points shall be alarmed at the DDC workstation if found to be deviating from their normal operating conditions.

1.5 HYDRONIC HEATING BOILERS

A. The hydronic gas-fired boiler/burner units shall be controlled by a microprocessor based pre-engineered and programmed control system furnished by the boiler manufacturer. The Building Automation System will communicate with boiler provided controls. All boiler/burner control wiring from burner control panels to multiple boiler control system shall be provided by the Automatic Temperature Control Contractor per manufacturer's instructions. The factory boiler control system shall be furnished with supply water temperature sensor, outdoor air sensors, and automatic isolation valve (provided by the ATC contractor) will be wired directly to the factory panel by the Automatic Temperature Control Contractor.

B. Boiler controller shall be set to achieve supply water temperature reset indicated below while optimizing the energy consumption of the plant. Boiler controller shall initiate respective boiler automatic isolation valve prior to firing respective boiler.

C. The DDC shall monitor the boilers via BACnet, but as a minimum interface must allow user to view all operating points, firing rates, energy consumptions, etc.

D. Boilers system shall be enabled when the system pumps are on and the system is in the heating mode. In general, the boiler plant shall be enabled at outdoor temperatures below 65°F (adj.). Factory boiler control system shall modulate as required to maintain supply water temperature. Based on the following outdoor air schedule, the hot water supply temperature shall be reset. The reset schedule range shall be linear.

1. O.A. Temp Supply Temp. 2. 0°F 140°F 3. 60°F 120°F

E. Provide two (2) remote shutoff switches for the boiler room. One (1) switch shall be located just outside the interior door to the boiler room. Switch must be located in a break glass or equal tamper resistant enclosure properly labeled. The second switch should be located just inside the boiler room exterior door properly labeled as to its service. Switches must be wired and programmed so that when either switch is placed in the off position a disable signal shall be immediately sent to all the heating boilers and domestic hot water heaters.



F. The heating water supply set point is reset based on outdoor air temperature. When the outdoor air temperature is 10 degrees F the set point is 120 degrees F and when the outdoor air temperature is 60 degrees F, the set point is 120 degrees F. The hot water temperature will be capable of reset from 100 to 180 based on outdoor temperature is linear proportion.

1.6 HOT WATER PRIMARY/VARIABLE PUMPING SYSTEM

A. Pumps shall be enabled by the BAS based on outside air temperature.

B. Once the outside temperature falls below 65 °F (adj.), the pumps shall be enabled as follows:

1. Start the hot water pumps. The controller shall monitor pump status. If pump status does not match the commanded value, an alarm shall be generated at the Operator Workstation.

2. The pumps shall slowly ramp up and down in speed to maintain system pressure control setpoint.

3. The Hot Water System shall be controlled to maintain the design pressure setpoint for the system as determined by the TAB. As the system pressure drop increases, the BAS will command the hot water pumps VFD to decrease its output. As the system pressure drop decreases, the BAS will command the hot water pump VFD to increase its output. VFD output will be monitored by the BAS.

1.7 HOT WATER BYPASS VALVE

A. When the operating secondary pump VFD is at minimum operating speed and the system differential pressure continues to rise above setpoint, the system bypass valve shall modulate open to maintain the supply and return differential pressure at setpoint. ATC shall be provided with the minimum operating speed of thirty-five percent (35%) for the hot water pumps. Refer to location on Mechanical Drawings.

1.8 GENERATOR/TRANSFER SWITCH

A. The Generator will be monitored for run status and alarm status.

B. The Transfer Switch will be monitored for “Normal” position status and “Emergency Power” status.

C. If the Generator is on and the transfer switch is in the emergency power position, the roof top units will function under an emergency power rotation.

D. A dedicated Emergency Power graphic will be provided at the operator workstation and be accessible remotely as well. The screen will allow:

1. Manual selection of which of the four (4) roof top units will be in the rotation. 2. Manual selection of which RTU will be the “Lead” unit, the 2nd unit in the rotation, 3rd in

rotation, and 4th in rotation. 3. What average space temperature setpoint will allow the Lead RTU to be disabled and

then allow the next RTU in the rotation to run. 4. Allow a Generator test mode, so the Generator can be run and the RTUs will continue to

operate. The mode will be switched manually at the graphic.



E. Electric Cabinet Unit Heaters will be Disabled during Emergency Power Mode.

F. During Emergency Power mode, the lead RTU (Cooling Mode) will run normally, except the Occupied Cooling Setpoint will be increased by 2 degrees (adj.). All other RTUs will be off.

G. Mechanical cooling will be locked out at 60 degrees OAT.

H. When the lead RTU average zone temperature reaches the setpoint, the unit will be off and the next RTU in the rotation will start and run until the average zone temperature reaches the setpoint. Then the 3rd will cycle on in rotation and then the 4th.

I. During Emergency Power mode, the lead RTU (Heating Mode) will run normally, except the Occupied Cooling Setpoint will be decreased by 2 degrees (adj.). All other RTUs will be off.

J. All units will have a minimum run time and a minimum off time.

K. VAV reheats will remain enabled in fan systems that are “On”.

1.9 RTU CONTROL

A. Enabling: RTU will be controlled by the building automation system (BAS) as provided by the ATC. BAS unit controller to operate in occupied mode or unoccupied mode if any of the following devises are not activated.

1. Internal safety devices.

a. Fans shall be off. b. OA and EA dampers shall be closed. c. MA damper shall be full open. d. Issue alarm to operator’s work station.

2. Fire Alarm Control Panel.


3. Low temperature limit.

a. Fans shall be off. b. Gas valves shall be modulated open. c. OA and EA dampers shall be closed. d. MA damper shall be full open. e. Issue alarm to operator’s work station.

4. High static.




B. General Conditions:

1. Control dampers and actuators are provided with unit. ATC to wire actuators. 2. Damper position feedback on Air Handling Units shall be hardwired from the actuator to

the DDC field controller. 3. Airflow station provided by ATC. Airflow reading monitored at operation’s work station. 4. Static pressure sensor is to be installed 2/3 of the distance in the effectively longest duct

run downstream from the supply fan.

C. Supply Air Temperature Reset:

1. Supply air temperature reset shall be enabled when the supply fan is operating. 2. When enabled, initial discharge air temperature set point shall be 60 F. 3. Discharge air temperature range shall be between 65 F and 54 F. 4. If any space temperature zone is in heating mode and none are in cooling mode, the

discharge air temperature set point shall be reset 2 degrees higher every 15 minutes until the heating zone temperature set point is achieved or the upper discharge air temperature set point is reached.

5. If any space temperature zone is in cooling mode and none are in heating mode, the discharge air temperature set point shall be reset 2 degrees lower every 15 minutes until the cooling zone temperature set point is achieved or the lower discharge air temperature set point is reached.

D. Morning Warmup:

1. Outside air damper shall be fully closed. 2. Exhaust air damper shall be fully closed. 3. Mixed air damper shall be fully open. 4. Supply air energy wheel bypass damper shall be fully closed. 5. Exhaust air energy wheel bypass damper shall be fully closed. 6. Energy wheel shall be off. 7. The supply fan and return shall run continuously. 8. The gas valve shall modulate open until the return air temperature reaches the “occupied”

average space temperature set point.

E. Morning Cool Down:

1. Outside air damper shall be fully closed 2. Exhaust air damper shall be fully closed. 3. Mixed air damper shall be fully open. 4. Supply air energy wheel bypass damper shall be fully closed. 5. Exhaust air energy wheel bypass damper shall be fully closed. 6. Energy wheel shall be off. 7. The supply fan and return shall run continuously. 8. The DX compressors will stage/modulate to maintain 55 degrees supply air temperature.

F. Unoccupied Damper Control and Energy Recovery Wheel Control:

1. Outside air damper shall be fully closed unless unoccupied economizer mode is enabled. 2. Exhaust air damper shall be fully closed unless unoccupied economizer mode is enabled. 3. Mixed air damper shall be fully open unless unoccupied economizer mode is enabled.



4. Supply air energy wheel bypass damper shall be fully closed unless unoccupied economizer mode is enabled.

5. Exhaust air energy wheel bypass damper shall be fully closed unless unoccupied economizer mode is enabled.

6. Energy wheel shall be off. 7. If the exhaust temperature drops below 38 degrees (adj.) the energy wheel will be off,

and alarm will be issued at the operator work station.

G. Economizer Unoccupied Cooling Control:

1. Economizer unoccupied cooling mode shall be enabled when the following conditions are true:

a. Associated zone requires cooling. b. Supply fan is operating. c. Outdoor air is at or less than 25 deg BTUH. (adj.) d. Mixed air temperature is less than the discharge air temperature.

2. When economizer unoccupied mode is enabled:

a. Exhaust air damper shall fully open. b. Outside air and mixed air damper shall modulate to maintain discharge air

temperature setpoint. c. Supply air energy wheel bypass damper shall be fully open. d. Exhaust air energy wheel bypass damper shall be fully open.

H. Mixed Air Temperature Reset:

1. Mixed air temperature will be the result of the discharge of the energy wheel and the return air. The speed of the energy recovery wheel is a fixed value, so the mixed air temperature is controlled to setpoint by use of modulating the return air damper.

I. Unoccupied Heating: When the space temperature drops in below heating unoccupied set point, BAS will initiate mechanical heating unoccupied mode as follows:

1. Supply fan shall cycle on. 2. Gas valve shall modulate to maintain discharge temperature set point until unoccupied

space temperature set point is satisfied.

J. Unoccupied Cooling: When an associated space temperature rises above cooling unoccupied set point, BAS will initiate mechanical cooling unoccupied mode as follows:

1. Outdoor air damper will be closed unless Economizer is available. 2. Recirculation damper will be opened. 3. Supply fan will cycle on. 4. Initiate compressors and modulate to maintain Un-occupied space temperature set point.

Compressor shall not operate if supply fan current relay is not activated. 5. Enabled compressors will not be allowed to deactivate until the minimum run time has

elapsed.



K. Unoccupied Dehumidification: When the space dew point temperature rises above dew point unoccupied set point, BAS will initiate dehumidification unoccupied mode as follows:

1. Supply Fan will cycle on. 2. Initiate compressor to maintain unoccupied space dehumidification set point.

Compressor shall not operate if supply fan current relay is activated. 3. Modulate hot gas reheat coil to maintain discharge air temperature setpoint (68 F)

adjustable.

L. Occupied Damper Control:

1. Supply air energy wheel bypass damper shall be fully closed unless in Economizer Mode. 2. Exhaust air energy wheel bypass damper shall be fully closed unless in Economizer

Mode. 3. Damper position status will be monitored. If the damper position does not match the

damper position setpoint within 5 minutes, and alarm will be generated.

M. Occupied Economizer Cooling Control:

1. BMS will allow economizer cycles to be activated based on outside air conditions if the return air temperature and enthalpy is greater than the outside air temperature and enthalpy with a hysteresis of 5°F, the outside air enthalpy is less than 22 Btu/lb with a hysteresis of 2 Btu/lb, the outside air temperature is less than 65°F with a hysteresis of 2°F, and the outside air readings are valid.

2. If the mixed air temperature drops below 48°F, the AHU controller will begin to close the economizer to protect the coil. The controller will continue to close the damper linearly until the temperature drops to 40°F, when the economizer/ventilation damper will be one hundred percent (100%) closed.

3. If the mixed air temperature remains lower than 45°F for 5 minutes with a 5°F hysteresis an alarm will be generated. This alarm will not be enabled until the supply fan has been running for 30 minutes.

4. If the mixed air temperature remains higher than 90°F for 5 minutes with a 5°F hysteresis, an alarm will be generated. This alarm will not be enabled until the supply fan has been running for 30 minutes.

5. DX cooling and dehumidification mode shall be locked out. 6. Outside air damper and return air damper shall modulate to maintain discharge air set

point. 7. Energy wheel bypass dampers will be open. 8. Energy wheel will be off. 9. Relief air fan shall be enabled. 10. The relief fan VFD speed shall modulate to maintain the relief CFM offset setpoint from

the Outdoor air CFM.

N. Demand Control Ventilation Occupied Damper Control:

1. CO2 damper control shall be enabled when the following conditions are true:

a. An associated zone is at or above the zone CO2 level setpoint for 15 minutes or more.

b. The outdoor CO2 level is below the indoor level setpoint.



2. When Demand Control Ventilation is enabled:

a. Modulate OA damper between scheduled minimum damper position and fully open damper position as required to maintain CO2 level setpoint.

b. When all associated zones are within the CO2 level setpoint, the unit will resume in the Occupied Mode.

O. Occupied Energy Wheel Control:

1. Energy wheel shall operate unless in economizer mode or defrost mode. 2. In economizer or defrost mode, energy wheel shall not rotate. 3. Defrost Control: When the differential pressure across the wheel exceeds the

recommended setpoint, the wheel will be stopped to defrost a portion of the wheel. The wheel will then be jogged ON and the stopped at another section, the defrost cycle will continue until the differential pressures indicate the wheel has been defrosted.

P. Occupied Fan Control:

1. Supply fan VFD shall modulate the supply fan speed to maintain “reset” duct static pressure setpoint. As the system pressure increases, the BAS will command the supply fan VFD to decrease its output. As the system pressure drop decreases, the BAS will command the supply fan VFD to increase its output. VFD output will be monitored by the BAS. The duct static pressure setpoint will reset to maintain the flow required at the associated VAV box with the highest demand. If the VAV with the highest demand begins to close, the duct pressure setpoint will decrease. The static pressure setpoint will be lowered until the one of the boxes is open one hundred percent (100%).

2. The relief fan VFD speed shall modulate to maintain the relief CFM offset setpoint from the Outdoor air CFM.

Q. Unoccupied Fan Control:

1. The supply and exhaust fans will be off unless one (1) of the associated zones calls for heating or cooling in night setback mode, or one (1) of the associated zones is set into Occupied mode by one (1) of the zone override buttons.

2. If the zone is set into Occupied mode by an Override, then the fans will operate as in “Occupied” mode.

3. If the fans are operating to maintain a night setback temperature, the supply fan will turn on and modulate the supply fan speed to maintain duct static pressure. As the system pressure drop increases, the BAS will command the supply fan VFD to decrease its output. As the system pressure drop decreases, the BAS will command the supply fan VFD to increase its output. VFD output will be monitored by the BAS.

4. In the off position, the fan shall ramp back up if more than thirty percent (30%) of the space required additional cooling. To avoid fan on-off short cycling, the fan shall remain off for a predetermined time period.

5. The relief fan VFD speed shall modulate to maintain the relief CFM offset setpoint from the Outdoor air CFM.

R. Occupied Gas Heat Control:

1. When discharge air temperature drops below set point, gas heat mode shall be enabled. 2. Modulate the gas valve as required to maintain discharge air set point.



S. Occupied DX Cooling Control

1. When discharge air temperature increases above set point and the unit is not in economizer mode, DX cooling mode shall be enabled.

2. The unit will reset the supply air setpoint based on polling all the associated VAV boxes on the system. The point being polled will be the ‘Need Cooler Air Signal’. This point is generated by the program in each VAV box. As the space temperature rises above the space setpoint, the VAV box will increase its desired CFM setpoint from Minimum to Maximum. After the box has been at Maximum CFM setpoint for 15 minutes, on a continued call for cooling the ‘Need Cooler Air Signal’ will slowing increment from zero to one hundred percent (0-100%) this will slowly lower the supply air temperature that the unit supplies to the VAV box. This will minimize the air handler from overcooling the overall space, which will minimize the amount of reheat required. Any box can be removed from the polling process.

3. Dehumidification mode and economizer cooling mode shall be locked out. 4. Initiate DX compressor(s). Modulating compressors shall operate as the first cooling

stage. If the modulating compressor cannot maintain the discharge air temperature setpoint, the second modulating compressor will be enabled and modulated to maintain the discharge air temperature setpoint. Compressors, once enabled, will be on until the minimum run time has elapsed. Compressor shall not operate if supply fan current relay is not activated, condensate pan water detection is activated, or compressor high pressure is activated. Roof top equipment manufacture shall take control of the condenser fan operation.

T. Occupied Dehumidification Control:

1. If the return air dewpoint rises above 55°F (adj) = (75°F @ 50%RH), the modulation of the D/X cooling compressors will be overridden to dehumidify the air and the hot gas reheat valve will be modulated to maintain the supply air setpoint.

2. Reset outside air damper to minimum position. 3. Initiate DX compressor(s). Modulating compressors shall operate as the first

dehumidification stage and run at one hundred percent (100%) capacity. Compressor shall not operate if supply fan current relay is not activated, condensate pan water detection is activated, or compressor high pressure is activated. Roof top equipment manufacture shall take control of the condenser fan operation.

4. Enable and Modulate the hot gas reheat valve to maintain the last discharge air temperature setpoint.

U. UV Light Filters:

1. UV light filters will be run continuously. The UV will be monitored for “On” status. 2. If the UV status is Off, an alarm will be generated at the operator work station.

1.10 RTU-4 CONTROL (Single Zone VAV)

A. Enabling: RTU will be controlled by the building automation system (BAS) as provided by the ATC. BAS unit controller to operate in occupied mode or unoccupied mode if any of the following devises are not activated.

1. Internal safety devices.




2. Fire Alarm Control Panel.


3. Low temperature limit.

a. Fans shall be off. b. Gas valves shall be modulated open. c. OA and EA dampers shall be closed. d. MA damper shall be full open. e. Issue alarm to operator’s work station.

4. High static.


B. General Conditions:

1. Control dampers and actuators are provided with unit. ATC to wire actuators. 2. Airflow station provided by ATC. Airflow reading monitored at operation’s work station.

C. Supply Air Temperature Reset:

1. Supply air temperature reset shall be enabled when the supply fan is operating. 2. When enabled, initial discharge air temperature set point shall be 60 F. 3. Discharge air temperature range shall be between 68 F and 54 F. 4. If the space temperature is in heating mode, the discharge air temperature set point shall

be reset 2 degrees higher every 15 minutes until the heating zone temperature set point is achieved or the upper discharge air temperature set point is reached.

5. If the space temperature zone is in cooling mode, the discharge air temperature set point shall be reset 2 degrees lower every 15 minutes until the cooling zone temperature set point is achieved or the lower discharge air temperature set point is reached.

6. Initially, if the unit is in cooling mode, the fan speed will operate at its minimum speed. If the space temperature continues to increase, the discharge air temperature setpoint will decrease. If the space temperature continues to increase, the fan speed will modulate towards its maximum speed setpoint.

7. If the unit is in heating mode, the fan speed will operate at its minimum speed. If the space temperature continues to decrease, the discharge air temperature setpoint will increase. If the space temperature continues to decrease, the fan speed will modulate towards its maximum speed setpoint.



D. Morning Warmup:

1. Outside air damper shall be fully closed. 2. Exhaust air damper shall be fully closed. 3. Mixed air damper shall be fully open. 4. Supply air energy wheel bypass damper shall be fully closed. 5. Exhaust air energy wheel bypass damper shall be fully closed. 6. Energy wheel shall be off. 7. The supply fan and return shall run continuously. 8. The gas valve shall modulate open until the return air temperature reaches the “occupied”

average space temperature set point.

E. Unoccupied Damper Control and Energy Recovery Wheel Control:

1. Outside air damper shall be fully closed unless unoccupied economizer mode is enabled. 2. Exhaust air damper shall be fully closed unless unoccupied economizer mode is enabled. 3. Mixed air damper shall be fully open unless unoccupied economizer mode is enabled. 4. Supply air energy wheel bypass damper shall be fully closed unless unoccupied

economizer mode is enabled. 5. Exhaust air energy wheel bypass damper shall be fully closed unless unoccupied

economizer mode is enabled. 6. Energy wheel shall be off. 7. If the exhaust temperature drops below 38 degrees (adj.) the energy wheel will be off,

and alarm will be issued at the operator work station.

F. Economizer Unoccupied Cooling Control:

1. Economizer unoccupied cooling mode shall be enabled when the following conditions are true:

a. Associated zone requires cooling. b. Supply fan is operating. c. Mixed air temperature is less than the discharge air temperature.

2. When economizer unoccupied mode is enabled:

a. Exhaust air damper shall fully open. b. Outside air and mixed air damper shall modulate to maintain discharge air

temperature setpoint. c. Supply air energy wheel bypass damper shall be fully open. d. Exhaust air energy wheel bypass damper shall be fully open.

G. Unoccupied Heating: When the space temperature drops in below heating unoccupied set point, BAS will initiate mechanical heating unoccupied mode as follows:

1. Supply fan shall cycle on. 2. Gas valve shall modulate to maintain discharge temperature set point until unoccupied

space temperature set point is satisfied.

H. Unoccupied Cooling: When an associated space temperature rises above cooling unoccupied set point, BAS will initiate mechanical cooling unoccupied mode as follows:



1. Outdoor air damper will be closed unless Economizer is available. 2. Supply fan will cycle on. 3. Initiate compressors and modulate to maintain Un-occupied space temperature set point.

Compressor shall not operate if supply fan current relay is not activated. 4. Enabled compressors will not be allowed to deactivate until the minimum run time has

elapsed.

I. Unoccupied Dehumidification: When the space dew point temperature rises above dew point unoccupied set point, BAS will initiate dehumidification unoccupied mode as follows:

1. Supply Fan will cycle on. 2. Initiate compressor to maintain unoccupied space dehumidification set point.

Compressor shall not operate if supply fan current relay is activated. 3. Modulate hot gas reheat coil to maintain discharge air temperature setpoint (68 F)

adjustable.

J. Occupied Damper Control:

1. Outside air damper shall open to minimum position as determined by the TAB. 2. Exhaust air damper shall open to minimum position as determined by the TAB. 3. Mixed air damper shall open to minimum position as determined by the TAB. 4. Supply air energy wheel bypass damper shall be fully closed unless in Economizer Mode. 5. Exhaust air energy wheel bypass damper shall be fully closed unless in Economizer

Mode.

K. Occupied Economizer Cooling Control:

1. When discharge air temperature increases above the supply air set point and the outdoor air is at or less than 25 deg BTUH. (adj.)

2. DX cooling and dehumidification mode shall be locked out. 3. Outside air damper and return air damper shall modulate to maintain discharge air set

point. 4. Energy wheel bypass dampers will be open. 5. Energy wheel will be off. 6. Relief air fan shall be enabled. 7. The relief fan VFD speed shall modulate to maintain the relief CFM offset setpoint from

the outdoor air CFM.

L. Demand Control Ventilation Occupied Damper Control:

1. CO2 damper control shall be enabled when the following conditions are true:

a. An associated zone is at or above the zone CO2 level setpoint for 15 minutes or more.

b. The outdoor CO2 level is below the indoor level setpoint.

2. When Demand Control Ventilation is enabled:

a. Modulate OA damper between scheduled minimum damper position and fully open damper position as required to maintain CO2 level setpoint.



b. When all associated zones are within the CO2 level setpoint, the unit will resume in the Occupied Mode.

M. Occupied Energy Wheel Control:

1. Energy wheel shall operate unless in economizer mode or defrost mode. 2. In economizer or defrost mode, energy wheel shall not rotate. 3. Defrost Control: When the differential pressure across the wheel exceeds the

recommended setpoint, the wheel will be stopped to defrost a portion of the wheel. The wheel will then be jogged ON and the stopped at another section, the defrost cycle will continue until the differential pressures indicate the wheel has been defrosted.

N. Occupied Fan Control:

1. The Supply fan will start and run continuously. If the fan fails to operate, an alarm will be generated.

2. The relief fan VFD speed shall modulate to maintain the relief CFM offset setpoint from the outdoor air CFM.

3. Initially, if the unit is in cooling mode, the fan speed will operate at its minimum speed. If the space temperature continues to increase, the discharge air temperature setpoint will decrease. If the space temperature continues to increase, the fan speed will modulate towards its maximum speed setpoint.

4. If the unit is in heating mode, the fan speed will operate at its minimum speed. If the space temperature continues to decrease, the discharge air temperature setpoint will increase. If the space temperature continues to decrease, the fan speed will modulate towards its maximum speed setpoint.

O. Unoccupied Fan Control:

1. The supply and exhaust fans will be off unless one (1) of the associated zones calls for heating or cooling in night setback mode, or one (1) of the associated zones is set into Occupied mode by one (1) of the zone override buttons.

2. If the zone is set into Occupied mode by an override, then the fans will operate as in “Occupied” mode.

3. If the fans are operating to maintain a night setback temperature, the supply fan will turn on.

4. To avoid fan on-off short cycling, the fan shall remain off for a predetermined time period.

5. Return fan VFD operation shall track the supply fan speed with a ten percent (10%) offset. If the supply fan is off, the return fan shall be off.

P. Occupied Gas Heat Control:

1. When discharge air temperature drops below set point, gas heat mode shall be enabled. 2. Modulate the gas valve as required to maintain discharge air set point.

Q. Occupied DX Cooling Control

1. When discharge air temperature increases above set point and economizer is not available DX cooling mode shall be enabled.

2. Dehumidification mode and economizer cooling mode shall be locked out.



3. Reset outside air and mixed air damper to minimum position. 4. Initiate DX compressor(s). Modulating compressors shall operate as the first cooling

stage. If the modulating compressor cannot maintain the discharge air temperature setpoint, the second modulating compressor will be enabled and modulated to maintain the discharge air temperature setpoint. Compressors, once enabled, will be on until the minimum run time has elapsed. Compressor shall not operate if supply fan current relay is not activated, condensate pan water detection is activated, or compressor high pressure is activated. Roof top equipment manufacture shall take control of the condenser fan operation.

R. Occupied Dehumidification Control:

1. If the return air dewpoint rises above 55°F (adj) = (75°F @ 50%RH) the modulation of the D/X cooling compressors will be overridden to dehumidify the air and the hot gas reheat valve will be modulated to maintain the supply air setpoint.

2. Reset outside air damper to minimum position. 3. Initiate DX compressor(s). Modulating compressors shall operate as the first

dehumidification stage and run at one hundred percent (100%) capacity. Compressor shall not operate if supply fan current relay is not activated, condensate pan water detection is activated, or compressor high pressure is activated. Roof top equipment manufacture shall take control of the condenser fan operation.

4. Enable and Modulate the hot gas reheat valve to maintain the last discharge air temperature setpoint.

S. UV Light Filters:

1. UV light filters will be run continuously. The UV will be monitored for “On” status. 2. If the UV status is Off, an alarm will be generated at the operator work station.

1.11 TYPICAL VAV ZONE CONTROL WITH HW REHEAT

A. Enabling: VAV will be controlled by the building automation system (BAS). BAS unit controller to operate in occupied mode or unoccupied mode.

B. Each VAV zone will be monitored for space temperature, space humidity, and space CO2 levels. The space sensors will be equipped with a digital display, local timed override button, and programmable local setpoint adjustment.

C. Air Flow Monitoring: Each VAV will be monitored for air flow. The air flow will be displayed at the Operator Workstation in graphical format.

D. The VAV terminal unit is controlled within user defined maximum and minimum supply air volume settings, refer to Schedules.

E. The discharge air temperature of each coil will be monitored.

F. Unoccupied Heating Mode: (Night Setback)

1. The heating setpoint will drop to 65 degrees. (adj.) 2. When the zone temperature is less than the unoccupied set point, the following sequence

shall occur:



a. The Associated AHU will be enabled. b. Damper shall modulate open. c. Hot water control valve shall modulate open. d. If all zones associated with an air handler are satisfied, the AHU will be disabled.

G. Unoccupied Cooling Mode:

1. The cooling setpoint will be increased to 80 degrees (adj.) 2. When the zone temperature is increase above the unoccupied set point, the following

sequence shall occur:

a. The associated AHU will be enabled. b. Damper shall modulate between the closed damper position and maximum airflow

value until the zone is satisfied. c. Hot water control valve shall be fully closed. d. If all zones associated with an air handler are satisfied, the AHU will be disabled

as long as the AHU has been enabled for the pre-set minimum run time.

H. Occupied Heating Mode:

1. When the zone temperature is between the occupied heating and cooling setpoints (inside of the bias), the primary air valve shall be at the minimum position and the reheat valve will be fully closed.

2. When the zone temperature is less than the occupied set point, the following sequence shall occur:

a. Damper shall modulate to the minimum heating position. b. Hot water control valve shall modulate open.

I. Occupied Cooling Mode:

1. When the zone temperature increases above the occupied set point, the following sequence shall occur:

a. Damper shall modulate between the minimum position and maximum airflow value until the zone is satisfied.

b. Hot water control valve shall be fully closed.

J. Demand Control Ventilation:

1. If the zone CO2 level rises above the setpoint, the VAV damper will open. (Also refer to AHU Sequence).

2. If the CO2 level remains above the setpoint for 30 minutes or more, an alarm will be generated at the Operator Workstation.

K. Occupancy Override:

1. The occupant can place the zone into occupied mode by pressing the occupancy override button on the room sensor.

2. When a zone is occupied the corresponding air handling unit shall be indexed to the occupied mode also.



3. Occupancy override will stay enabled for 3 hours (adjustable).

1.12 TYPICAL EXHAUST FAN CONTROL

A. Enabling: Exhaust fan will be controlled by the building automation system (BAS). BAS unit controller to operate in occupied mode or unoccupied mode.

B. Unoccupied Mode:

1. Damper shall be fully closed. 2. Fan shall not operate.

C. Occupied Mode:

1. Damper shall be fully open. 2. Fan shall be enabled via damper fully open position. When enable, fan shall operate

continuously.

D. Kiln Room Exhaust Fan: Shall operate continuously when the kiln is in use. The fan will continue to operate 30 minutes after the kiln is Off. The exhaust air control damper (located in exhaust ductwork) shall be closed when the exhaust fan is off and open when the exhaust fan is on. The exhaust fan shall not start until proof (by end switch) that the exhaust air control damper is open.

1.13 CUH/UH SEQUENCE OF OPERATIONS

A. When space temperature decreases below setpoint, two-position HW control valve shall fully open and CUH fan will be energized when the return water aqua-stat senses hot water.

1.14 SPLIT SYSTEM AIR CONDITIONING UNITS

A. The split system air conditioning units will be provided with integral controllers and wireless zone sensors by the unit manufacturer. The ATC will provide all network and condensing unit interlock wiring.

B. The ATC shall be responsible for providing an additional temperature sensor monitoring purposes.

1.15 WATER HEATERS

A. The Building Automation System will communicate with Water Heater Manufacturer Supplied Control Panel via Bacnet.

B. This division shall wire manufacturer supplied control panels so as to provide a complete and operational system. The following points will be made available for monitoring/control: (1) Status, (2) Water Temp, (3) Firing Rate Out, (4) Run Cycles Low, (5) Run Hours Low, and (6) Firing Rate In.

1.16 ALARMS

A. Safety Alarms: Alarm shall be issued to BAS head end if any internal safety alarms are activated.



B. Smoke Detector and FACP Alarm: Alarm shall be issued to the BAS head end if duct mounted smoke detector or FACP is activated. Associated unit and fans shall not operate.

C. Fan Alarm: Alarm shall be issued to BAS head end if current relay is activated when fan does not operate when enabled.

D. Filter Alarm: Alarm shall be issued to the head end if pressure level is activated.

E. Damper Position Alarm: Alarm shall be issued to the head end if damper position in not in the correct location during occupied or unoccupied mode.

F. VFD Alarm: Alarm shall be issued to the head end if VFD fault is activated.

G. Boiler High Temperature Limit: BAS receives signal from boiler control panel via BACnet interface.

H. Boiler Low Temperature Limit: BAS receives signal from boiler control panel via BACnet interface.

I. Boiler Low Water Cut-Off: BAS receives signal from boiler control panel via BACnet interface.

J. Burner Failure: BAS receives signal from boiler control panel via BACnet interface.

K. Pump Alarm: Alarm shall be issued to BAS head end if current relay is activated when pump does not operate when enabled.

L. Occupied and Unoccupied Zone Temperature Alarm: If space condition cannot be maintained for a specified time duration, alarm shall be issued to the BAS head end.

END OF SECTION 230993

E

E

E

E

SYMBOL LEGEND

- NEW METAL STUD PARTITIONS

- DOOR NUMBER

- WINDOW TYPE (NEW CURTAIN WALL,STORE FRONT OR REPLACED WINDOW)

- ROOM NUMBER

- PARTITION TYPE

- CONSTRUCTION NOTE

4

Room name101

- ROOM NAME

- NEW BRICK VENEER

- NEW CMU WALL

- WALL SECTION NUMBER- SHEET NUMBER

1. READ ALL GENERAL NOTES ON DRAWING A001.2. CONTRACTORS SHALL FIELD VERIFY ALL

CONDITIONS AND DIMENSIONS.3. PATCH TO MATCH ALL EXISTING WALLS AND

CEILINGS TO REMAIN AFFECTED BY NEW WORK.4. ALL DIMENSIONS ARE TO OUTSIDE FACE OF BRICK,

CONCRETE MASONRY UNITS AND FACE OF GYPSUM BOARDS UNLESS OTHERWISE NOTED.

5. ALL NEW WALL AND PARTITION ASSEMBLIES SHALL EXTEND TO UNDERSIDE OF DECK UNLESS OTHERWISE NOTED.

6. PROVIDE CMU WITH PRE-MANUFACTURED BULLNOSE AT ALL EXPOSED CORNERS.

7. WHERE THE WORD "ALIGN" IS INDICATED IT SHALL MEAN TO ALIGN BOTH SIDES OF WALL.

#

SF-1

101A

2A101

- BUILDING SECTION NUMBER- SHEET NUMBER

2A101

- EXTERIOR ELEVATION NUMBER- SHEET NUMBER2A101

- INTERIOR ELEVATION NUMBER- SHEET NUMBER

2A101

- SMART BOARD, SEE INT. ELEVATIONSAND SCHEDULES.

SB-#

GENERAL NOTES

- WHITE BOARD, SEE INT. ELEVATIONSAND SCHEDULES.

WB-#

- TACK BOARD, SEE INT. ELEVATIONSAND SCHEDULES.

TB-#

# - EXTERIOR DOOR LABEL, SEE DWG. A910

MUSICA103

ARTA104

ART STORAGEA104.1

KILNA104.2

INTERVENTIONAND ELL

A105

PRE-K 3CLASSROOM

A106

PRE-K 3CLASSROOM

A107

SCIENCE LABA123

1ST GRADECLASSROOM

A124

1ST GRADECLASSROOM

A125

1ST GRADECLASSROOM

A126

1ST GRADECLASSROOM

A127

CORRIDORA100.B

FAMILYRESOURCE

CENTERA102

CORRIDORA100.A VESTIBULE

A100

MAIN OFFICEA101

SPHC OFFICEA130 FILE STOR.

A131

EARLY LEARNINGLABA132

CHAMPS ROOMA133

GIRL'S TOILETA134

BOY'S TOILETA135

HUBB137

2ND GRADECLASSROOM

B166

2ND GRADECLASSROOM

A167

2ND GRADECLASSROOM

A168

2ND GRADECLASSROOM

A169

A301

2

A3014

A3021

STORAGEB136

STORAGEB137.2

TLT.B137.1

IT CLOSETA102.1

REC.A108

GIRL'S TOILETA122

BOY'S TOILETA121

STAFF TLT.A109

CWT. OFF.A108.1

A714

7

A712 10

1A400

2A400

8

7

A713

3

286

A712

4

5

A710

7

A7113

A

B

AB

AC

AC

3A401

A716 42

9

5

4

TLT.A106.1

A710

4

A1303

A1302

A1301

A1304

4

A7142

3

4

1

A715

3

4

1

2

3

1

A7136

7

8

5

1

A710

8

A711

2

A710

3

1

2

A8001

A716

8

7

9

A717

8

7

6

5

ALIGN

ALIGN

A710 6

CORRIDORA100.C

HALLA100.D

MECHANICALROOMA128

LSH OFFICEA129

CORRIDORA100.J

CD

A100

A100.1

A100.2

A100.3

A104.1

A104.2

A106.1

A106.2

A100H

A132

A7123

A101

A102 A

102.1A103

A104

A105

A106

A107

A127

A126

A125

A124

A123A

122A121

A109

A108

A108.1

A1401

A100.4

A128

A131

A135

A134

A167

A168

A169

A600

15

A13110

B166

A711

1

A1402

A1405

9' - 0"7' - 0"

7' - 9

"

2

2

22 5

28

12' -

0"

1

5

5

WB-1

SB-1

WB-2

WB-2

TB-3

TB-3

TB-3TB-3

TB-3

TB-3SB-1

WB-2

WB-2

SB-1

WB-2

WB-2TB-3

TB-3

TB-3TB-3

TB-3

TB-3WB-2

WB-2

SB-1TB-3

TB-3

TB-3

SB-1

WB-2

TB-5

TB-5

TB-5

TB-5

TB-5

TB-5

TB-5

TB-5

TB-5

TB-5 TB-1

TB-3

TB-3

TB-3WB-2

SB-1

TB-3

TB-1

TB-3

TB-3

TB-3

WB-1

WB-1

SB-1WB-1

WB-1

WB-2

SB-1

WB-2

WB-2

WB-2

SB-1

TB-3

WB-2

WB-2

TB-3 WB-2 WB-2

TB-3 TB-3 TB-3

SB-1

TB-3 TB-3 TB-3

SB-1WB-2WB-2

TB-3 TB-3 TB-3

SB-1WB-2WB-2

TB-3

TB-5

TB-5TB-5

TB-5

TB-5

WB-1

TB-3

WB-2

EQ

EQ

EQ

EQ

2A521

1A501

A712

2

A1406

A1406

Sim

A1402

Sim

A1405

Sim

5

9 99

TB-4

TB-4

A715

5

A715

5Opp

A716

5

A7182

A7185

A7162

Opp

4

Opp

6 86

Opp

8

Opp

A717

1

3

7' -

8"

9' - 2" 1' - 6"

(V.I.F.)

9' - 2" +/-18' - 3"

2' -

3"

1' -

11"(V.I.F.)

19' - 10"+/-(V.I.F.)

19' - 10"+/-1'-6"+/-

10' - 5"7' - 11"

1' -

11"

HALLA100.H

A1403

A71610

WB-1

A7166

(V.I.F.)

19' - 10 5/8"

(V.I.F.)

19' - 10 3/8"

(V.I.F.)

10' - 0"

(V.I.F.)

19' - 10 3/8"

(V.I.F.)

20' - 0 5/8"

1' -

7"

1'-9

"+/-

(V.I.

F.)

19' -

2 3

/4"

(V.I.

F.)

8' -

0".

2' - 3"

18' -

5"

1' - 11"

1

2

22 2

2

CW1

TB-2

1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

INTCW1

INTCW2

INTCW2

4

4

5

6

6

6

6

6

6

6

6

6666

666

ALI

GN

ALI

GN

ALI

GN

ALI

GN

A710

6Opp

1

7

7 7 7 7 7

7 7 7 7

7

7

7

7

7

7

7

7

7

8

8

8

8

7

8

8

8

8

8

8

25' - 2" +/- 25' - 1" +/- 25' - 1" +/- 25' - 1" +/- 25' - 1" +/-

30

' - 2

" +/-

30

' - 2

" +/-

+/-

15' - 2"

23' -

6" +

/-

5' - 0"

25' -

2" +

/-24

' - 5

" +/-

25' -

9" +

/-

84

1' - 6"

9

17' -

8"

18' -

8" +

/-

30' - 2" +/-

30' - 2" +/-

2'-0

"+/-

9

9

℄OPENING

9

2 4

3

1

6

4

WB-2

11

11

11

11

11

PROVIDE CUSTOM MADE STAINLESS STEEL ENCLOSURE FOR CARD/FOB READER, PUSH BUTTON FOR ASSISTANCE AND SECURITY CAMERA. MOUNT ON EXISTINGCOLUMN (BASE BID), OR ON NEW METALCOLUMN ENCLOSURE (ALTERNATE NO. 7).

PROVIDE CUSTOM MADE ALUM. ENCLOSURE FOR CARD/FOB READER, PUSH BUTTON FORASSISTANCE AND SECURITY CAMERA.MOUNT ON A CUSTOM MADE ALUMINUM POST AND BASE PLATE. CUT EXISTING SLAB TO NEAREST LOCATION TO PROVIDE WIRINNG TO NEW POST.

A130

A129

A133

TB-2

SF1

SF1

17

17

17

SF1

SF1

SF1

SF1

SF1

SF1

SF1

SF1

SF1

SF1

SF1

SF1

SF1

SF1

SF1SF1SF1SF1SF1SF1SF1SF1SF1SF1SF1SF1SF1SF1SF1

SF1

SF1

SF1SF1SF1SF1SF1SF1SF1SF1SF1SF1SF1SF1SF1SF1SF1

SF1SF1

17'-3"+/-

19 19

11

2

2

1

2

3

1

12' - 10"

ALTERNATE NO. 7:NEW STEEL COLUMN,SEE STRUCTURAL DRAWINGS

14 '- 10".

DIMENSION IS TO FACE OF SHEATHING(BOTH ENDS)- ALTERNATE NO. 7.

CENTER OFEXISTING COLUMN

OUTLINE OF EXISTING CANOPY ABOVE.FOR ALTERNATE NO. 7 SEE PARTIAL DETAIL PLAN 5/A303.

ALTERNATE NO. 7:NEW WALL ASSEMBLY AND ITS FOUNDATION.

21

212121212121212121212121212121

21 21 21 21 21 21 21 21 21 21 21 21 21 21 21

21

21

21

21

21

21

21

21

21

21

21

21

21

21

21

2121

21

WB-1TB-9

TB-9TB-6

A301

9 A1404

A660

11

A66010

REPAIR MASONRY JAMB AT DOOR FRAME REMOVAL.GRIND CORNERS TO BULL-NOSE SHAPE. PRIME AND PAINT.

GRIND CORNER TO BULL-NOSE SHAPE. PRIME AND PAINT EXPOSEDEXIST. BRICK.

EQ. EQ.

REBUILD CMUEND AND PROVIDEBULL-NOSECORNERS.

0' - 0"T.O. EXIST. SLABEL:(762.81')

C4

CA

CD

CC

CB

A.1

A.A

1'-0".

5

5

2121

11

OMIT

OMIT

1

1

REMOVE LOUVER BELOW WINDOW.INFILL OPENING (52" +/- WIDE) ASSHOWN ON DETAIL 8/A540

2


2


2


2


2


2


2


2


2

CONTRACTOR BE INFORMED:

THE CIVIL AND LANDSCAPE DRAWINGS ARE ORIENTED DIFFERENTLY THAN BUILDING DRAWINGS (I.E. CODE, ARCHITECTURAL, ENVIRONMENTAL, STRUCTURAL, FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL, TECHNOLOGY AND FOOD SERVICE.) NORTH IS LOCATED AT THE TOP OF THE SHEET FOR CIVIL AND LANDSCAPE DRAWINGS. IN CONTRAST, NORTH IS LOCATED AT THE BOTTOM OF THE SHEET ON THE BUILDING DRAWINGS. REFER TO THE NORTH ARROW ON ALL PLAN SHEETS. CONTRACTOR TO COORDINATE SCOPE OF WORK INTERFACE BETWEEN CIVIL, LANDSCAPE AND BUILDING DRAWINGS, INCLUDING BUT NOT LIMITED TO DEMOLITION, BUILDING ELEVATIONS, SITE GRADING, PAVING, UTILITIES, DRAINAGE AND WATERCOURSE MANAGEMENT.

SILVER / PETRUCELLI + ASSOCIATES Drawing Title:Revised By:Date:Description:Revision:Project Title: Date:

Scale:

Drawn By:

Project Number:

Drawing Number:

Tel. 203 230 9007 Fax. 203 230 82473190 Whitney Avenue, Hamden, CT 06518-2340

silverpetrucelli.com

Architects / Engineers / Interior DesignersSeptember 1, 2020

18.223

Hinsdale School Alterations

15 Hinsdale Ave. Winsted, CT 06098 State Project #: 162-0043RNV

ISSUED FOR BID 1/26/2021

As indicated A101FLOOR PLAN - AREA A

MES

CONSTRUCTION NOTES - PLAN1 PROVIDE ROOM-DARKENING ROLLER SHADE SYSTEM

WITH PRE-FINISHED ALUMINUM VALANCE AT ENTIREWINDOW/S. PROVIDE ALUMINUM END CLOSUREPLATES WHEN SHADE SYSTEM IS DEEPER THANWINDOW HEAD RECESS.

2 PROVIDE FRAMED GYPSUM BOARD SHAFTENCLOSURE AT PIPE/S AS INDICATED. COORDINATEWITH CASEWORK LAYOUT. SEE ALSO INTERIORELEVATIONS.

3 REMOVE EXISTING PLASTIC LAMINATE END PANELSAND CANOPIES FROM EXISTING MEDIA CENTERSHELVING AT BATCHELLER SCHOOL AND REPLACEw/NEW PLASTIC LAMINATE END PANELS ANDCANOPIES, PER THE CONFIGURATION SHOWN IN PLAN.

4 REMOVE EXISTING WATER COOLER AND REPLACEWITH NEW. SEE ALSO MEP DRAWINGS AND PROJECTMANUAL.

5 PROVIDE NEW "HIGH-LOW" DOUBLE WATER COOLERUNIT WITH APRON AT HIGH ONE. MODIFY EXISTINGWALL AS REQUIRED TO ACCOMMODATEINSTALLATION. SEE ALSO MEP DRAWINGS ANDPROJECT MANUAL. SEE DETAILS 1 AND 2 ON DRAWINGA660.

6 PROVIDE NEW METAL LOCKERS, METAL BASE ANDEND PANELS AT EACH BANK OF LOCKERS. QUANTITYAS GRAPHICALLY SHOWN. SEE ALSO INTERIORELEVATIONS AND PROJECT MANUAL.

7 PROVIDE NEW CABINETS, CASEWORK, COUNTERSAND FIXTURES. SEE INTERIOR ELEVATIONS FORALTERNATE AND BASE BID, SEE ALSO PROJECTMANUAL AND MEP DRAWINGS.

8 PROVIDE NEW SHELVES WITH REQUIRED BRACKETSAND HARDWARE. SEE INTERIOR ELEVATIONS ANDPROJECT MANUAL.

9 PROVIDE PRE-FINISHED SECURITY TRANSACTIONWINDOW WITH BUILT-IN SPEAKER, S.S. DEAL TRAYAND S.S. SHELF. OVERALL SIZE: 3'-0" X 4'-0" BALLISTICLEVEL 3 MIN. FOR ENTIRE SYSTEM. PROVIDE OPENINGTHROUGH EXISTING MASONRY WALL. PROVIDETEMPORARY SHORING AND PERMANENT HEADER ASREQUIRED. SEE ALSO PROJECT MANUAL.

10 PROVIDE SAFETY WALL PADDING. SEE INTERIORELEVATIONS AND PROJECT MANUAL.

11 ALTERNATE NO. 7: PROVIDE PRE-FINISHED ALUMINUMROUND COLUMN ENCLOSURE (16" DIAM.). SEE ALSOPROJECT MANUAL.

12 PROVIDE FIBERGLASS ROUND COLUMN ENCLOSURE,PANITED. SEE ALSO PROJECT MANUAL.

13 INFILL WALL AT DOOR/FRAME REMOVAL. MATCHWALL IN MATERIAL AND THICKNESS. TOOTH-IN ATEACH SIDE IF MASONRY WALL.

14 ALTERNATE: PROVIDE RETRACTABLE PLATFORM(STAGE) COMPLETE SYSTEM WITH SHROUDSURROUND, STAIR, RAMP AND WOOD SKIRT.

15 PROVIDE NEW OPENING THROUGH EXISTINGMASONRY WALL. SEE ALSO DEMOLITION DRAWINGSAND INTERIOR WINDOW ELEVATIONS.

16 PROVIDE SEMI-RECESSED CABINET AND FIREEXTINGUISHER.

17 PROVIDE SURFACE MOUNTED CABINET AND FIREEXTINGUISHER.

18 INFILL MASONRY WALL OPENING AT WINDOW ORDOOR REMOVAL. MATCH BRICK AND STONE TOEXISTING. TOOTH-IN CMU AND BRICK VENNER TOEXISTING.

19 PROVIDE CORNER GUARD. SEE PROJECT MANUAL.20 PROVIDE MOTORIZED VERTICAL COILING GRILLE, SEE

PROJECT MANUAL.21 PROVIDE SECURITY FILM TO GLAZING OF BOTTOM

SASH, TYPICAL. SEE PROJECT MANUAL.FROSTED SECURITY FILM AT RESTROOMS.

NORTHSCALE: 1/8" = 1'-0" A101

1FLOOR PLAN - BUILDING A

EXISTING WINDOWS SCOPE:

BASE BID:PROVIDE SECURITY FILM ON GLAZING OF THE BOTTOM SASHOF ALL EXISTING WINDOWS DESIGNATED AS TYPES S1 AND S10.

ALTERNATE NO. 3:REPLACE ALL EXISTING WINDOWS DESIGNATED AS TYPES SF-1 AND SF-10 WITH NEW.SEE EXTERIOR WINDOW ELEVATIONS SHEET.

1

1 Addendum no. 3 2/24/2021 MUC

RFI 55

RFI 55

RFI 55


E

E

E EE

E

4821

(4)

3621 (4)

6021(4)

4821

(4)

3621(4)

5421 (4)

HUBB137

RESET ROOMB138

RESOURCEOFFICE

B139

STUDENTRESOURCE

CENTERB140

SCIENCEB144

INCLU.B143

TLTB140.1

WORK ROOMB142

CHAMPSDIRECTOR

B147

READINGB146

VESTIBULEB100.L

TEACHER'SLOUNGE

B148

INSTRUCTIONALSTORAGE

B150.1

NURSEEXAMINATION

ROOMB152

TLT.B152.1

PRINCIPAL'SOFFICE

B155

CONFERENCEB156

HALLB154

SAFEB154.1

CUST.B151

VESTIBULEB100.N

CORRIDORB100.M

CAFETERIA/MULTIPURPOSE

ROOMB158

TLT.B160

TLT.B161

SW/BTB162

GYM STORAGEB158.3

COPYB163

MEDIA CENTERB164

2ND GRADECLASSROOM

B166

2ND GRADECLASSROOM

A167

OT/PTB157

KITCHENB159

ELECTRICALB158.1

SPRINKLERROOMB149

CUST.B141

STOR.B140.2

STORAGEB139.2

TLT.B139.1

STORAGEB136

STORAGEB137.2

TLT.B137.1

1A401

2A401

P.E. OFFICEB145

A725

11

9

A

B

AB

A1508

A1501

A1502

A1505

3A401

A1308

A1306

A1305

A1307

CORRIDORB100.K

A721

1

4

3

2

A7218

10

9

7

A729

3

4

1

2

A722

3

4

1

2

A722

8

9

10

A728 4

3

2

1

A727

8

7

10 12

A725

7

A725

38

5

6

1

2 4

A724

2

13A723 14A723 12

A723

9

A723

7

A723

3

1

A723

5

A7191 4

A721 12

A720

7

2

A719 3A7192

A720

8

A720

1

NURSE OFFICEB153

A1314

A1315

B137

B138.1

B164

B163

B144

B100.K B

149

B158.1

B100.M

B100.N

B158.3

B157.1

CLOSETB157.1

11

IT CLOSETB150

B159.1

B159.2B

159.3

B136

B137.2

B137.1

STORAGEB138.1

B140

B139

B139.2

B139.1

B138

B140.2

B140.1

B141

B143

B145

B146

B147

B148

B150 B

151

B152

B153

B154

B154.1

B155

B156

B157

B158

B160

B161

B166

A1313

8

1

4

81 1

1

4

4

1

1

1

1

5

5

1

(V.I.

F.)

6' -

11"

4

4

8

WB-2

WB-2

TB-3 TB-3 TB-3

SB-1WB-2WB-2

TB-3

TB-5

WB-2

WB-2

WB-2 SB-1 TB-3

TB-3SB-1WB-2

SB-1

WB-2

TB-3

WB-2 WB-2

TB-3

TB-3

TB-3

TB-3

TB-3TB-3

TB-3

TB-3

WB-1

SB-1

WB-1

WB-2

WB-2

WB-2

TB-3WB-2

TB-4

TB-6

WB-2

A1507

A1312

A1504

68

4

10

11 13

A726

3

1

2 A727 1

2A511

1A511

4A511

3A511

BA

A1503

A1506

4A401

BD

BC

BE

BB

A102.11

5A511

A102.21

A1509

1'-7"

.

1

2

9' -

1"1'

- 7"

1' -

11 3

/4"

2

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1 1 1 1 1 1 1 1 1 1 1

1 1 1 1

1 1

1

1

1

1

1

1

SF2

SF3

SF4

SF5

CW3

CW2

SF6

SF7

SF8

3

3

3

3

3

3

8

4

5

B158.4

6" CMU (TYPE 7) W/ BULLNOSE CORNERS

1'-3

5/8

".

5

77

8

6

6

7

7

7

7

7 7

7

7

88

8

8

8

8

8

88

8

87

7

88

8

8

8

5' - 6"

+/-

17' - 3"7' - 4"24' - 1" +/-

A719

5

86

7

15' -

9 1/

8"

12' -

6"

13' -

6" +

/-22

' - 1"

+/-

22' -

2" +

/-11'

- 9

" +/-

15' -

0" +

/-

ALIGN FACE OF GYP. BD.WITH EDGE OF DOOR FRAME

30' - 2" +/-

26' -

5" +

/-

25' - 10"

+/-

40' - 9"

17' - 3"

4

1

8'-2"+/-

9

9

9

9ALIGN

30' - 2" +/-

ALIGN

10'-0

"+/-

ALIGN FACE OF'GYPSUM WITHWINDOW JAMB

2

6' - 4"

9

6

40

' - 8

" +/-

ALIGN

.

COORDINATE WITH SCHEDULED DOORS

19' - 3" +/-

10'-6

" +/-

A1022

6' - 7 1/2"

A1511

10

10

10 B.EX

12

B100.L

2

13

B162

B142

B159

10

SF1SF1SF1SF1

SF1

SF1

SF1

SF1

SF1

SF1

SF1

SF1

SF1

SF1

SF1

SF1

SF1

SF1SF1SF1SF1

SF1

SF1

SF1

SF1SF1

6' -

0"

9' -

4"

2' -

0"

9' -

4"

2' -

0"

15OFFICEB159.3DISH WASH

B159.2

STOR.B159.1

COOLER FREEZER

15

SF10 SF10 SF10 SF10 SF10 SF10 SF10

16

16

16

1818

18

WORK POINT.SEE ENLARGED PLAN

SF1

A9211

19

19

19

INTCW3

5

6

7

8

20

16 F

T +/

-

HO

LD

12' -

0"

9A660

5A401

1

1

1A512

Sim

1A513

21

21

21

21

21 21 21 21

21 21

2121212121212121212121

21

21

21

21

21

21

21

21

21

21

21

21

21

10

WB-1

TB-3

A1512

SIGN TYPE S8

SIGN TYPE S8

13

13

B155.1

B152.1

A102.22ALTERNATE NO. 4

PROVIDE RETRACTABLE PROJECTION SCREEN ABOVE, ℄ WALL. SEE INTERIOR ELEVATION AND PROJECT MANUAL.

4 7

/8"

4 7/8"

ALIGN23'-2"+/-

0' - 0"T.O. EXIST. SLABEL:(762.81')

PROVIDE NEW H.M. FRAME AND METALINSULATED DOOR, PAINTED, IN AREAWAY.(4'-6"x4'-6" M.O. V.I.F. FOR EXACT SIZE).DOOR SHALL BE 1 1/2" THICK WITH HANDLES ON BOTH SIDES AND A KEYED DEAD BOLT LOCK.SEE ALSO DEMOLITION PLAN.

EXISTING AREAWAY TO REMAIN. TEMPORARILY REMOVE THE METAL GRATE, PAINT ALL SIDES OF GRATE AND REINSTALL AT SAME LOCATION.

WATER CHANNEL WALLS.SEE ARCHITECTURAL DEMOLITION AND CIVIL DRAWINGS FOR SAW CUTTING AND GRADES.PROVIDE NEW CONCRETE CAPAT TOP OF WALLS.

12A660

12A660

BA

B1

B2

B3

B4

B5

B6

B7

B8

B9

B10

B11

B12

BD

BC

BE

BB

B7.3

B.EX

----

OMIT1


1


1


1


1


1

SYMBOL LEGEND

- NEW METAL STUD PARTITIONS

- DOOR NUMBER

- WINDOW TYPE (NEW CURTAIN WALL,STORE FRONT OR REPLACED WINDOW)

- ROOM NUMBER

- PARTITION TYPE

- CONSTRUCTION NOTE

4

Room name101

- ROOM NAME

- NEW BRICK VENEER

- NEW CMU WALL

- WALL SECTION NUMBER- SHEET NUMBER

1. READ ALL GENERAL NOTES ON DRAWING A001.2. CONTRACTORS SHALL FIELD VERIFY ALL

CONDITIONS AND DIMENSIONS.3. PATCH TO MATCH ALL EXISTING WALLS AND

CEILINGS TO REMAIN AFFECTED BY NEW WORK.4. ALL DIMENSIONS ARE TO OUTSIDE FACE OF BRICK,

CONCRETE MASONRY UNITS AND FACE OF GYPSUM BOARDS UNLESS OTHERWISE NOTED.

5. ALL NEW WALL AND PARTITION ASSEMBLIES SHALL EXTEND TO UNDERSIDE OF DECK UNLESS OTHERWISE NOTED.

6. PROVIDE CMU WITH PRE-MANUFACTURED BULLNOSE AT ALL EXPOSED CORNERS.

7. WHERE THE WORD "ALIGN" IS INDICATED IT SHALL MEAN TO ALIGN BOTH SIDES OF WALL.

#

SF-1

101A

2A101

- BUILDING SECTION NUMBER- SHEET NUMBER

2A101

- EXTERIOR ELEVATION NUMBER- SHEET NUMBER2A101

- INTERIOR ELEVATION NUMBER- SHEET NUMBER

2A101

- SMART BOARD, SEE INT. ELEVATIONSAND SCHEDULES.

SB-#

GENERAL NOTES

- WHITE BOARD, SEE INT. ELEVATIONSAND SCHEDULES.

WB-#

- TACK BOARD, SEE INT. ELEVATIONSAND SCHEDULES.

TB-#

# - EXTERIOR DOOR LABEL, SEE DWG. A910

A728

6

A728 9

3' - 5" 12' - 3" 3' - 4 1/2" 2' - 3" 3' - 4 1/2" 1' - 1 1/2"

15' - 1 1/2"

6' -

8"

15' -

5"

ALIGN

3' - 3" 12' - 2" 6' - 2"

9' -

3"

6' -

2"

2' -

2"

3' -

4 1/

2"2'

- 2

"3

' - 4

1/2"

1' -

1 1/2

"

ALI

GN

A7285

A728

8

A728

7

A7285

Sim

(4) SINGLE-FACED, ONE-BAY SHELVING UNITS BOLTED TOGETHER w/ SINGLE PIECE PLASTIC LAMINATE CANOPY AND END PANELS, PL-3

A E B

B

F

C

DA A

A A

CONTRACTOR BE INFORMED:

THE CIVIL AND LANDSCAPE DRAWINGS ARE ORIENTED DIFFERENTLY THAN BUILDING DRAWINGS (I.E. CODE, ARCHITECTURAL, ENVIRONMENTAL, STRUCTURAL, FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL, TECHNOLOGY AND FOOD SERVICE.) NORTH IS LOCATED AT THE TOP OF THE SHEET FOR CIVIL AND LANDSCAPE DRAWINGS. IN CONTRAST, NORTH IS LOCATED AT THE BOTTOM OF THE SHEET ON THE BUILDING DRAWINGS. REFER TO THE NORTH ARROW ON ALL PLAN SHEETS. CONTRACTOR TO COORDINATE SCOPE OF WORK INTERFACE BETWEEN CIVIL, LANDSCAPE AND BUILDING DRAWINGS, INCLUDING BUT NOT LIMITED TO DEMOLITION, BUILDING ELEVATIONS, SITE GRADING, PAVING, UTILITIES, DRAINAGE AND WATERCOURSE MANAGEMENT.


Scale:

Drawn By:

Project Number:

Drawing Number:




18.223




As indicated A102FLOOR PLAN - AREA B

MES

NORTHSCALE: 1/8" = 1'-0" A102

1FLOOR PLAN - BUILDING B

CONSTRUCTION NOTES - PLAN1 PROVIDE ROOM-DARKENING ROLLER SHADE SYSTEM

WITH PRE-FINISHED ALUMINUM VALANCE AT ENTIREWINDOW/S. PROVIDE ALUMINUM END CLOSUREPLATES WHEN SHADE SYSTEM IS DEEPER THANWINDOW HEAD RECESS.

2 PROVIDE FRAMED GYPSUM BOARD SHAFTENCLOSURE AT PIPE/S AS INDICATED. COORDINATEWITH CASEWORK LAYOUT. SEE ALSO INTERIORELEVATIONS.

3 REMOVE EXISTING PLASTIC LAMINATE END PANELSAND CANOPIES FROM EXISTING MEDIA CENTERSHELVING AT BATCHELLER SCHOOL AND REPLACEw/NEW PLASTIC LAMINATE END PANELS ANDCANOPIES, PER THE CONFIGURATION SHOWN IN PLAN.

4 REMOVE EXISTING WATER COOLER AND REPLACEWITH NEW. SEE ALSO MEP DRAWINGS AND PROJECTMANUAL.

5 PROVIDE NEW "HIGH-LOW" DOUBLE WATER COOLERUNIT WITH APRON AT HIGH ONE. MODIFY EXISTINGWALL AS REQUIRED TO ACCOMMODATEINSTALLATION. SEE ALSO MEP DRAWINGS ANDPROJECT MANUAL. SEE DETAILS 1 AND 2 ON DRAWINGA660.

6 PROVIDE NEW METAL LOCKERS, METAL BASE ANDEND PANELS AT EACH BANK OF LOCKERS. QUANTITYAS GRAPHICALLY SHOWN. SEE ALSO INTERIORELEVATIONS AND PROJECT MANUAL.

7 PROVIDE NEW CABINETS, CASEWORK, COUNTERSAND FIXTURES. SEE INTERIOR ELEVATIONS FORALTERNATE AND BASE BID, SEE ALSO PROJECTMANUAL AND MEP DRAWINGS.

8 PROVIDE NEW SHELVES WITH REQUIRED BRACKETSAND HARDWARE. SEE INTERIOR ELEVATIONS ANDPROJECT MANUAL.

9 PROVIDE PRE-FINISHED SECURITY TRANSACTIONWINDOW WITH BUILT-IN SPEAKER, S.S. DEAL TRAYAND S.S. SHELF. OVERALL SIZE: 3'-0" X 4'-0" BALLISTICLEVEL 3 MIN. FOR ENTIRE SYSTEM. PROVIDE OPENINGTHROUGH EXISTING MASONRY WALL. PROVIDETEMPORARY SHORING AND PERMANENT HEADER ASREQUIRED. SEE ALSO PROJECT MANUAL.

10 PROVIDE SAFETY WALL PADDING. SEE INTERIORELEVATIONS AND PROJECT MANUAL.

11 ALTERNATE NO. 7: PROVIDE PRE-FINISHED ALUMINUMROUND COLUMN ENCLOSURE (16" DIAM.). SEE ALSOPROJECT MANUAL.

12 PROVIDE FIBERGLASS ROUND COLUMN ENCLOSURE,PANITED. SEE ALSO PROJECT MANUAL.

13 INFILL WALL AT DOOR/FRAME REMOVAL. MATCHWALL IN MATERIAL AND THICKNESS. TOOTH-IN ATEACH SIDE IF MASONRY WALL.

14 ALTERNATE: PROVIDE RETRACTABLE PLATFORM(STAGE) COMPLETE SYSTEM WITH SHROUDSURROUND, STAIR, RAMP AND WOOD SKIRT.

15 PROVIDE NEW OPENING THROUGH EXISTINGMASONRY WALL. SEE ALSO DEMOLITION DRAWINGSAND INTERIOR WINDOW ELEVATIONS.

16 PROVIDE SEMI-RECESSED CABINET AND FIREEXTINGUISHER.

17 PROVIDE SURFACE MOUNTED CABINET AND FIREEXTINGUISHER.

18 INFILL MASONRY WALL OPENING AT WINDOW ORDOOR REMOVAL. MATCH BRICK AND STONE TOEXISTING. TOOTH-IN CMU AND BRICK VENNER TOEXISTING.

19 PROVIDE CORNER GUARD. SEE PROJECT MANUAL.20 PROVIDE MOTORIZED VERTICAL COILING GRILLE, SEE

PROJECT MANUAL.21 PROVIDE SECURITY FILM TO GLAZING OF BOTTOM

SASH, TYPICAL. SEE PROJECT MANUAL.FROSTED SECURITY FILM AT RESTROOMS.

SCALE: REFERENCE VIEW:1/4" = 1'-0" A1021 / A102

2ENLARGED MEDIA CENTER SHELVING PLAN

MEDIA CENTER SHELVING NOTES: EXISTING SHELVING AT BATCHELLER SCHOOL LIBRARY MEDIA CENTER TO BE REMOVED AND RELOCATED AT HINSDALE SCHOOL (BY THE CONTRACTOR).CONFIGURED PER PLAN. EXISTING UNITS AS LISTED BELOW:

UNIT A: SINGLE-FACED, ONE-BAYUNIT B: SINGLE-FACED, TWO-BAYSUNIT C: DOUBLE-FACED, FIVE-BAYSUNIT D: DOUBLE-FACED, FOUR-BAYSUNIT E: SINGLE-FACED, FOUR-BAYSUNIT F: SINGLE-FACED, THREE-BAYS

REMOVE EXISTING PLASTIC LAMINATE CANOPIES AND END PANELS. REPLACE WITH NEW PLASTIC LAMINATE CANOPIES AND END PANELS, PL-3, TYPICAL.

WHEREVER POSSIBLE, MINIMIZE QUANTITY OF END PANELS WHERE UNITS OF SHELVING ARE ADJACENT.

AFFIX PERIMETER SHELVING TO SOUTH AND WEST WALLS, PROVIDE BLOCKING AS REQUIRED.

PROVIDE CONTINUOUS CANOPY WITH MINIMAL SEAMS WHEN LENGTH IS GREATER THAN 108".

VERIFY ALL DIMENSIONS OF EXISTING SHELVING PRIOR TO FABRICATION OF NEW CANOPIES AND END PANELS.

REFER TO PROJ. MANUAL FOR DETAILS

EXISTING WINDOWS SCOPE:

BASE BID:PROVIDE SECURITY FILM ON GLAZING OF THE BOTTOM SASHOF ALL EXISTING WINDOWS DESIGNATED AS TYPES S1 AND S10.

ALTERNATE NO. 3:REPLACE ALL EXISTING WINDOWS DESIGNATED AS TYPES SF-1 AND SF-10 WITH NEW.SEE EXTERIOR WINDOW ELEVATIONS SHEET.

1 RFI 55


6"

1/2"

1"V.I.F.

2"2"

1"

20' - 8"

20' - 9"

(V.I.F.)

1' - 0"

2"

2" M

IN. 5" M

IN.

1/2" GAP6 1/2"11' - 9"

2"

11' - 9"

1 1/2

"

20' - 8"

20' - 8"

1' -

9"

6"

11 1/2".

A.A.

EXISTING WALL ASSEMBLY

EXISTING WALL ASSEMBLY

EXISTING STEEL LINTEL

REMOVE LOUVER ANDINFILL WITH NEW BRICK VENEER- TOOTH-INAT EACH END

(4 C

OU

RS

ES

)

11" +

/-

VAPOR BARRIER MEMBRANE

3" RIGID INSULATION(ADHERED)

WEEPS @ 16" O.C.

8" CMU INFILL

EXISTI. SLAB

PROVIDE MASONRY TIES @ 32" O.C. MAX.(MIN. 2 PER OPENING)

NOTE:NEW BRICK INFILL SHALL MATCH EXISTING.


Scale:

Drawn By:

Project Number:

Drawing Number:




18.223




3" = 1'-0" A540SECTION DETAILS - AREA A

MES

SCALE: REFERENCE VIEW:3" = 1'-0" A5401 / A501

3ALTERNATE - METAL PANELS AT PARAPET TOP


2ALTERNATE NO. 7 - METAL PANELS AT PARAPETBASE


1AREA A - SOFFIT AT ENTRY CANOPY

NEW 2-2X6 TOP PR. TR. WOOD PLATE

ROOFING MEMBRANE CAP

WEEP, TYPICAL

EXISTING PRE-CAST PANELSEXISTING BRICK VENEER

ROOFING MEMBRANE

3 5/8" METAL STUDS

1/2" GLASS-MAT SHEATHING(ONLY PROVIDE METAL STUD BUILD UP AT LOWER TIERS OF EXISTING PARAPET)

1/8" PRE-FINISHED ALUMINUM COPING, (SPLICE PLATE AT ALL JOINTS)

CONTINUOUS "Z" FRAMING

.125 " PRE-FINISHED ALUMINUM RAIN-SCREEN PANEL SYSTEM, FOR JOINT SPACING LAYOUT, SEE EXTERIOR ELEVATIONS. (PROVIDE 16 GAUGE MIN. GALVANIZED CONTINUOUS SUBGIRT FRAMING AND EXTRUDED ALUMINUM HOLDING BARS.)

GALVANIZED 3" "Z" VERTICAL FRAMING @ 16" O.C.

ALIGN WITH FACE OF EXISTING BRICK/PANEL (V.I.F.)

EXISTING PRE-CAST PANELS

BRAKE-FORMED GALVANIZED "L" CONTINUOUS. SUPPORT MEMBER (14 GAGE MINIMUM)

EXTRUDED ALUMINUM CLIP, SPACING AS REQUIREDDRILL 1/8" HOLES @ 12" O.C. (CENTERED AT GAP)



CAVITY

BRAKE-FORMED GALVANIZED "J" CONTINUOUS SUPPORT MEMBER (14 GAGE MINIMUM)

PROVIDE SLIGHT POSITIVE PITCH TO WEEP, TYPICAL

WEEP, TYPICAL @ 12" O.C. (1/8" DIAMETER)

EXISTING PRE-CAST PANEL

ALTERNATE NO. 7:1/8" PREFINISHED ALUMINUM PANELS

1" "Z" FRAMING, SECURED TO UNDERSIDE OF PRE-CAST PANEL, (SPACING AS REQUIRED BY METAL PANELS LAYOUT)

SECURE END OF ALUMINUM PANELS TO EDGE OF PRE-CAST, SHIM AS REQUIREDREMOVE AND REPLACE ANY PORTION OF EXISTING SUSPENDED FRAME AS REQUIRED

NEW 1/2" EXTERIOR GYPSUM SHEATHING (BASE BID)EXTERIOR FINISHING SYSTEM (BASE BID)

EXISTING WALL

EXISTING WALL

SOLID SURFACE SILL

3/4" PLYWOOD

GLAZING, REFER TO WINDOW ELEVATIONS ON A600

PRE-FINISHED, THERMALLY BROKEN SINGLE-HUNG WINDOW SYSTEM, REFER TO WINDOW ELEVATIONS ON A600

GLAZING, REFER TO WINDOW ELEVATIONS ON A600


7ALTERNATE NO. 3 - WINDOW REPLACEMENT HEAD


6ALTERNATE NO. 3- WINDOW REPLACEMENT SILL


5ALTERNATE NO. 7 - CANOPY CONNECTION TOEXISTING PARAPET


4ALTERNATE NO. 7 - EDGE OF CANOPY

COVER BOARD

3/4" PLYWOOD SHEATHINGMETAL DECK, REFER TO STRUCTURAL DRAWINGS

TPO ROOFING SYSTEM w/ ALL PARAPET FLASHING, CAP SHEETS, FASTENERS, ETC. PER MANUFACTURER'S WRITTEN INSTRUCTIONS


1/2" GLASS-MAT SHEATHING

STEEL BEAM, REFER TO STRUCTURAL DRAWINGS

SUSPENDED 1 5/8" METAL STUDS @ 16" O.C. MAX (COORDINATE WITH PANEL JOINTS)


EXISTING ROOF PARAPET


1/2" GLASS-MAT SHEATHING

SUSPENDED 1 5/8" METAL STUDS @ 16" O.C. MAX (COORDINATE WITH PANEL JOINTS)

PRESSURE TREATED 2 X 6 WOODPLATE SECURED TO STUDS

SLOPED PERLITE BOARDROOFING MEMBRANE CAP

.050" MIN. PRE-FINISHED ALUMINUM SNAP-ON FASCIA W/ CONT.CLEAT AND CONCEALEDSPLICE AT JOINTS.

TPO ROOFING SYSTEM w/ ALL PARAPET FLASHING, CAP SHEETS, FASTENERS, ETC. PER MANUFACTURER'S WRITTEN INSTRUCTIONS

COVER BOARD

3/4" PLYWOOD SHEATHING

METAL DECK, REFER TO STRUCTURAL DRAWINGS

STEEL BEAM, REFER TO STRUCTURAL DRAWINGS

PRE-FINISHED, THERMALLY BROKEN SINGLE-HUNG WINDOW SYSTEM, REFER TO WINDOW ELEVATIONS ON A600

NEW 2-2X6 TOP PR. TR. WOOD PLATE

PROVIDE 2X4 WOOD BLOCKING

ALTERNATE NO. 7

ALTERNATE NO. 3

SEALANT

SUBFRAME

SUBSILL FRAME

2 1/2" METAL STUDS @ 16" O.C.

METAL ANGLES TO SUPPORTSTUDS

STEEL BEAMS, SEESTRUCTURAL DRAWINGS

FLUID APPLIED AIR/VAPOR BARRIER

4" DIA. ROUND VENT OPENINGS @ 32" O.C.

4" DIA. ROUND VENTOPENINGS @ 32" O.C.

MEMBRANE FLASHING

SEALANT

1/4" GAP WITH SEALANT

WINDOW SHADE SYSTEMAND FASCIA (3" NOM. SIZE)(BASE BID)

EXISTING PRECAST SILL

FASTENERS WITH GASKET

3/4" PLYWOOD

FLUID APPLIED AIR/VAPOR BARRIER

SCALE: 3" = 1'-0" A5408DETAIL AT LOUVER INFILL

1 RFI 93


FOOTING SCHEDULE

T/F ELEVATION REFER TO PLAN

COLUMN PIER REFER TOCOLUMN PIER SCHEDULE

ANCHOR RODS WITH LEVELING NUTS

COLUMN BASE, REFER TO BASE DETAIL

STEEL COLUMNREFER TO COLUMNSCHEDULE

2" N

.S. G

RO

UT

(3)-#4 @ 3"O.C.

#4TIES @12"O.C.

VERTICALS DOWELSREFER TO PIER DETAIL2" TYP.

TOP OF CONCRETEREFER TO COLUMN PIERSCHEDULE

3"

*

2' -

0"

2' - 0"

2' -

0"

2' - 0"

BETWEEN WALLS AT CORNERS

GRIDGRID

GRID

4"

T/PIER REFER TOPIER SCHEDULE

4"

4"T/PIER REFER TOPIER SCHEDULE

(4)-#8 PIERDOWELS

1' -

0"

PLAN

REF

ER T

O

DROPPED BARSAT PIERS. (TYPICAL)

#4 TIES REFER TOTYPICAL COLUMN PIERDETAIL

PLAN

REFER TO 1' - 0"

(4)-#8 PIERDOWELS

DROPPED BARSAT PIERS. (TYPICAL)

#5X6'-0"BELOW PIER

1' -

0"

PLAN

REF

ER T

O

(4)-#8 PIERDOWELS

#4 TIES REFER TOTYPICAL COLUMN PIERDETAIL

TYP.2"

COLUMN SCHEDULE NOTES:

1. LINE AT BOTTOM OF COLUMN INDICATES BOTTOM OF STEEL BASE PLATE. ADD 2" FOR GROUT AND LEVELING NUTS FOR TOP OF CONCRETE ELEVATION SEE COLUMN PIER SCHEDULE. IF NO PIER DETAIL IS GIVEN. COLUMN SITS DIRECTLY ON FOOTING OR STEEL BEAM.

2. APPROXIMATE TOP OF COLUMN ELEVATION. FOR ACTUAL ELEVATION SEE PLANS AND SECTIONS.

3. PROVIDE 1/4" CAP PLATE AT ALL HSS COLUMNS UNLESS OTHERWISE NOTED.

NOTE:1. IF NO PIER DETAIL DESIGNATION IS GIVEN. COLUMN SITS DIRECTLY ON FOOTING OR STEEL BEAM. 2. REFER TO DRAWING S200 FOR BASE PLATE DETAILS3. TOP OF CONCRETE IS GIVEN FROM FINISHED FLOOR ELEVATION (0'-0")

(4)-3/4"Ø F1554, GR. 36 ANCHOR RODS WITH HEX HEAD

3/4" THICK BASE PLATE

1 1/2" 1 1/2"

1' - 0"

REFER TO PLAN

6" 6"

6"6"

BASE PLATE BP-1

1 1/

2"1

1/2"

HSS COLUMN REFER TO COLUMNSCHEDULE

1' -

0"

5/16"

SLAB ON GRADEREFER TO PLAN

EXISTING FOUNDATION WALLTO REMAIN

HSS COLUMNREFER TO COLUMN SCHEDULE

BASE PLATE, REFER TO BASE PLATE DETAIL

T/CONC., REFER TO COLUMN PIER SCHEDULE

(3)-#4 @ 3"O.C.

MATCH BOTTOM OF EXISTING FOOTING

SCHEDULED "B" REINFORCING. PLACE HALF OF REINFORCING AT TOP AND HALF AT BOTTOM.(DRILL AND EPOXY).(7" EMBED)

#4TIES @12"O.C.

VERTICAL DOWELS, REFER TO PIER DETAIL

(2)- #4 HOOK AT 2'-0" O.C., DRILL AND EPOXY(4 1/2" EMBED)

SCHEDULED "A" REINFORCING. PLACE HALF OF REINFORCING AT TOP AND HALF AT BOTTOM.

EXISTINGSLAB ON GRADEVERIFY IN FIELD.

SCHEDULE

MARK

F4030

REINFORCING

A B

(6)-#6 (8)-#6V.I.F

.

3'-0" MIN

MIN

.

1' -

0"

.

4'-0" MIN.

REINFORCING

PLAN

REFER TO

COLUMN SCHEDULE AREA C

New Ground Level New Ground Level

1' - 4" 1' - 4"

VESTIBULE ROOF VESTIBULE ROOF

11' - 1" 11' - 1"

ROOF C ROOF C

16' - 0" 16' - 0"

HIGH ROOF AREA A HIGH ROOF AREA A

21' - 10" 21' - 10"

Column Locations C1-CA C1-CA3 C1-CB C1-CC C1-CD C1-CEC1.3(1' -

107/16")-CA

C1.3-CB C1.3-CD C2-CA C2-CB C2-CC C2-CD C2-CE C3-CA C3-CB C3-CC C3-CD C3-CE C4-CAC4(-12' -

103/16")-CA

C4-CB C4-CC C4-CD C4-CD.6 C4-CE

HSS

5X5X

5/16

HSS

5X5X

5/16

HSS

5X5X

5/16

HSS

5X5X

3/8

HSS

5X5X

5/16

HSS

5X5X

5/16

HSS

5X5X

3/8

HSS

5X5X

5/16

HSS

5X5X

3/8

HSS

5X5X

5/16

HSS

5X5X

5/16

HSS

5X5X

5/16

HSS

5X5X

5/16

HSS

5X5X

5/16

HSS

5X5X

5/16

HSS

5X5X

5/16

HSS

5X5X

3/8

HSS

5X5X

5/16

HSS

5X5X

5/16

HSS

5X5X

5/16

HSS

5X5X

3/8

HSS

5X5X

3/8

HSS

5X5X

3/8

HSS

5X5X

3/8

COLUMN SCHEDULE AREA B

Main Level - Existing Main Level - Existing

0" 0"

VESTIBULE ROOF VESTIBULE ROOF

11' - 1" 11' - 1"

Column Locations B.EX-B7.3 B1-BE B2-BE B3-BE B4-BD B5-BD B6-BD B7-BD B8-BD B9-BB B9-BC B10-BB B10-BC B11-BC B12-BCC1.3(1' -

107/16")-CA

C4(-12' -10

3/16")-CA

Pipe

5XS

Pipe

5XS

Pipe

5XS

Pipe

5XS

HSS

4X4X

3/8

Pipe

5XS

HSS

4X4X

3/8

HSS

4X4X

5/16

HSS

4X4X

5/16

Pipe

5XSPi

pe5X

S

HSS

6X6X

5/16

Pipe

5XS

Pipe

5XS

Pipe

5XS

Pipe

5XS

END WALL

GRID (8)-#6 PIERDOWELS

#4 STIRRUPS. REFER TO 1/S200 FOR ADDITIONAL INFORMATION.

1' - 6"

11"

HOOK HORIZ. WALL REINF 90 DEGREE AT ENDS.

GRID

9"

EQEQ

1 1/2" CC

(4)-3/4"Ø F1554, GR. 36 ANCHOR RODS WITH HEX HEAD. PROVIDE 8" EFFECTIVE EMBEDMENT.

1" THICK BASE PLATE

1 1/2" 1 1/2"

1' - 0"

REFER TO PLAN

6" 6"

6"6"

BASE PLATE BP-2

1 1/

2"1

1/2"

PIPE SHAPE.REFER TO COLUMNSCHEDULE

1' -

0"

5/16"

(4)-3/4"Ø F1554, GR. 36 ANCHOR RODS WITH HEX HEAD

3/4" THICK BASE PLATE

5 1/2" 1 1/2"

11"

REFER TO PLAN

8 1/2" 2 1/2"

2 1/

2"8

1/2"

BASE PLATE BP-3

1 1/

2"1

1/2"

5 1/

2"

HSS COLUMN REFER TO COLUMNSCHEDULE

11"

5/16"

1 1/2"

AT CORNERS

T/PIER REFER TOPIER SCHEDULE

(4)-#8 PIERDOWELS

1' -

6"1' - 6"

8"

8"

Consulting Structural Engineers151 Meadow Street Branford, Connecticut 06405

(203) 481−8600 www.mha−eng.com

Michael Horton Associates Inc.MHAI


Scale:

Drawn By:

Project Number:

Drawing Number:

Tel. 203 230 9007 Fax. 203 230 8247

3190 Whitney Avenue, Hamden, CT 06518-2340



18.223



As indicated

S200COLUMN SCHEDULE

AC

SCALE: 3/4" = 1'-0" S2001TYPICAL COLUMN PIER DETAIL

SCALE: 3/4" = 1'-0" S200P1TYPICAL PIER DETAIL

COLUMN PIER SCHEDULE AREA C

GRID T/CONC PIER BASE PLATE

C1-CA -1' - 0" P1 BP-1C1-CA3 -1' - 0" P1 BP-1C1-CB -1' - 0" P1 BP-1C1-CC -1' - 0" P1 BP-1C1-CD -1' - 0" P1 BP-1C1-CE -1' - 0" P1 BP-1C1.3-CB -1' - 0" N/A BP-1C1.3-CD -1' - 0" N/A BP-1C2-CA -1' - 0" P1 BP-1C2-CB -1' - 0" N/A BP-1C2-CC -1' - 0" N/A BP-1C2-CD -1' - 0" N/A BP-1C2-CE -1' - 0" P1 BP-1C3-CA -1' - 0" P1 BP-1C3-CB -1' - 0" N/A BP-1C3-CC -1' - 0" N/A BP-1C3-CD -1' - 0" N/A BP-1C3-CE -1' - 0" P1 BP-1C4-CA -1' - 0" P1 BP-1C4-CB -2' - 4" P1 BP-1C4-CC -2' - 4" P1 BP-1C4-CD -1' - 0" P1 BP-1C4-CD.6 -1' - 0" P1 BP-1C4-CE -1' - 0" P1 BP-1

SCALE: 3/4" = 1'-0" S2002TYPICAL FOOTING AT EXISTING (F4030)

COLUMN PIER SCHEDULE AREA B

GRID T/CONC PIER BASE PLATE

B1-BE -1' - 0" N/A BP-2B2-BE -1' - 0" N/A BP-2B3-BE -1' - 0" N/A BP-2B4-BD 0" N/A BP-2B5-BD -1' - 0" P1 BP-2B6-BD -1' - 0" P1 BP-2B7-BD -1' - 0" P1 BP-2B8-BD -1' - 0" P1 BP-1B9-BB -1' - 0" P3 BP-3B9-BC -1' - 0" P1 BP-1B10-BB -1' - 0" P3 BP-3B10-BC -1' - 0" P1 BP-1B11-BC -1' - 0" P1 BP-2B12-BC -1' - 0" P1 BP-2B.EX-B7.3 -8"

SCALE: 3/4" = 1'-0" S200P2PIER DETAIL P2

SCALE: 3/4" = 1'-0" S200P3PIER DETAIL P3

ADDENDUM #4 03/04/211

1

INLETOUTIN OUTLET

SHUT-OFF VALVE (TYPICAL)

REDUCED PRESSUREBACKFLOW PREVENTER

INSTALL OVERSIZEDCOPPER DRAIN PAN BELOW RPD, AND PIPE DRAIN TO RECEPTOR.

STRAINER WITHBLOW-DOWN VALVE

UNION (TYPICAL)

NEOP OCLES

12" MINIMUM

NEOP ECLOS

WALL

PLAN

ELEVATION VIEWNOT TO SCALE

CEILING

24" MINIMUM CLEAR

FLOORFLOOR DRAIN

FLOW

RELIEF VALVE PROVIDE AN AIR GAP OF 2 TIMES THE DIAMETER OF THE DISCHARGE

30" MINIMUM60" MAXIMUM

MAKE: WATTSMODEL: SERIES 909 SIZE: 2-1/2"

CL

* REDUCE SPACING TO NEXT SMALLER INTERVAL IF PIPE AREA EXCEEDS MAXIMUM

C-CLAMP WITHRETAINING CLIP

3/8" ROD ONLY

BEAM CLAMP

GALVANIZEDTHREADED ROD

INSULATED PIPE

PIPE SHIELD

GALVANIZEDSUPPORT ANGLE

PIPE HANGER

GALVANIZEDTHREADED ROD PERSPECIFICATIONS

PIPE SIZE ROD DIA. SUPPORT ANGLE OREQUIV. CHANNEL

MAX SPACINGSTEEL PIPE

MAX SPACINGCOPPER PIPE

1/2" TO 1"

1 1/4" TO 2"

2 1/2" TO 4"

3/8"

3/8"

1/2" 2" X 2" X 1/4"

1 1/2" X 1 1/2" X 1/8"

1 1/2" X 1 1/2" X 1/8" 8'-0" O.C.

10'-0" O.C.

12'-0" O.C.

6'-0" O.C.

8'-0" O.C.

10'-0" O.C. 10 SQ. FT.

10 SQ. FT.

4 SQ. FT.

18" OR WIDER

C-CLAMP WITHRETAINING CLIP

LOCKNUT(TYPICAL)

3/8" ROD ONLY

BEAM CLAMP

GALVANIZEDTHREADED ROD

INSULATED PIPE

PIPE SHIELD

GALVANIZEDSUPPORT ANGLE

PIPE HANGER

GALVANIZEDTHREADED ROD PERSPECIFICATIONS

PIPE SIZE ROD DIA.MAX SPACINGSTEEL PIPE

MAX SPACINGCOPPER PIPE

MAXIMUM AREA *

1/2" TO 1"

1 1/4" TO 2"

2 1/2" TO 4"

3/8"

3/8"

1/2" 2" X 2" X 1/4"

1 1/2" X 1 1/2" X 1/8"

1 1/2" X 1 1/2" X 1/8" 8'-0" O.C.

10'-0" O.C.

12'-0" O.C.

6'-0" O.C.

8'-0" O.C.

10'-0" O.C. 10 SQ. FT.

10 SQ. FT.

4 SQ. FT.

18" OR WIDER

SIDE BEAM CLAMP

GENERAL NOTES:

PROVIDE UL LISTED, FM APPROVED FIRE/SMOKE PENETRATION ASSEMBLY IN ACCORDANCE W/ UL1479, ASTM E814 REQUIREMENTS FOR WALL TYPE, RATING, PIPE SIZE AND INSULATION THICKNESS INSTALLED.

FIRE STOPPING SHALL HAVE A RATING EQUAL TO OR GREATER THAN THE WALL BEING PENETRATED - SEE SPECIFICATIONS. REFER TO ARCHITECTURAL DRAWINGS FOR WALL RATING AND LOCATIONS

PLASTIC PIPING: PROVIDE UL LISTED, FM APPROVED FIRE/SMOKE ASSEMBLY LISTED FOR PLASTIC PIPE IN ACCORDANCE W/ MANUFACTURER'S REQUIREMENTS.

FIRE PROOFCAULK (TYP FORBOTH SIDES)

METALLIC PIPEOR EMT CONDUIT

SCHEDULE 40 GALV. STL SLEEVE(NOT REQUIRED FOR EXISTING POURED CONCRETE WALLS).

FIRE/SMOKE RATEDCONCRETE OR BLOCK WALL

MINERAL WOOL

METALLIC PIPE

UL LISTED FIRECAULK SEALANT

FIRE PROOFCAULK (TYP FOR BOTH SIDES)


INSULATION

FIRE/SMOKE RATEDGYP BOARDPARTICLE ASSEMBLY

METALLIC PIPE

MINERAL WOOL

METALLIC SLEEVE (GAGE AS REQUIRED FOR LISTING)


INSULATION


NON INSULATEDPIPE/ CONDUIT

INSULATED PIPE

INSULATED/NONINSULATED PIPE

SCHEDULE 40 GALV. STL SLEEVE (NOT REQUIRED FOR EXISTING POURED CONCRETE WALLS).

FIRE/SMOKE RATEDCONCRETE OR BLOCK WALL

WARM LDER

BALL VALVE

BALL VALVE

CHECK VALVE

UNION (TYP)

CHECK VALVE

BALL VALVE

COLD WATER SUPPLY

RETURN FROM HOT WATER RECIRCULATION PIPING

THERMOSTATIC MIXING VALVE

TEMPEREDWATER SUPPLY

HOT WATER SUPPLY

THERMOMETER

BALL VALVE

UNION (TYP)

CHECK VALVE (TYPICAL FOR EACH PUMP)

INSTALL AND PIPE IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS

60

°F

MADE IN USA

-20

-10

0

°C

200 90

40

020

1060

180

160

20 80

30

120100

140

4050

80

70

°F

MADE IN USA

0

°C

20020

60

160

80

THERMOMETER

°F

MADE IN USA

0

°C

20020

60

80

HANGER ROD

LOCKING NUT

ADJUSTABLE CLEVIS HANGER

INSULATION

PIPE

INSULATION PROTECTIONSADDLE

POLYSTYRENE RIGID FOAMINSULATION N18" LONG.

LAP PIPE INSUL. TOPOLY INSUL.

PIPE HANGER

16" LONG x 20 GA. GALVANIZED STEEL INSULATION SADDLE.

PIPE GUIDE(TYPICAL)

SUPPORTBRACKET

BRAIDED STAINLESS STEELFLEXIBLE CONNECTION(TYPICAL)

SHIPPING BAR. INSTALL WITH SHIPPINGBAR IN PLACE, REMOVE AFTERINSTALLATION.

4" PIPE DIA. (MIN.)

GENERAL NOTES:1. EXPANSION LOOP: METRAFLEX CO. MLS SERIES.2. INSTALL IN STRICT ACCORDANCE WITH

MANUFACTURER'S RECOMMENDATIONS.3. INSTALL ARMAFLEX INSULATION ON BRAIDED FLEXIBLE

CONNECTIONS. INSULATE REMAINING PIPING ASINDICATED IN THE SPECIFICATIONS.

4. REFER TO SPECIFICATION SECTION 220516 FOR DETAILS ON PIPE ANCHORS.

1

OPEN

CLOSED

40

30

20

10

0

HOT WATER SUPPLY PIPING

CHECK VALVE

INTEGRAL VALVEDREADOUT PORTS

BALL SHUT-OFF VALVE

ADJUSTMENT KNOB

CALIBRATED NAMEPLATE

DRAIN/PURGE CONNECTION

B&G CIRCUIT SETTER

HOT WATER RECIRCULATIONPIPING

STAINLESS STEEL ACCESS COVER ANDFRAME WITH SECURITYSCREWS

FINISHED WALL SURFACE

TEST TEE

THREADEDCLEANOUT PLUG

CAST IRON PIPINGSIZE AS SHOWNON PLANS ORRISER DIAGRAMS

EXTERIOR FACE OF WALL

STAINLESS STEEL BOXAND COVER LABELED"WATER"

5-3/

4" S

QUA

REW

ALL

OPE

NING

6-1/2

" SQ

UARE

OVE

RALL

CO

VER

WALL THICKNESS

3" DOMESTIC COLDWATER TO BUILDING

HOSE BIBB/DRAIN VALVE

3" DIAMETER

BUTTERFLY VALVE (TYPICAL)

PRESSURE GAUGE RANGE0-200 P.S.I.G. (TYPICAL)

INLET

DOMESTIC WATER METER. MINIMUM 6" CLEARANCE FROM WALL.

2" PRESSURE REGULATOR VALVE SET, VALVE TO 60 P.S.I. MINIMUM 6" CLEARANCE FROM WALL.

3" DIAMETER

"WATTS" #909 3" BACKFLOW PREVENTER

INDIRECT DRAIN TO FLOOR DRAIN.

1

1

PRESSURE REDUCING VALVE

COLD WATER BYPASS

BACK FLOW PREVENTOR

X"CW

2" CUP WITH3/4" DRAIN

STRAINER

MAINTAIN CLEARANCE FOR REMOVAL OFSTRAINER

SOLIDS INTERCEPTOR, REFER TOSCHEDULE FOR MAKE & MODEL

PROVIDE NO-HUB FITTING FOR UNIT REMOVAL

2"W

2"V

ART ROOM SINK

2'V UP TO VENTING SYSTEM

2'W TO SANITARY SYSTEM

CLEAN OUT

COUNTER TOP / MILLWORK

2"W

STRAINER

TRAP GUARD SITS WATERTIGHT INSIDE THE DRAIN AND STAYS OPEN WHEN WATER IS FLOWING BUT CLOSES WHEN THE WATER STOPS. WHEN THE TRAP GUARD IS CLOSED, IT SUCCESSFULLY RESISTS ANY EMISSION OF SEWER GAS, EVEN IF THAT GAS IS UNDER SIGNIFICANT PRESSURE.

FLEXIBLE TUBE MADE OF A SPACE AGE, ELASTOMERIC MATERIAL TREATED TO ROLL UP WHEN WATER IS NOT PASSING THROUGH BUT FLEXIBLE ENOUGH TO OPEN AND PERMIT WATER FLOW, FROM AN INTERMITTENT DRIP TO FIRE-HOSE TYPE FLOWS.

ELASTOMERIC TRAP PRIMER INSERT.

INSIDE CAULK CONNECTION.

FLOOR DRAIN. REFER TO FLOOR PLANS FOR TYPE.

FIN. FLOOR

PIPE SIZES AS NOTED ON PLANS

CONCRETE SLAB


Scale:

Drawn By:

Project Number:

Drawing Number:

Tel. 203 230 9007 Fax. 203 230 8247




18.223




As indicated P801PLUMBING DETAILS

JES

SCALE: NTS P8011BACKFLOW PREVENTER DETAIL (2" AND SMALLER)

SCALE: NTS P8012BACKFLOW PREVENTER DETAIL (2-1/2" AND LARGER)

SCALE: NTS P8013PIPE SUPPORT DETAIL

SCALE: NTS P8015PIPE PENETRATION WITH FIRE/SMOKE SEAL

SCALE: NTS P8016MASTER THERMOSTATIC MIXING VALVE

SCALE: NTS P8017CLEVIS HANGER WITH SADDLE DETAIL

SCALE: NTS P80110EXPANSION LOOP DETAIL

SCALE: NTS P8018

HOT WATER RECIRCULATING FLOW BALANCEASSEMBLY

SCALE: NTS P80111WALL CLEANOUT DETAIL

SCALE: NTS P8019WALL HYDRANT DETAIL

SCALE: NTS P80113

WATER METER, PRESSURE REDUCING VALVE &BACKFLOW PREVENTER DETAIL

SCALE: NTS P80112MAKEUP WATER TO BOILER

SCALE: NTS P8014ART ROOM SINK SOLIDS INTERCEPTOR DETAIL

SCALE: NTS P80114TRAP PRIMER DETAIL

1

ADDENDUM #4 – COMMISSIONING ITEMS 03/04/21 JES1

PRO PERTY O F J.M .P. CO . 10/13/97

MUST BE CHROME PLATED.ALL EXPOSED PIPINGNOTE:

METERING CONTROL FAUCET.

WALL HUNG LAVATORY.

(4" O.C.).

NOTE: ENSURE ALL PIPINGIS ROUGHED OUT ANDCONTAINED WITHIN LAVSHIELD AREA.

LAVATORY PROTECTIVEENCLOSURE.

GAS COCK (TYPICAL)

UNION (TYPICAL)

PIPE SIZEPER FLOOR

PLAN

LOCATE VENT 10'-0" AWAY FROM ALL MECHANICAL INTAKES.

VENT DEVICES SEPARATELYTHRU ROOF. SIZE PERMANUFACTURER'SREQUIREMENTS.

GAS PRESSURE REGULATOR.REDUCE GAS PRESSURE FROM 5 lbGAS TO 0.50 lbs. (14" W.C.) OR PEREQUIPMENT REQUIREMENTS

PRESSURE GAUGE (TYPICAL)INDICATE PRESSURE:0-10 LBS.WATER COLUMN:0-48 INCHES

ROOF

G G

[x] [x]

B.V.

CHK. V.

2"CW

VB

2" 1

40° H

W

2" C

W

11/2"G

2" 1

40° H

W

2"G

TEMP. GAUGE

MIXING VALVE

6" HIGH CONCRETE HOUSEKEEPING PAD.HOSE BIBB

DIRECT VENT EXHAUST ANDINTAKE (SEALED COMBUSTION)

THERMOMETER

BALL SHUT-OFF VALVE (TYPICAL)

UNION (TYPICAL)

T & P RELIEF VALVE

GAS FIRED WATER HEATER

GAS PRESSUREREGULATOR, REDUCE FROM2psi TO 1/2 psi, SEE DETAIL

MAIN SHUT-OFFGAS COCK

PIPE WATER HEATER IN ACCORDANCE WITH MANUFACTURER'SRECOMMENDATIONS AND DETAILS TOPROVIDE A BALANCED HW SUPPLYAND PIPING INSTALLATION.

SPILL T & PRELIEF TO F.D.

VENT TOATMOSPHERE

EXPANSION TANK

FLOOR

TO BUILDING2" 120°F HW

CIRCUIT SETTER

AQUASTAT

RECIRC. PUMP

FROM BUILDING

2" 1

20° H

W

2" C

W

3/4"

CONDENSATE NEUTRALIZER, HEAT TRANSFER PRODUCTS MFG. MODEL N1100.

3/4" CD SPILL TO FLOOR DRAIN.

HEAT TRAP

1.

2.

MAIN RISER

3.

4.

WATER HAMMER ARRESTORINSTALL IN THIS LOCATIONSAME SIZE AS MAIN BRANCHPIPE (TYPICAL)

NOTES

TO INDIVIDUAL PLUMBINGTHIS DETAIL APPLIES

FOR ARRANGEMENT OF

AT SHOCK ABSORBERSACCESS PANEL REQUIRED.

BOTH HOT AND COLD

SEE RISER DIAGRAMSAND PLUMBING DRAWINGS

THIS DETAIL IS FOR

FIXTURES AS WELL.

PIPING.WATER DISTRIBUTION

PIPING AND FIXTURES.

UP TO 20'-0"

OVER 20'-0"

TEE KIT. USE AT TEES IN TRACED PIPE. ALLOW FOR 3'-0" SERVICE LOOP.

ELECTRICTRACED

POWER TO JUNCTION BOX BY DIV. 33

JUNCTION BOX BY DIV. 33

GLASS TAPE- TYPICAL. USE TAPE TO ATTACH HEATING CABLE TO PIPEEVERY 2'-0" MAXIMUM.

SPLICE KIT. USE AS NEEDED.ALLOW FOR 2'-0" SERVICE LOOP.

END SEAL. USE ONE PERCIRCUIT PLUS ONE PER TEE.NO SERVICE LOOP REQUIRED.

SPECIAL NOTE:TEMPERATURE MAINTENANCE CABLESHALL BE APPLIED TO ALL MAINS ANDBRANCHES ALL THE WAY UP TO THE FIXTURE.

WATER SERVICE

2"

FLOOR ORFOUNDATION WALL

TO SYSTEM

12"MIN.

SEAL VOID PACEAROUND PIPE WITH LINK-SEAL

SCH. 80 GALV. SLEEVE

TIE RODS (TYP.) REFERTO MANUFACTURERSRECOMONDATIONS FORCONFIGURATION

CONCRETE THRUST BLOCK

1-1/

2"G

THIS AREA TO BEACCESSIBLE FORMAINTENANCE

BOILER BY DIV. 23800 MBH EACH

VE

NT

3/4" 3/4"

DIRT LEG

PRESSURE GAUGE (TYPICAL)

UNION (TYPICAL)

GAS COCK (TYPICAL)

GAS PRESSURE REGULATOR REDUCE GAS PRESSURE FROM 2 lb. GAS TO 0.50 LBS. (14" W.C.) OR PER EQUIPMENT REQUIREMENTS

CONDENSATE NEUTRALIZER, FURNISHEDWITH BOILERS - TYPICAL

3/4" CD SPILL TO FLOOR DRAIN

ROOF

GAS PRESSURE REGULATOR VENT, 24" ABOVE ROOF. MINIMUM 25' AWAY FROM ANY INTAKES.

1

24" MIN

NOTE:WHERE PIPE EXITS FLOOR SLAB VERTICALLY TO 6-INCH EXHAUST STACK AND FAN PIPE SHALL BE SOLID.REFER TO DETAIL FOR VERTICAL PIPE, ABOVE SLAB.

NOTE: PLUMBING CONTRACTOR IS RESPONSIBLE FOR ALL WORK RELATED TO THE RADON MITIGATION SYSTEM,AS DETAILED ON THE PLUMBING DRAWINGS AND SPECIFIED IN SPECIFICATION DIVISION 31 SECTION "RADON MITIGATION".

COMPACTED SOIL. SUBBASEMATERIAL COMPACTED TO 95%(REFER TO STRUCTURALPLANS/SPECS)

4'x4'x8" RADON SUCTION PIT.REFER TO STRUCTURALPLANS/SPECS FOR DETAILS.COORDINATE IN FIELD.

8" CONCRETEBLOCK (TYP 4) @CORNERS OF PIT

4" OF CRUSHED STONEAGGREGATE(UNCOMPACTED). REFER TOSTRUCTURAL PLANS/SPECS

VAPOR BARRIER SHEET

SLAB ON GRADE

VENT PIPE ENTERING THERADON SUCTION PIT

HORIZONTALLY

4'x4'x3 4" PRESSURE TREATED PLYWOOD(TO SUPPORT SLAB DURINGINSTALLATION).

POLYURETHANE SEALANT - TYPICAL OF ALLPENETRATIONS

PRESSURE MONITOR AT RISER: "RADONAWAY"CHECKPOINT IIa SWITCH/ALARM, ACTIVATING AT 0.25"W.C.; WHERE LOCATED IN A CHASE, PROVIDE ACCESSDOOR.

FINISHED FLOOR

ROOF

6" RADON VENT PIPE.SCHEDULE 40 PVC. SOLID

PIPE - TYPICAL

LABEL PIPE EVERY 10 FEET"RADON GAS - MAY

CONTAIN HAZARDOUSLEVELS"

6" RADON EXHAUST STACK. ALLPIPING IN CEILING AREA TO BECPVC DUCT PIPE (PLENUMRATED)

LABEL: CAUTION:SOIL GAS VENT MAY CONTAIN HIGH LEVELS OF RADON; DONOT PLACE AN INTAKE WITHIN 25 FEET HORIZONTALLY, ORLOCATE RADON DISCHARGE A MIN. 2 FEET ABOVE TOP OFINTAKE.

INSTALL 14" O.D. BRASS

BARB SAMPLE PORTW/SHUTOFF VALVE

1. RADON SUCTION PIPE SHALL BE CENTRALLY LOCATED AS SHOWN.

2. DO NOT LOCATE SUCTION PIT NEAR SUBSLAB BARRIERS OR NEAR UNSEALEDOPENINGS THROUGH THE SLAB.

3. VENT PIPE SHALL ENTER THE RADON SUCTION PIT HORIZONTALLY.

4. RUN VENT PIPE UNDER THE SLAB AND EXIT THE SUBSLAB IN THE GENERALLOCATION INDICATED ON THE PLANS.

5. PROVIDE PRESSURE MONITOR/WARNING SIGNAL AT RISER. WHERE LOCATEDIN A CHASE, PROVIDE AN ACCESS DOOR.

6. HORIZONTAL PIPE RUNS IN THE CEILING MUST PITCH A MINIMUM OF 1/8" PER FOOT1

BACK TO THE RADON SUCTION PIT.

7. ALL PVC PIPING SECTIONS TO BE CONNECTED USING PVC CEMENT (LOWVOC'S)

8. REFER TO OTHER DISCIPLINES DRAWINGS FOR ANY ADDITIONAL INFORMATIONON THE RADON SYSTEM INSTALLATION REQUIREMENTS.

9. CONTRACTOR SHALL PROVIDE THE SERVICES OF A RADON TESTINGPROFESSIONAL WHO IS QUALIFIED FOR RADON TESTING IN CONNECTICUTSCHOOLS (LIST OF QUALIFIED PROFESSIONALS IS AVAILABLE ON STATE OF CTDPH WEBSITE), TO TEST RADON LEVELS AND PRESSURE FIELD EXTENSION(PFE) AFTER COMPLETION OF RADON SYSTEM INSTALLATION AND INACCORDANCE WITH EPA, STATE AND LOCAL REGULATIONS AND GUIDELINES.TESTING SHALL BE PERFORMED AFTER COMPLETION OF RADON EXHAUSTSYSTEM INSTALLATION. THE TESTING PROFESSIONAL SHALL SUBMIT AWRITTEN REPORT CONTAINING THE RESULTS.

10. IF LEVELS ARE FOUND TO BE HIGH AFTER TESTING IS COMPLETED, SYSTEM SHALL BE CONVERTED FROM A PASSIVE SYSTEM TO AN ACTIVE SYSTEM.

10.a. INLINE RADON EXHAUST FAN MOUNTED IN RADON VENT STACK, ABOVERADON VENT ROOF PENETRATION: 'RADONAWAY' MODEL RP265 RATED375 CFM AT 0" ESP (TESTED WITH 6" INLET AND DISCHARGE PIPING);COORDINATE PROVISION OF POWER WIRING AND DISCONNECT SWITCHWITH ELECTRICIAN. FAN IS TO RUN CONTINUOUSLY.

10.b. COORDINATE WIRING OF PRESSURE MONITOR INTO BMS. REFER TODIVISION 23 SPECS FOR MORE INFORMATION.

RADON SYSTEM GENERAL NOTES:INLINE EXHAUST FAN (IF REQUIRED) COMPLETE WITH VIBRATION ISOLATION. ISOLATE PIPING FROM BUILDING COMPONENTS AND PROVIDE MFR'S ANTI-VIBRATION HARDWARE. TIE INTO BMS TO ALARM LOSS OF CONTINUOUS OPERATION.

10.c. FAN SHALL BE COMMISSIONED PER COMMISIONING AGENT REQUIREMENTS.

OVERFLOW ROOF DRAIN

ENLARGED FRONT VIEW

EXTERIOR WALL

NOZZLE

FLANGE

THREADEDADAPTER

ANCHORS

SEALANT

ENLARGED SECTION VIEW

BIRD SCREEN

HUNG CEILING

RESTRAINT SIMILAR TOHOLDRITE 117 SERIESHUBLESS PIPE RESTRAINT OREQUAL

RESTRAINT SIMILAR TOHOLDRITE 117 SERIESHUBLESS PIPE RESTRAINT OREQUAL

FIELD FABRICATEDRESTRAINT

HORIZONTAL PIPE AND FITTINGS 5" AND LARGER SHALL BE SUITABLY BRACED TO PREVENTHORIZONTAL MOVEMENT. THIS MUST BE DONE AT EVERY BRANCH OPENING OR CHANGE IN DIRECTIONBY THE USE OF BRACES, BLOCKS, RODDING OR OTHER SUITABLE METHOD, TO PREVENT MOVEMENT ORJOINT SEPARATION. THIS BRACING MAY BE FIELD FABRICATED OR A MANUFACTURED SYSTEM. THEDETAILS SHOWN ON THIS PAGE ILLUSTRATES SEVERAL METHODS OF BRACING.


Scale:

Drawn By:

Project Number:

Drawing Number:

Tel. 203 230 9007 Fax. 203 230 8247




18.223




As indicated P802PLUMBING DETAILS

JES

SCALE: NTS P8021NATURAL GAS PRESSURE REGULATOR DETAIL

SCALE: NTS P8022WATER HEATER DETAIL1

SCALE: NTS P8024WALL MOUNTED LAVATORY ENCLOSURE DETAIL

SCALE: NTS P8025SHOCK ABSORBER DETAIL

SCALE: NTS P8027HEAT TRACE CABLE DETAIL

SCALE: NTS P8023WATER SERVICE ENTRY DETAIL

SCALE: NTS P8026BOILER PIPING DETAIL

SCALE: NTS P8028RADON SUBSLAB DEPRESSURIZATION PIPING DETAIL

SCALE: NTS P8029OVERFLOW DOWNSPOUT NOZZLE DETAIL

SCALE: NTS P80210THRUST RESTRAINT PIPING DETAIL

ADDENDUM #4 – COMMISSIONING ITEMS 03/04/21 JES1

Winsted Addendum #4-1 RENOVATE - Town of Winchester CT

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Transcript of Winsted Addendum #4-1 RENOVATE - Town of Winchester CT