Windham SCC Addendum 5 08.08 - Connecticut · 2019-08-08 · Windham SCC Addendum 5 08.08.2019...

Windham SCC Addendum 5 08.08.2019

General/Clarifications Bid Deadline The Bid Deadline is EXTENDED to 2pm August 15, 2019 Bid Questions There will be no more bid questions at this time. Bid Question Deadline QAM will issue any and all addenda before the end of the work

day August 12, 2019. Electronic Documents All documents will be available in PDF from the Advanced

Reprographics Plan Room. Visit https://www.advancedplanroom.com or p. 860-410-1020. DAS website, isqft.com. Contact Joe Ruiz at Zlotnick Construction

with any questions.

Changes to Drawings: See Attached Changes to Specifications: See attached General Notes/Clarifications: N/A

https://www.advancedplanroom.com/

RFI Clarifications: (From RFI No. 05) BID PHASE REQUEST FOR INFORMATION No.05 August 06, 2019 PROJECT: Windham Senior and Community Center Project – 100% CD Bid Documents INFORMATION REQUESTED: 1. In addendum #3 document named ‘ADD No.03 – Specifications’, pdf page 54 under ‘Section 064023

Interior Architectural Woodwork’ we have the following questions: a) Paragraph ‘G’ adds the Sanitizer Station to the millwork bid package. This is not a millwork item.

Please remove this item from our section. Zlotnick

b) Paragraph ‘H’ adds the Wardrobe/Coat Hooks to the millwork bid package. This is an item that we would include if it was integral to our millwork (eg: inside a wardrobe cabinet) but that is not the case. These hooks seem to be intended to be applied directly to the wall on their own with no millwork behind them. This is not a millwork item. Please remove this item from our section.

Zlotnick 2. For the wood fireplace mantel shown in section on SKA-008, there is nothing noted telling us what is

supporting the mantel. Please advise what is required for supports including manufacturer and item number.

Fireplace Mantel supported by steel rod dowels for floating shelf condition, refer to revised SKA-008 for clarification

3. We are starting to put our bid package together. We cannot find the ‘BIDDER'S Pre-qualification

Statement’ form as noted to be attached to the bid documents on page 3 of the ‘Specification and Instructions to Bidders’. Please provide this form.

This BIDDER’S Pre-qualification Statement is a requirement for all bid packages with a value of $500,000 or more and can be printed from the DAS website f.

4. At the granite countertops the drawings show laminated edge details at ¾” thick stone. The specs

indicate 1 ¼” thick stone with a bullnose edge. Our suppliers can only find 1 ¼” thick material at the local distributors not ¾”. a) Please advise which thickness is correct, ¾” thickness or 1 ¼” thickness.

1-1/4” thick granite acceptable. Edge to be beveled at all locations except for the Lobby Coffee bar where the waterfall edge occurs.

b) Please advise which edge is correct, laminated edge or bullnose edge. Edge to be Beveled

5. Specifications 09 00 00 – Finish Schedule calls out the granite color as being ‘Nilo River’. Our suppliers are telling us that this is a discontinued color. Please advise which color we should allow for.

Use “AJ Brown” granite in lieu of specified “Nilo River”. Rep contact: Genrose Stone & Tile, Wenonah Leonetti, 860.324.1744.

6. Please confirm that there will be a forklift with long (8') forks on the jobsite. Each sub-contractor should carry all costs associated with their trade. 7. On drawing A7.8 detail #5 notes ‘HR1 WOOD HANDRAILS..’. Addendum #3 says that ‘HR1’ has been

deleted. Please advise if we are to include for ‘HR1’ handrail or they have actually been deleted. Addendum No. 03 has deleted all reference to HR1

8. In document named ‘ADD No.03 – RFI Responses’:

a) From RFI No.02, pdf page 8, question #57.1 – answer says ‘See revised door schedule. See attached submittal for general basis of design/reference’. When we look at the submittal there is not any useful information to show us how you want the wood door frame fabricated. Please provide section details including materials, dimensions and finishes.

See addenda 3 – refer to product data from submittal b) From RFI No.02, pdf page 8, question #57.2 - answer says ‘See door Schedule – Refer to

manufacturer technical product data’. There is nothing noted on the door schedule indicating how we are to fabricate the door frame. Please provide section details including materials, dimensions and finishes.

See addenda 3 – refer to product data from submittal

9. From RFI No.04, pdf page 26, question #31, reads ‘Mfg: Grainger, Product: Keyed-Alike Drawer Deadbolt Locks, size: to be coordinated with cabinet door thickness, finish: Bright Nickel’. We contacted Grainger but they tell us they do not have the lock specified in the required size for the drawer fronts. Please advise which lock we should use to suit the ¾” thick drawer fronts.

Use standard keyed lock for ¾” thick door. Basis of design: Hardware Hut, National Cabinet Lock, 1-3/16” Disc Tumbler Cylinder Cam Lock, Nickel, NCL-C8-53-C413A-14A.

10. Please verify that some of the specification sections do not apply to this project i.e. 232113 Hydronic Piping, 232300 Hydronic Pumps, 235216 Condensing Boilers, etc. If these specification sections do apply, please update drawings to show these systems in their entirety.

Some of the specification sections may not be required during initial construction but may be required in the future. Also, some of the mechanical components for the pool equipment may need to be covered by the pool consultant or mechanical contractor. Each contractor shall verify with GC for their trades full scope of work.

11. Per Spec Section 23 74 16 - 3.3 A, please verify who owns condensate drain piping, trap, and cleanout to nearest floor drain from the HVAC rooftop units. Detail 9 on drawing M-2.0 states the plumbing contractor is responsible. However, it states in HVAC specification section 237416 3.3A to install condensate drain, trap, and cleanout as well.

Bid per plans and specifications. Mechanical contractor shall install rooftop unit condensate drains. See revised sheet M-2.0 issued in Addendum 5

12. On drawing M-1.3 and M-3.1, please clarify if the ductwork connected to PAHU-1 will change in size

due to alternate #3 - ADD a 5th pool lane, where the size of the PAHU will be increased. Please advise.

Yes, PAHU-1 ductwork for the Add Alt. will change size, see note for duct sizes on plans, issued in Addendum #1.

13. On Drawing M-1.3 and M-3.1, please provide a schedule for any changes to FCU-2-1, FCU-2-2, and FCU-2-3 in regard to Alternate #4 - DEDUCT modified rec entrance in lieu of fitness bump out, where the size of DOAS-2 will be reduced. Also, does FCU-2-4 get deleted with the alternate? Please advise.

- See air balance schedule on Sheet M-6.1 - Alternate #4. FCU-2-2 cooling/heating capacities for base bid and Add ALT #4 will be the same, but the air flow for FCU-2-2 shall be balanced to the new air flowrates shown on sheet M-6.1-Alternate #4.

- FCU-2-4 will not be needed for Add ALT. #4.

14. Regarding the metal vented soffits detail 5/A5.6 and metal panel wood look ceiling system on 3/A4.1. I was only able to locate a specification for Linear metal soffits 074213.63. Is this for both details or is it only for 3/A4.1?

Yes, same soffit

15. In reference to addendum #3 question 69, the first three paragraphs to the architectural trusses seem to suggest there are trusses at both gable ends for each room (110A/110B, 132A/132B, 210), per the last sentence in each paragraph. Outboard of the gable ends are exposed straight web trusses for architectural aesthetics. Please verify the architect want trusses at the “hidden gables” for the rooms listed along grid lines 3, C.1, and A1.

The decorative / architectural trusses in the gable-ends are to be located only at the exterior-facing gable ends – the gable ends facing AWAY from the building. No architectural trusses on grid line 3, C.1, or A.1.

16. Please verify Sketch SKA-010 details are for the Exterior canopy trusses only Grids 5 to 4 . The all chord sizes changed and there is also an additional member at the base, this does conflict with the notes on the plan view S1.6, which list HSS 10x4x1/4 chords and webs.

Sheet S1.6 updated. See attached.

17. Please clarify if the Exterior Architectural trusses referenced in question 69 of Addendum 3 RFI 3 are shown in Sketches SKA-011 & 012 listed as GFRC and noted as fixed to the building, and are no longer part of bid package BP05A. The sections on S3.4 still reference HSS 10x4 chords and webs.

Sheet S3.0, S3.4, and S3.6 updated. Sheet S1.1 and 1.6 also updated with empty clouds to show removal of structural elements previously used to support exterior trusses. See attached.

18. It is my understanding that after reading the latest addenda #3, that the steel fabricators are responsible for the Tnemec Primers, and Aerolon Coatings, and the Painting contractors will field finish, these items, correct?

Clarification: Structural Steel – Bid Package 05A; shall include in their quotes, all work associated with Specification Sections 099600 High-Performance Coatings and 099713 Thermal Insulating Coating, as they relate to Structural Steel ONLY. All coats from primer to finish shall be shop applied and touched-up in the field. Painting – Bid Package 09E; shall exclude Specification Section 099600 High Performance Coatings and 099713 Thermal Insulating Coating, as they relate to structural steel ONLY. All other High Performance and Thermal Insulating Coatings shall remain in this bid package and applied per the specifications in the field..

19. Which bid package owns the pool cementitious coating?

Pool – Bid Package 13A; is responsible to supply and place the concrete deck around the pool, including the cementitious coating.

20. Please verify the metal roof deck setting on light gage metal framing is to be installed by others, not BP05A. (normally by whoever installs the light gage) Please clarify what bid package will furnish same metal deck.

Clarification: Structural Steel – Bid Package 05A; shall supply and deliver metal decking for light gage metal

trusses. Gypsum Drywall – Bid Package 09A; shall receive, hoist and attach all metal decking over light gage metal trusses.

21. In Addendum-3 revised Section 090000 Finish Schedule on page 23 Finish SST1 was changed. Its

listed there under Division 06 Tiling I’m assuming it’s supposed to be Division 9 Tiling but it is not listed in Spec Section 093100 Tiling. Which Scope of Work is responsible for SST1 and should it be listed in Spec Section 093100 Tiling?

See finish schedule for revised product data in finish schedule. To be installed as a tile. 22. In the revised Addendum-3 Spec Section 093100 Tiling, Line 1.2 Summary A-6 added “Waterproofing

Membrane at Shower Walls” also on page 7 Line 2.3 it added CWT-3. In Addendum-3 Section 090000 Finish Schedule page 16 also added CWT-3 and at location it states “Shower Stalls”. There are 4 rooms with shower stalls 217, 218A, 218B, 219. The Addendum-3 revised Finish Schedule 090000 page 45 & 46 made no changes to the finishes at these rooms and still shows PTF2 Floors with PTB2 Base and no wall tile. There is also a note stating there are Acrylic Shower Surrounds. The wall elevations for these rooms also show Acrylic Shower Surrounds and no wall tile. a) Where is CWT-3 supposed to be installed?

CWT3- Ceramic Wall tile to be used in lieu of acrylic shower surround at all shower locations. Rooms updated in finish schedule.

b) If at shower stalls we will need wall elevations showing the extent of the wall tile? Refer to revised elevations on SKA-013 for typical tile installation.

c) Will all CWT-3 areas require waterproofing?

Yes, waterproofing membrane required. d) Is there any other wall tile on this project that requires waterproofing?

Waterproofing only required at shower wall tile locations. e) If the Acrylic Shower Surrounds are not being used what should the finish be at the shower stall

floors? PTF2- porcelain tile mosaic (typical locker room flooring) to be run into showers & sloped to drain.

f) Will the shower stall floor areas require a mudset installation if getting a tile finish? Yes, use mudset application sloped to drain.

23. Drawing A11.0 at Details 3&4 the wall shows GL-1 Glass Backsplash. What is GL-1 it is not listed in the Finish Schedule 090000? Which Bid Package will be responsible for the GL-1?

Please refer to finish schedule (page 4, note 15)

24. At Room 110C Platform the Finish is WF1 for the platform and WF2 for the steps. The WF2 stair treads usually come straight and the steps at the front of the platform are curved. For the manufacturer to make these they will have to be mitered and finger jointed. If this is acceptable, they will need to know the radius of the steps in order to manufacture them. If not is it possible to make the steps straight and eliminate the radius?

Maintain the curving / radius of the steps. Construct with a radius of 67’ - 6”, or 14 degrees.

25. Please verify Sketch SKA-010 details are for the Exterior canopy trusses only Grids 5 to 4 . The all chord sizes changed and there is also an additional member at the base, this does conflict with the notes on the plan view S1.6, which list HSS 10x4x1/4 chords and webs. Question is a duplicate* Repeat of Q16. Sheet S1.6 updated. See attached.

26. Please clarify if the Exterior Architectural trusses referenced in question 69 of Addendum 3 RFI 3 are

shown in Sketches SKA-011 & 012 listed as GFRC and noted as fixed to the building, and are no longer part of bid package BP05A. The sections on S3.4 still reference HSS 10x4 chords and webs.

Exterior architectural trusses other than the entrance canopies are constructed with GFRC. Repeat of Q17. Sheet S3.0, S3.4, and S3.6 updated. Sheet S1.1 and 1.6 also updated with empty clouds to show removal of structural elements previously used to support exterior trusses. See attached.

27. Please also provide details for the corbels listed in BP05A #77, materials, dimensions.

The corbels referenced in Structural Steel – Bid Package 05A shall be furnished and installed along with the Architectural Metal Trusses. To be clarified by August 12 submission.

28. On drawing S1.6 4-3 line A.5 shows a roof hatch. Can you please size the structural members? See “Typ. Roof Opening Section” on S5.3 for required steel sizes.

29. In reference to addendum #3 question 69, the first three paragraphs to the architectural trusses seem to suggest there are trusses at both gable ends for each room (110A/110B, 132A/132B, 210), per the last sentence in each paragraph. Outboard of the gable ends are exposed straight web trusses for architectural aesthetics. Please verify the architect want trusses at the “hidden gables” for the rooms listed along grid lines 3, C.1, and A1.

Question is a duplicate* 30. On Dwg S1.6 om Column lines 5-4 can you provide a detail for the Truss’s that are depicted on the

plan view? They are called out as Scissor Truss’s how are the ends configured? Detail 3 on S3.2 is not clear, can you clarify?

See updated section 3/S3.2. See attached.

31. Addendum #3 RFI answers has made BP 06B Millwork responsible for items such as coat hooks and sanitizer stations. Please confirm that these items should be for the Toilet and Bath Accessories under BP 06A General Trades (Install) and BP 10A Specialties (Furnish).

Clarification: General Trades - Bid Package 06A; is responsible to coordinate quantities, receiving and installation. Specialties – Bid Package 10A; is responsible to supply.

32. There are multiple signs listed on the signage schedule, but not shown on the drawings. Please provide more details and proper dimensions for all signs. Also please explain what type of sign “Building Entry” is.

Refer to Signage Sketches “Sign 1-11” for all sign dimensions. Sketches located with Signage Schedule.

33. Drawing EP-1.2 shows two scoreboards in Gymnasium Rm. 214. However, Architectural plans show only one scoreboard in the interior elevations. Please confirm there is only one scoreboard on this project.

Confirmed with the architectural plans fir the number of “scoreboards” they are showing only one. I have changed the EP-1.2 drawing to correct number and placement for scoreboard.

34. Adden #3 revised Finish Schedule page 12 under WF Wood Flooring states “Div 6.” Refer to Division 096400 in spec for correct division. Finish schedule note updated to division 09.

35. Please confirm the product and install for the wood floor and steps at Platform 110C, belongs to Div9 under BP #09C or 09D. The framing of the curved step stringers must be by the wood flooring company and should not belong to rough carpentry in BP 06A. Suggestion: Since the platform and ramp is concrete, why not make the steps concrete also?

Wood flooring for the Platform 110C is the responsibility of Flooring – Bid Package 09D Rough framing stringers for the steps, are the responsibility of General Trades – Bid Package 06A

36. Which packages provide and install Barn Door #119A in room 118. See 10/A7.9

General Trades – Bid Package 06A; is responsible to install this door. Openings – Bid Package 08A; is responsible to supply.

37. The General Trades scope of work calls for 2 tack boards (Lines 142-151), but only one is shown on the drawings. The one called out in the S.O.W. should be in Corridor #200, but it is not shown on the drawings. Please confirm there is no tack board in Corridor #200. Also, please confirm that general trades package 06A is only responsible for LW-1 Tack boards.

Bid per the plans and specifications, if only one is shown, bid one, if two or three are shown, bid accordingly. Be sure to review the drawings issued via addenda. General Trades – Bid Package 06A; is responsible to install all tack boards and white boards etc.

38. Note A1.1b has notes calling for wall padding at entire CMU perimeter. These pads are not shown on interior elevation 2/A7.14. a) Is this an error in the drawings, or are there no pads on this wall because of the existing

bleachers to be re-installed? This is a drawing error. Wall padding will be located at full interior perimeter of the CMU in the gym, as per note on floor plan on sheet A1.1b

b) Also, notes on A7.17 say that we can use the existing pads and the rest are to be new. c) Are we certain that using the existing pads is the best method for this project? If so, please send

an inventory list of the pads that are available for re-use and send photos of their condition. How about an allowance for this work? If so, please provide the allowance value for this work.

Yes, the owner wishes to re-use their existing wall pads from the current wrestling program. They have (104) pads that are 2’x6’ dimension. This accounts for 208 linear feet of pads, which is the approximated interior perimeter of the room. As of now, no new pads will have to be purchased. The purchase of any additional new pads would be minimal and must be coordinated with owner. Contractor is responsible for providing necessary blocking, and mounting / installing the wall pads in the wrestling space.

39. Scope of work for Bid Package 11A Residential Appliances & Food Service Equipment calls out only one refrigerator under spec section 113100 Res. Appliances. Please confirm that this is the only item to be installed under this spec section.

Residential Appliances & Food Service – Bid Package 11A; includes all items specified in division 113100 and 114000. Bid per the quantities as shown in the bid documents.

40. Drawing A7.1 has elevations that make the locker bases appear to be CMU, but there is no wall cut or detail to confirm this. Please confirm that the lockers are mounted directly on top of this CMU knee wall.

Yes, provide a low knee wall for the lockers to sit on, with 4” or 8” CMU block. 41. Refer to drawing A9.0 details H3, H2, J2, J3. Please provide better details of expansion fastener to

CMU block. “Ways and means is ours, but what is shown will spald at the block edge. Also, please explain how the flat structural steel plate on top of door can act as a lintel? I’m thinking this lintel should be “L or T” shaped and not flat.

For the masonry anchors, contractor can refer to door frame manufacturers anchorage specifications / recommendations for install. For the lintel, refer to structural drawings for the type, size, shape, etc.

42. Please confirm BP 06a is NOT providing or installing any louvers. If not, please advise where these louvers are.

Clarification: General Trades – Bid Package 06A; is NOT responsible to install any interior louvers, shades or blinds. Window Treatments – Bid Package 12A; is responsible to furnish and install all interior louvers, shades and blinds.

43. For BP 06B Please confirm that sinks and faucets in the casework are furnished and installed by package 22A Plumbing.

Correct

44. Wall protection Spec. 102600 includes Impact-resistant wall protection (FRP) see 1.2 Summary>A.>5 However both BP’s 10A and 06A do not mention the event in their “Pricing Summary’s” Please advise what packages are to carry this event.

Clarification: General Trades - Bid Package 06A; is responsible to coordinate quantities, receiving and installation. Specialties – Bid Package 10A; is responsible to supply.

45. Who owns the “decorative wood baffles” seen on drwgs 2/A5.7, and 5&7 /A7.7. Is there a spec.?

Basis of Design is Armstrong metalworks blades, reference the RCP’s and Finish schedule. The decorative baffles are in the ceiling package.

46. Please confirm that all brackets required for countertops are by millwork package and not Misc 05B. Correct

47. See 2&3/A11.

What and where are the “-SS ring clamps” stated in Line 32 of the Misc Mtl package 05B The “SS Ring Clamps” line 32 relate to the Safety Rail system around the roof hatch.

48. Are there any exterior railings requiring work by Package 05b Misc Metals? Please refer to the bid documents, if there are any exterior pipe rails, they would be carried in Miscellaneous Steel – Bid Package 05B.

49. Can you advise, where the project schedule is to be located?

Project schedule is attached to this RFI 50. Can you confirm my recollection at the pre bid walk -through that Zolotnik Construction would be

responsible for Division 015000 Temporary Facilities and Controls, which includes dumpsters, project sign, temporary signs, and temporary protection, temporary fencing, site security, and owners and CM’s trailers?

Correct – CM is responsible for Division 015000

51. Please re-confirm line 28 states that roof sheathing furnish and install, lies with the gypsum Package and not with BP 06A.

Correction: General Trades – Bid Package 06A; shall supply and install the plywood roof sheathing.

52. Please confirm that BP 08C (Alum. Store Fronts) provides and installs all hardware associated with

their doors. Correct

53. BP 06A Pricing Summary Line item #76 instructs us to installs Fiberglass doors and frame (083313).

Please confirm which package provides them? Line item 75 states BP 08A to provide, but their pricing summary is only found in BP 08B. Please advise who provides.

Openings – Bid Package 08A: provides this door, frame & hardware

54. Please confirm that new specs 281300 (Access Control) and 281600 (intrusion Detection) found in Adden #3 are responsible for providing and installing all door security components including card readers and door position switches. Confirm this work is not part of BP 06A,08A,08B.

Refer to door hardware specifications and door schedule. All new Division 280000 sections added by addendum shall remain the responsibility of the Electrical – Bid Package 26A

55. Adden #3 Specs package

a) Please locate and identify Parks & Rec “Banquette” found on Adden #3 item 17 page 4 of finish schedule.

The banquette is located in corridor elevations + enlarged elevation, outside the recreation offices.

b) Page 23 of rev. Finish Schedule item SST1 stacked stone refers to DIV.6. We believe this should be Div. 4 by BP 04A ?

Refer to question #21 in this addendum c) New Spec. 064023 : Should Sanitizer Station be part of BP 06B or other package?

See response to question 31. There are three RFI’s in Addendum No.03 – Not sure which one this refers to. RFI No.02 / Q#56 – General Trades – Bid Package 06A RFI No.03 / Q#56 – No substitutions accepted RFI No.04 / Q#56 – Aluminum Storefront & Glazing – Bid Package 08C

d) New Spec. 087100 Door Hardware: Nothing is clouded or revised in new spec. What is the difference between new and former? Are you replacing spec. entirely?

Yes, entire section to be replaced – coordinate w/ door schedule e) Was a project schedule released per Q&A #53? f) Can you advise which package is responsible for Q&A #56 in adden #3 (mirrored back splash).

Confirm it belongs to 08C Storefront and Glazing and not to 06B Millwork. Correct, the mirrored is the responsibility of Aluminum Storefront & Glazing – Bid Package 08C to furnish and install

56. Addendum 3 listed Specs for Security and Specialized Sound systems. Are these part of the electrical bid package? I can’t seem to locate any security drawings, can you please clarify?

Answer coming on Monday 8/12/19 57. The electrical contractor is the installer not the designer, so the project would be awarded and shop

drawings would be produced. Once approved by the engineer of record, THEN we would price this system that should have been designed by the engineer prior to the release of drawings to bid on. Will this design work be provided prior to the bid due date?

Answer coming on Monday 8/12/19 58. None of the lighting control symbols as they appear in detail 1/E-4.1 are indicated on the lighting

floor plans. Please clarify intent. Plans only show sensing devices and control switches, Intent is for energy controls provider to furnish detailed shop drawings with specific room controllers and fully detailed system.

Answer coming on Monday 8/12/19 59. The drawings for Division 27 and 28 specifications added to this project should be produced to show

what the intent is for the work required in the specification; can this be provided? Answer coming on Monday 8/12/19

60. Adden #3 Specs package a) Please locate and identify Parks & Rec “Banquette” found on Adden #3 item 17 page 4 of finish

schedule. Duplicate*

b) Page 23 of rev. Finish Schedule item SST1 stacked stone refers to DIV.6. We believe this should be Div. 4 by BP 04A ?

Duplicate* c) New Spec. 064023 : Should Sanitizer Station be part of BP 06B or other package??

Duplicate* d) New Spec. 087100 Door Hardware: Nothing is clouded or revised in new spec. What is the

difference between new and former? Are you replacing spec. entirely? Duplicate*

e) Was a project schedule released per Q&A #53? Duplicate*

f) Can you advise which package is responsible for Q&A #56 in adden #3 Duplicate*

61. Addendum #3, drawing 3/SKA-009 is not to scale (1/4"). Can you please provide a scale drawing or put dimensions on the panels?

POOL & GYM: Provide (30) 2’x4’ Tectum panels in EVERY OTHER truss, evenly spaced – see revised ceiling plan A2.2 attached.

62. Drawing E6.0 (riser) and Panelboard Schedules on E5.0, E5.1 and E5.2 do not correspond with one another, could you please clarify?

Answered in RFI 3: We do not see any discrepancies - provide specific details of any items that do NOT correspond between panel schedules on E5.0 through E5.2 and Riser diagram on E-6.0.

63. Section 260526 1.4.A.3 References a Building Ground Ring. There is also mention of this on drawing E6.0. Is a Building Ground Ring Required? If so, please provide a drawing showing the intent.

Answered in RFI 3: Intent of ground ring is for 4/0 Cu conductor 24” BFG and approx. 24” out from footer around entire building with exothermic welds to gas, water and fire protection services, where metallic pipes, and electric service ground, as well as to each of 10’-0” Long by 5/8” dia. ground rods at each exterior corner (Four (4) corners, plus four Porte Cochere columns, on EP-1.1 and five (5) corners on EP1.2.) Routing is specifically, as follows: Counter-clockwise direction from service transformer ground grid, to E and N corner of MULTI-FUNCTION FITNESS ACTIVITY (RM 210), Then to electric service ground, then to NW corner of POOL (Room 220A), then to SW and SE corner of GYMNASIUM (Room 214), then to South Porte-Cochere columns, and then on to SE corner of FIRE/WATER (Room 114,) and pipes, then on to SE corner of MULTI-PURPOSE 2 (Room 110B,) then to NE corner of MULTI-PURPOSE 1 (Room 110A,) then to NE corner of DRY-STORAGE (Room 112C,) then to the two North Porte-Cochere columns and finally back to the service transformer ground Grid.

64. Are we correct to assume that the Projectors, Smartboards, TV – Monitors and Computers are not part of this contract, that they are included in the Owners FF&E Technology Package?

Yes – those items will be in a separate FF&E / Tech. package. However, contractor is responsible for providing power and data to these locations, preparing them to receive the equipment etc. See previous addendums.

65. It appears the sprinklers have been removed from the Pool Area. NFPA 13 does not allow partially sprinklered buildings. Has the Fire Marshal given a special exemption for this? Please advise.

Several Sprinklers were removed from the Pool Area because they were inadvertently shown outside the building. The Pool Area is fully sprinklered.

66. The Addendum 3 plans show pendent sprinkler heads in the blade ceilings at the Soft Class/Library 130 and the Lobby 100. This will not work. Please advise.

Updated Drawing FP-1.1 to show upright sprinkler heads in Soft Class 130 and Lobby 100.

67. The RFI answers stipulate that the Fire Protection contractor owns the underground fire line to five feet outside the foundation, and the backflow preventer. The Addendum 3 plans still do not show this. Please advise.

Updated Drawings FP-001 and FP-1.1 to show the same.

68. A note has shown up on the reflected ceiling plans adding Tectum panels between the webbing of the trusses over the Pool and Gymnasium areas (see detail 3/SKA-009). This presents a problem for fire protection. Attached to this RFI No.05 are two drawings that show the only way possible to sprinkler these areas to meet NFPA 13 and this would require sprinklers in every single bay formed by the Tectum panels. Also, notice the direction of the sprinkler piping. This is the way we would run it to facilitate hanging. Please advise if this is acceptable.

We agree. Refer to attached sketches showing a different panel layout as proposed by the architect which will reduce the number of sprinkler heads.

Zlotnick Construction, Inc. the Construction Manager, QAM the AOR or their Engineers cannot take

any further questions.

End of Addendum #5

Development of:Windham Community Center

Willimantic, CT

ADDENDUM #5 NOTED IN RED

A.

A.B.

A.

ETR Existing to Remain EXP ExposedUNF Unfinished

A.

Abbreviations for specific finishes are listed in the Interior Finishes Product List in Article 3.2. Other Abbreviations include:

1.4 SUBMITTALS

This Section contains finish nomenclature with regard to project finishes and a Finish Schedule.

SECTION 09 0000 – FINISH SCHEDULE

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

Related Sections are listed in Article 3.2 - Interior Finishes Color and Pattern List.

Refer to and comply with the requirements of each Related Section listed in Article 3.2 - Interior Finishes Product List for specific submittals of product data, samples, shop drawings, etc.

PART 2 – PRODUCTS (Not Used)

Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

1.3 ABBREVIATIONS

QA+M ArchitectsAugust 2019

FINISH SCHEDULE09 0000

Page 1 Project No. QA 1762


Willimantic, CT


3.1 FINISH NOTES

1. Refer to Article 3.2 - Color and Pattern List list for definition of materials and substrates.

2. All interior finishes shall meet the requirements of the Connecticut fire safety code and shall be Class A.

3. Use only manufacturers required adhesives and sealants for all interior finishes. All adhesives used are to be environmentally safe and contain no solvents, alcohol, glycol, ammonia, carcinogens and must be a low VOC product.

4. See Reflected Ceiling Plans for ceiling heights and extent of ceiling types.

5. Paint all exposed pipes, decking, hangers, fittings, wiremold, conduit, etc.

6. The underside of all stairs to be painted.

7. See specifications for extent of window treatments.

8. Wood doors to be maple, stained to match architect's sample.9. Refer to finish plans for extent of interior finishes.

10. All plastic laminate to be horizontal grade

1. All flooring to extend to meet wall and/or base of casework.2. Flooring and base to extend into closets.3. Provide and install Schluter metal transition strips at all transitions between tile and concrete & resilient flooring,

transition to be smooth and ADA compliant, Color: AE-Satin Anodized Aluminum

4. Provide and install Mannington Rubber Transition strips at all transitions between carpet & concrete flooring, transition to be smooth and ADA compliant.

5. Provide and install Mannington Rubber Transition strips at all transitions between resilient floorings, transition to be smooth and ADA compliant.

6. Provide manufacturer approved underlayment for all flooring types called out in contract documents.

7. Refer to Finish Floor Plans for extent of floor patterns.

PART 3 - EXECUTION

GENERAL NOTES

FLOORING





Willimantic, CT


1. Wall Corners: All exposed corners of Marlite to have full height cornerguards.All exposed corners of vinyl wallcovering to have full height cornerguards.All exposed corners of tile to have full height cornerguards.

Finishes for Miscellaneous Items

1. Toilet Partition: Scranton Products, lavatory fixtures: Eclipse Partitions, Floor Mounted overhead braced with occupancy indicator latch. Height: 72" Extra High. With mfg's heavy duty operating hardware, material: stainless steel. Urinal Screens: Scranton Product, Style: Eclipse. With mfg's heavy duty operating hardware, material: stainless steel.Senior Center Partitions & Screens: Texture: Architect to select from mfg's full range of options, Color Collection: architect to select from mfg's full range of color collections.Parks & Rec Partitions & Screens: Texture: Architect to select from mfg's full range of options, Color Collection: architect to select from mfg's full range of color collections.

2. Lockers: Scranton Products, Style: Duralife Lockers, Configuration: Architect to select from mfg's full range. Venting: architect to select from mfg's full range. Top: Slope, With Base Lock Style: Diggy Lock, Accessories: Double-Prong Black Coat Hook. Colors: 1, 2, 3: architect to select from mfg's full range.

3. Lavatory Fixtures: Bradley, Style: Advocate AV-Series 3-Station, Soap, Water & Hand Dryer.Senior Center: Color Collection: architect to select from mfg's full range of color collections.Parks & Rec: Color Collection: architect to select from mfg's full range of color collections.

4. Shower Curtains: Focus Products, Hospitality Division, Hookless Shower Curtains, Pattern: Boutique Reflection. Size: 71" width x 77" length. With Polyester Liner, Color: White, Size: 70"W x 72"L. Contact # : 877 - 910 - 2243.With round Stainless steel tubing rod.

5. Typical ADA Grab bars: Finish: stainless steel

6. Cabinets: Advanta Cabinets, Style: Calibra, Solid Wood construction, Species: Maple, Door Style: Calibra II slab door. Finish: Stained, architect to select from mfg's full range. Base cabinets in Library #130 to be painted (P32).ADD ALTERNATE #9. Mfg: Advanta, Door Style: Rutledge with opaque glass insert, Species: Maple, Stain color: TBD, architect to select from full range of glass inserts (excluding window pane styles). REVISION 1

MISCELLANEOUS

WALLS





Willimantic, CT


7. Typical Cabinet Hardware: CP1 - Mfg: Richelieu, Contemporary Metal Pull, 6-5/16"CC, Finish: Brushed Nickel, #BP8160160195. Typical of cabinets & drawers.

8. Typical Light Fixtures: Finish: Satin Nickel

9. Typical Exterior Windows: RS1 Roller shades typical at all exterior windows unless otherwise noted. SS1- Solid surface window sills unless otherwise noted.

10. Typical Elevator Interior Finish: Refer to architectural plans & spec for information. Refer to PL2 for elevator cab laminate finish.

11. Electrical switches: TBD, coverplates TBD. Architect to select from mfg's full range

12. Crash Pads: (Gymnasium): Mfg: Jaypro Sports, Style: Wallguard Fire/Impact 2'x6'. Z Clip top & Bottom. #JWCF-AI-247SZZ Colors: Architect to select from mfg's full range

13. Folding Partitions- Refer to architectural plans & spec for information.

14. Gas Fireplace: Mfg: Woodland Direct, Style: Superior DRT35ST Direct Vent See through Gas Fireplace. GC to provide Wall Switch with timer located in a clear thermostat lock box. Interior: Black.With custom wood Mantel

15. GL1: Glass. Mfg: Spancraft Glass and Mirror, Antique Mirror Sheets, size: 48"w x 96" ht. Beveled Straight edge. Frameless, sheet to be cut & inset into wall tile. Provide backer, thickness to be flush with wall tile. GC to provide full set of color options for architect to select from. Color: architect to select from mfg's full range. Location: Library #130 Millwork Backsplash, Lobby #100 Millwork Backsplash. REVISION 1

16. LW1: Linoleum Wall, Mfg: Forbo. Bulletin Board Pinboard Linoleum, with metal J-trim frame, refer to elevations for size. 1/4" gauge, jute backing, 48"width x 90' roll length, Linoleum Color: architect to select from full range. Location: Corridor #200, Lobby 300

17. Parks & Rec Banquette:FB1- Fabric - Banquette Back, COM, Mfg: Carnegie, Style: Moto, Color: TBDWith vinyl welting: Carnegie, Style: Siltech Press, Color: TBDFB2- Fabric - Banquette Seat, COM, Mfg: Carnegie, Style: Moto, Color: TBDWith vinyl welting: Carnegie, Style: Siltech Press, Color: TBDMfg: Foamorder.com, Style: Fire retardant Foam, Size: Rectangle, verify size in field prior to ordering. Density: 3.0 Firmness: Medium. Thickness: (2) layers of 3” Foam. REVISION 1





Willimantic, CT


18. Picture Rail: Mfg: AS Hanging Display System, Contempo System, Finish: anodized. J End Rod, height: architect to select from full range. Finish: anodized. With all required clips and brackets.





Willimantic, CT


3.2 INTERIOR FINISHES PRODUCT LISTPRODUCT

CODEMANF. PRODUCT DESCRIPTION COLOR TYPICAL LOCATION NOTES/

SUSTAINABLE

REV DATE

MANF. CONTACT INFORMATION

AR1 Masland Custom area rug, refer to finish plans for size. Rugs 4.0 Collection, Style: architect to select from mfg's full range, colors: TBD, open-ended

Vinyl reducer border to be supplied & applied to carpet on site with mitered edges.

Colors: TBD Lobby #101 Rep: Jeremy Wright203.818.9848

AR2 Masland Custom area rug, refer to finish plans for size. Rugs 4.0 Collection, Style: architect to select from mfg's full range, colors: TBD, open-ended

Vinyl reducer border to be supplied & applied to carpet on site with mitered edges.

Color: TBD Lobby #101 Rep: Jeremy Wright203.818.9848

CPT1 Shaw Contract Ingrain #59339, Multi level pattern loop, 24"x24", 32 oz weight, use with mfg's recommended adhesive

Color: TBD Senior Center-Offices Installation method: TBD

Rep: Rick Gondon860.209.0698

CPT - Carpet Tile - Division 09 Section "Tile Carpeting"

FLOORAR - Area Rug - Division 09 Section "Sheet Carpeting"





Willimantic, CT




SUSTAINABLE

REV DATE


CPT2 Shaw Contract Configure Collection, Style: Contact Hexagon, 25"x29", multi-level pattern loop, 26oz weight, use with mfg's recommended adhesive

Color: TBD Parks & Rec- Offices Installation method: TBD

Rep: Rick Gondon860.209.0698

CPT3 JJ Flooring Atmospheric, size: 24"x24", multi level tip sheared loop, nexus modular backing, solution dyed, 35oz weight, use with mfg's recommended adhesive

Color: TBD Library #130 Installation method: TBD

Rep: Rob Fortier860.881.1540

EM1 Masland Positive Traction, 32 oz weight, 24"x24", install with mfg's recommended adhesive. Use with Mannington Fusion Transition Strip

Color: TBD Waiting #140 Installation method: TBD

Rep: Jeremy Wright203.818.9848

EM2 Masland Positive Traction, 32 oz weight, 24"x24", install with mfg's recommended adhesive. Use with Mannington Mat Edge Molding

Color: TBD Lobby #200 Installation method: TBD


EM3 Matsinc Super Nop 52 Tile, 52 oz weight, 19-11/16" x 19-11/16" x 1/2" thickness, install with mfg's recommended adhesive

Color: TBD Vestibules Installation method: Quarter Turn

Matsinc.com

EM - Entrance Mat - Division 09 Section "Tile Carpeting"





Willimantic, CT




SUSTAINABLE

REV DATE


EM4 Masland Positive Traction, 32 oz weight, 24"x24", install with mfg's recommended adhesive. Use with Mannington Mat Edge Molding

Color: TBD Lobby 100 Installation method: Quarter Turn


LVP- Luxury Vinyl Plank - Division 09 Section "Resilient Tile Flooring"

LVP1 Acrylx Acrylic Premier XL Select Vinyl Plank thickness, 8.75" x 59.75" planks, 4.5mm gauge, 20 mil wear layer

Color: TBD Multipurpose #110A & 110B

10 Year Commercial Warranty. Installation: random joint installation

Michael Halebian Rep: Carrie Bartucca860.305.2599


Color: TBD H./S Room #141, Waiting #140

10 Year Commercial Warranty. Installation: random joint installation



Color: TBD Elevator Cab 10 Year Commercial Warranty. Installation: random joint installation


SV - Sheet Vinyl - Division 09 Section "Resilient Sheet Flooring"





Willimantic, CT




SUSTAINABLE

REV DATE


SV1 Centaur Floors Style: Triple Threat, 7mm thick, 2mm wear layer with 5mm backing. 6' wide rolls x 30 roll length. Welded seams

Color: TBD Activities #131B & Closets. Dance &

Fitness #131A & Closets

Installation method: TBD


PTF - Porcelain Tile Floor - Division 09 Section "Tiling"PTF1 Creative

MaterialsBalliol, Size: 24" x 24" x 10mm thickness, Finish: natural.

GC to account for long lead time when ordering.

Color: TBD Bathrooms Typical Grout-Laticrete, color: TBD. Installation: TBD

Rep: Lisa Cupolo518.701.5720

PTF2 American Olean Unglazed Porcelain Mosaics, 2"x1" Mosaic, 12"x24" sheet mounted, finish: abrasive finishMix of Group 1 field color with Group 2 & 4 accents

Color 1:TBDGroup 1Color 2: TBDGroup 2Color 3: TBDGroup 4

Locker Rooms, Family Baths, Hall #101V,

Bath #310

Grout-Laticrete, color: TBD. Installation: straight joint

Rep: Roanne Marquardt 203.868.7811

PTF3 American Olean Unglazed Porcelain Mosaics, 2"x1" Mosaic, 12"x24" sheet mounted, finish: abrasive finish on pool deck, natural finish within poolMix of Group 1 field color with Group 2 accent

Color 1:TBDColor 2: TBD

Pool Deck & Pool Storage, L.G. Office

ADD ALTERNATE-Grout-Laticrete, color: TBD. Installation: straight joint






Willimantic, CT




SUSTAINABLE

REV DATE


PTF4 Creative Materials

Mimesis, size: 8"x48" x 10mm thickness, finish: natural


Color: TBD Laundry 311 Grout-Laticrete, color: TBD


QTF1 Creative Materials

Quarry Tile, size: 6"x6" x 13mm thickness, natural finish

Color: TBD Kitchen #112 & Kitchen Storage

RFT1 Mannington Colorspec Smooth Rubber Tile, 1/8" thickness, 18-1/8" x 18-1/8", thermoset rubber, Type TS

Color: Architect to select from mfg's full range

Stair Landings, Ramps, Lobby 300

Rep: Kevin O'Bryan 860.217.1813

RFT2 Mannington Roppe Recoil Fitness Flooring, Interlocking, 36"x36" x 3/8" thickness


Multifunction Fitness/Activity #210 &

Storage

DEDUCT ALTERNATE #4

Salesmaster Rep: Kyle Gable413.887.8495

RTF- Rubber Tile Flooring - Division 09 Section "Resilient Athletic Flooring"

QTF- Quarry Tile Flooring - Division 09 Section "Tiling"





Willimantic, CT




SUSTAINABLE

REV DATE


RFT3 Mannington Colorspec Smooth Rubber Tile, 1/8" thickness, 18-1/8" x 18-1/8", thermoset rubber, Type TS

Color 1: TBDColor 2: TBDColor 3: TBDArchitect to select from mfg's full range

Lobby 300 Rep: Kevin O'Bryan 860.217.1813

RST1 Mannington Connect Step Riser with stringer. Profile: Square


Stairs (Treads & Risers)(Not including Platform)


SC1 _ Sealed Concrete Color: Clear Fire/Water #114, Electric/Solar #223

SC2 _ Sealed & Polished _ Fitness/ Wrestling #312, Wrestling Storage

SC - Sealed Concrete - Division 09 Section "Painting"

RST - Resilient Stair Treads and Accessories - Division 09 Section "Resilient Base and Accessories"

SC - Sealed Concrete - Division 03 Section "Concrete Staining and Polishing"





Willimantic, CT




SUSTAINABLE

REV DATE


SC3 Sika Sealed with Sikagard Flexcoat. Cementitious protective coating. Paint to be applied to wall as base.

_ Pool Deck, Pool Storage, L.G. Office

BASE BID

PC1 Scofield Polished & sealed concrete, Grade 3 Aggregate finish, 800 Grit, Class 2 medium reflectivity

Color: TBD General Floor- Lobbies & Corridors

WF1 Hurst Hardwoods 7" x 3/4" Walnut Character Natural Prefinished Solid Hardwood Flooing, random length, 4 sided bevel edge

_ Platform #110C

WF2 Hurst Hardwoods Walnut prefinished stair tread & riser. Select Grade. 1"thick x 11-1/2"D with bull nose front edge. With slip resistant grit tape nosing. Risers: Walnut, Select grade, 3/4" thickness x 7-1/2"ht.Wood species & finish to match stage flooring, final product to be changed as needed to match

Grit Tape Color: Black

Platform #110C (Treads & Risers)

WAF- Wood Athletic Flooring - Division 09 Section "Wood Athletic Flooring"

PC - Polished Sealed Concrete - Division 03 Section "Concrete Staining and Polishing"

WF- Wood Flooring - Division 06 09 Section "Wood Flooring"





Willimantic, CT




SUSTAINABLE

REV DATE


WAF1 Action Sports Flooring

Action Thrust 1 Floating resilient floor system. With vented rubber base. GC to provide court striping & custom logo

Finish: TBDStriping Colors: TBDLogo: provided by architect

Gymnasium & Gymnasium Storage

Salesmaster Rep: Kyle Gable413.887.8495

VCT- Vinyl Composition Flooring - Division 09 Section "Resilient Tile Flooring"

VCT1 Armstrong Standard Excelon, Size: 12"x12" x .125" thickness, use with mfg's recommended adhesive

Color: TBD Office Storage Rooms, Storage #113 & #111, Elec. #131, IT 212A

Installation: Quarter Turn


PTB - Porcelain Tile Base- Division 09 Section "Tiling"PTB1 Creative

MaterialsBalliol Bullnose, size: 3"x24" x 10mm thickness, finish: polished


Color: TBD Mens #116, Womens #115

Grout-Laticrete, color: TBD


PTB2 American Olean Unglazed Porcelain Mosaics, 2"x1" Mosaic, Built-up cove base MT-5 finish: natural

Color 1:TBDGroup 1

Locker Rooms, Family Baths, Hall #101V,

Bath #310, L.G Office (ADD ALT)

Grout-Laticrete, color: TBD


BASE





Willimantic, CT




SUSTAINABLE

REV DATE


PTB3 Creative Materials

Mimesis, size: 3"x24" x 10mm thickness, finish: polished


Color: TBD Laundry 311 Grout-Laticrete, color: TBD


RB1 Mannington Optimum Edge Rubber Wall base, Type TS, 4" High, coved

Color: TBD General Base- Senior Center



Color: TBD General Base- Parks & Rec



Color: TBD Library #130 Rep: Kevin O'Bryan 860.217.1813


Color: TBD Multipurpose Rooms #110A & 110B



Color: Black Platform #110C Rep: Kevin O'Bryan 860.217.1813

RB- Resilient Wall Base - Division 09 Section "Resilient Base and Accessories"





Willimantic, CT




SUSTAINABLE

REV DATE



Color: TBD Senior Center Offices Rep: Kevin O'Bryan 860.217.1813


Color: TBD Parks & Rec Offices Rep: Kevin O'Bryan 860.217.1813

RB8 Johnsonite Vented Coved Base, 4'ht x 3"toe Color: TBD Gymnasium & Gym Storage



Color: TBD Multifunction Fitness/ Activity 210 & Storage

DEDUCT ALTERNATE

#4


QTB1 Creative Materials

Quarry Tile Bullnose Base, size: 6"ht x 13mm thickness, natural finish

Color: TBD Kitchen #112 & Kitchen Storage

Grout: Laticrete, color: TBD


WALLS

QTB- Quarry Tile Base - Division 09 Section "Tiling"

CWT - Ceramic Wall Tile - Division 09 Section "Tiling"





Willimantic, CT




SUSTAINABLE

REV DATE


CWT1 Tile America Lunada Bay, Tozen, size: pennyround, Finish Silk.


Color: TBD Lobby #101 Coffee Bar Backsplash

Grout: Laticrete, color: TBDInstallation: straight joint

Rep:Ryan Zibold860.830.5260

CWT2 Tile America Lunada Bay, Tozen, size: pennyround, Finish Silk.


Color: TBD Multipurpose Rooms #110A & 110B

Backsplash

ADD ALTERNATE #9 Grout: Laticrete, color: TBDInstallation: straight joint

Rep:Ryan Zibold860.830.5260

CWT3 Daltile Rittenhouse Square, glazed ceramic, 3"x6", finish: gloss

Color: TBD Shower Walls Grout: Laticrete, color: TBDInstallation: straight joint

1 Rep:Lucia Franco203.671.0903

DP1 3Form Decorative post mounted panel attached to face of wall. Stand-off feature. Style: Varia Ecoresin. Gauge: 3/8", Panel Size: refer to elevations & signage schedule

Color: architect to select from mfg's full range.Finish: TBD

Lobby 200 Accent Signage Wall

Rep: Ellen Barton860.798.6602

DP- Decorative Panel - Division 06 Section "Interior Architectural Woodwork"

FRP-Fiberglass Reinforced Panels - Division 10 Section "Wall Protection"





Willimantic, CT




SUSTAINABLE

REV DATE


FRP1 Marlite Artizan FRP, Marlite Finish, Faux Woodgrains, size: 4'x10' sheet sizes x 3/32" thickness, with anodized coordinating aluminum trim @ all exposed edges & seams

Color: TBDTrim color: anodized aluminum

Kitchen & Kitchen Storage

Rep: Blake Ward443.206.6871

P1 Benjamin Moore Interior Latex Color: TBD Senior Center(General Walls)

Low VOC

P2 Benjamin Moore Interior Latex Color: TBD Trim/Frames Low VOC

P3 Benjamin Moore Interior Latex Color: TBD Senior Center Lobby- Accent Walls, Below Corridor

Wainscot

Low VOC

P4 Benjamin Moore Interior Latex Color: TBD Senior Center Lobby-Accent Walls

Low VOC

P5 Benjamin Moore Interior Latex Color: TBD Senior Center Bathrooms

Low VOC

P - Interior Painting - Division 09 Section "Painting"





Willimantic, CT




SUSTAINABLE

REV DATE


P6 (not used) Interior Latex Color: TBD

P7 Benjamin Moore Interior Latex Color: TBD Multipurpose #110A & #110B

(General Walls)

Low VOC

P8 Benjamin Moore Interior Latex Color: TBD Multipurpose #110A & #110B

(Accent Walls)

Low VOC

P9 Benjamin Moore Interior Latex Color: TBD Platform/Stage #110C Low VOC

P10 Benjamin Moore Interior Latex Color: TBD Senior Center Offices-General Walls

Low VOC

P11 Benjamin Moore Interior Latex Color: TBD Senior Center Offices- Accent Walls

Low VOC

P12 Benjamin Moore Interior Latex Color: TBD Admin Office-Accent Walls

Low VOC

P13 Benjamin Moore Interior Latex Color: TBD H.S. Room #141 Low VOC





Willimantic, CT




SUSTAINABLE

REV DATE


P14 (not used)

P15 Benjamin Moore Epoxy Color: TBD Dance & Fitness #131A, Activities #131B

Low VOC

P16 Benjamin Moore Interior Latex Color: TBD Parks & Rec- General Walls

Low VOC

P17 Benjamin Moore Interior Latex Color: TBD Parks & Rec- Corridor 201

(Accent Walls)

Low VOC

P18 Benjamin Moore Interior Latex Color: TBD Parks & Rec Lobby- Accent Walls,

Stair Accent Walls,Lobby #300 Accent Wall

Low VOC

P19 Benjamin Moore Interior Latex Color: TBD Parks & Rec- Accent Walls

Low VOC

P20 Benjamin Moore Interior Latex Color: TBD Parks & Rec Offices-General Walls

Low VOC

P21 Benjamin Moore Interior Latex Color: TBD Parks & Rec -Soffit Low VOC





Willimantic, CT




SUSTAINABLE

REV DATE


P22 Benjamin Moore Epoxy Color: TBD Locker Rooms- General Walls, Family Baths,

Bath 309 & 310, Laundry #311

Low VOC

P23 Benjamin Moore Epoxy Color: TBD Accent Walls: Locker Rooms, Family Baths

Low VOC

P24 Benjamin Moore Epoxy Color: TBD Locker Rooms-Accent Walls

Low VOC

P25 Benjamin Moore Ultra Spec HP D.T.M. Acrylic Enamels

Color: TBD Gymnasium Exposed Ductwork

Low VOC

P26 Benjamin Moore Epoxy Color: TBD Gymnasium- Above Wainscot,

Gymnasium Storage

Low VOC

P27 Benjamin Moore Epoxy Color: TBD Gymnasium - Below Wainscot

Low VOC

P28 Benjamin Moore Epoxy Color: TBD Wrestling #313, Wrestling Storage

Low VOC





Willimantic, CT




SUSTAINABLE

REV DATE


P29 Benjamin Moore Notable Dry Erase Paint, White, High Gloss

Color: TBD Whiteboard Walls: Activity Space 149, Rec

Offices #212, 213

Low VOC

P30 Benjamin Moore Ultra Spec HP D.T.M. Acrylic Enamels

Color: TBD Exposed Columns Low VOC

P31 Benjamin Moore Epoxy Color: TBD Multifunction Fitness/Activity #210,

Storage #210A

DEDUCT ALTERNATE

#4

P32 Benjamin Moore Interior Latex Color: TBD Library #130 Low VOC

P33 Insl-X Insl-X Cabinet Coat, semi-gloss Color: TBD Library #130- Base Cabinets & Wall

locations below desk

Low VOC

P34 Benjamin Moore Interior Latex Color: TBD Activity Space #149 Low VOC

P35 Benjamin Moore Epoxy Color: TBD Gymnasium Accent Wall





Willimantic, CT




SUSTAINABLE

REV DATE


PWT1 AKDO Ewall, Style: Stripes, Size: 16"x32" x 5/16" thickness, finish: matte.

GC to account for long lead time when ordering.No base on tiled walls.

Color: TBD Lobby #100 Drinking Fountain, Millwork Backsplash, Entry Accent Walls @

Womens #116, Mens #115

Grout-Laticrete, color: TBD. Installation: straight joint

Rep: Brittany Anderson203.610.0215

PWT2 Creative Materials

Riverside, size: 24"x24", Style: Portland 60G pavimento floor tile,finish: polished (if applicable)


Color: TBD Bathroom Wet Walls @ Sink wall only, Typical

Grout-Laticrete, color: TBD. Installation: TBD



Balliol, Size: 24" x 24" x 10mm thickness, Finish: polished.


Color: TBD Bathroom Wet walls @ Toilet Wall Only:

Womens #116, Mens #115




Mimesis, size: 8"x48" x 10mm thickness, finish: natural


Reception Counter Vertical Face @ Lobby

100 & 200



PWT - Porcelain Wall Tile - Division 09 Section "Tiling"





Willimantic, CT




SUSTAINABLE

REV DATE



Placid, size: 6"x7"x 10mm thickness hexagonal tile, Mix of colors.


Color 1: White MatteColor 2: Black MatteColor 3: Blue Gloss

Corridor #201 (Drinking Fountain Accent Wall), Pool Drinking Fountain



SST1 Genrose stone and Tile

Imported Stone, Windham Grey Split Face Strip Ashlar, 1.25" x 5-5/8" x 24-30" length. To match exterior stoneStacked Stone ##TRTESPRM016SFBNJ

Color: To match exterior stone

Lobby #100 Fireplace (both sides)

1 Rep: Wenonah Leonetti860.324.1744

TS1 Harris Cork Cork Wall tiles, 1/8" thickness x 23-5/8"W x 11-13/16"L, Wax coated, Installation: contact Cement, 11 tiles per boxWith Acousticork Quiet Comfort Plus Underlayment backing

Style: FleckedColor: TBD

Lobby #100 Installation Pattern: Staggered Brick

Frank Higgins Rep: Kathy Cloud:860-953-6826

TS2 Harris Cork Cork Wall tiles, 1/8" thickness x 23-5/8"W x 11-13/16"L, Wax coated, Installation: contact Cement, 11 tiles per boxWith Acousticork Quiet Comfort Plus Underlayment backing

Style: FleckedColor: TBD

Senior Center - Office Accent Walls

ADD ALTERNATE # 8 Installation Pattern: Staggered Brick

Frank Higgins Rep: Kathy Cloud:860-953-6826

SST1- Stacked Stone - Division 06 09 Section "Tiling"

TS1- Tackable Surface - Division 09 Section "Wall Coverings"

VWC- Vinyl Wallcovering - Division 09 Section "Wall Coverings"QA+M ArchitectsAugust 2019




Willimantic, CT




SUSTAINABLE

REV DATE


VWC1 DL Couch Source One Exclusive, Style: Preservation, Type II, non woven. 20.3 oz weight. 54" width, Class A fire rating

Color: TBD Activity Space #149 Accent Wall

DL Couch Rep: Sarah Farrel800.433.0790

VWC2 DL Couch Source One Specialty, Style: Inked Blossom, Type II, non-woven, 27" width, class A fire rating

Color: TBD Library #130 Accent Wall

DL Couch Rep: Sarah Farrel800.433.0790

VWC3 Surface Materials

Level Digital Wallcovering, Finish: TBD, Class A fire rating,

With CG1 cornerguards full ht. @ all corners

Color: TBD Corridor #201 Accent Wall

Rep: Nancy Royer 203.654.3995

WD1 _ Custom Curved Fireplace Mantel, Species: Walnut, Stained to match architects sample, refer to elevations for size

Stain: to match architects sample

Lobby #100, Library #130

1WD- Wood - Division 06 Section "Interior Architectural Woodwork"





Willimantic, CT




SUSTAINABLE

REV DATE


Wall System- Division 06 Section "Interior Architectural Woodwork"

WS1 Marlite Surface System MAP wall panel system, Class A fire rating. Panel Sizes: Vary. 3/4" thick panels with 1/16" Hidden horizonal and vertical reveals. Style: Signature Wood Veneer. With edge trim and outside corner. Laminate grain direction: TBD

Laminate: signature wood veneer, color: architect to select from mfg’s full range. Reveal and trim: Satin Nickel

Lobby #100, Corridor #200

ADD ALTERNATE #6

Rep: Blake Ward 443.206.6871

APC1 Armstrong Armstrong Commercial Ceilings. Style: Ultima Tegular, fine texture. Size: 24"x24"x 3/4" Thickness, with 9/16"grid

Color: white, Grid color: white

General Armstrong Rep: Amanda Carlson203.464.2682

APC2 Armstrong Ultima Health Zone, square lay in. 24"x24" tile, 5/8" thickness, 9/16" 15/16" grid

Panel color: white, Grid color: white

Kitchen & Kitchen Storage

1 Armstrong Rep: Amanda Carlson203.464.2682

APC - Acoustical Panel Ceiling - Division 09 Section "Acoustical Panel Ceiling" CEILING





Willimantic, CT




SUSTAINABLE

REV DATE


APC3 Armstrong Soundscapes Shapes #544. Hexagon acoustical Cloud. 48" x 48" x 7/8" thickness.

Custom Color Matches to Benjamin Moore. Color: 1 TBDColor: 2 TBDColor: 3 TBD

Corridor #200 Armstrong Rep: Amanda Carlson203.464.2682

AMC1 Armstrong Armstrong Metalworks Blades, Classic, Panel with caps on both ends. M15 perforations, wood finish.With Axiom curved termination piece, size: 6" height

Color: architect to select from mfg's full range of wood finishes

Library #130, Lobby #100, Platform #110C


EXP1 Sherwin Williams Dryfall, Eggshell finish Color: TBD Exposed Ceilings Low VOC

EXP2 Sherwin Williams Dryfall, Eggshell finish Color: TBD Gymnasium Exposed Ceiling

Low VOC

EXP3 Sherwin Williams

Dryfall, Eggshell finish Color: TBD Lobby #100 Trusses Low VOC 1

AMC - Acoustical Metal Ceilings - Division 09 Section "Acoustical Metal Ceilings"

HPC - High Performance Coating - Division 09 Section "High Performance Coating"

EXP - Exposed Ceilings - Division 09 Section "Painting"





Willimantic, CT




SUSTAINABLE

REV DATE


HPC1 Righter Group Tnemec Paint, to be pre-applied to all steel structure & metal decking

Color: TBD Pool Ceiling

HPC2 Righter Group Tnemec Paint, to be pre-applied to all steel structure & metal decking

Color: TBD Wrestling Room Ceiling

HPC3 Righter Group Tnemec Paint Color: TBD Pool (Walls), L.G Office

PGB1 Armstrong/ Benjamin Moore

Drywall Grid System. With Transition molding & accessories. BM Paint: Flat finish -on Gyp. Bd. Ceilings.

Paint Color: TBD General, Soffits Armstrong Rep: Amanda Carlson203.464.2682


Drywall Grid System. With Transition molding & accessories. BM paint: Flat finish -on Gyp. Bd. Ceilings.

Paint Color: TBD Fire Rated Corridors Armstrong Rep: Amanda Carlson203.464.2682

PGB3 Benjamin Moore Aura Bath and Spa Paint Color: TBD Wet Locations

PGB - Painted Gypsum Board Ceilings - Division 09 Section "Gypsum Board Assemblies"





Willimantic, CT




SUSTAINABLE

REV DATE



Drywall Grid System. With Transition molding & accessories. BM Paint: Flat finish -on Gyp. Bd. Ceilings.

Drywall Grid: WhitePaint Color: TBD

Senior Center Lobby Armstrong Rep: Amanda Carlson203.464.2682

TC1 Armstrong Armstrong tectum direct- attach #8175T10, painted in field with DryfallPrefinished, color matched to Benjamin Moore color selected by architect


Pool,Gymnasium


TC2 Armstrong Armstrong tectum custom shape cloud- hexagon tectum cloud, 60"x60" x 1-1/2"


Pool Armstrong Rep: Amanda Carlson203.464.2682

CG1 Koroseal Anodized Aluminum Corner Guards, 1/2" width. Full height of vinyl wallcovering

Color: Satin Exposed Corners of vinyl wallcovering typical

MISCELLANEOUS

CG- Cornerguard - Division 09 Section "Tiling"

CG- Cornerguard - Division 06 Section "Wall Protection"

TC1 - Tectum Direct - Division 09 Section "Acoustical Panel Ceiling"





Willimantic, CT




SUSTAINABLE

REV DATE


CG2 Schluter Schluter Quadec edge protection Color: Satin Anodized

Exposed Corners of wall tile typical

Rep: Lucia Franco203.671.0930

CG3 Marlite Surface System MAP wall panel system trim, inside & outside corners.

Color: Satin Anodized

Exposed Corners of Marlite typical

ADD ALTERNATE #6

Rep: Blake Ward 443.206.6871

Wall Protection- Division 09 Section "Wall Protection"

WP1 Wallguard.com Combination of #2130 & #2125 Wallguards. 7.75"ht & 6"ht, vinyl, with corner caps. Used at middle & base of wall, refer to elevations for mounting heights

Color: Architect to select from full range

Storage #111

WP2 Mannington Edge Effects, effectual chair rail Colors: Architect to select from full range

Corridor 101, Waiting #140


CG- Cornerguard - Division 06 Section "Interior Architectural Woodwork"

WFM- Window Film - Division 09 Section "Glazing Films"





Willimantic, CT




SUSTAINABLE

REV DATE


WFM1 Solyx Solyx Glass Finishes, Style: architect to select from mfg's full range, architect to select from mfg's full range. Size: 60"ht x 95 linear ft, 4mil face film, clear, pressure sensitive adhesive, silicone liner. Refer to Elevations for installation

Style: TBDFinish: TBD

Portion of Glass Doors:Activity Space #149



Portion of Glass Doors: Lobby #100, Waiting

140



Portion of Interior Windows: Admin 117,

Waiting #140

GR1 Galleria Stone Granite, Nilo River AJ Brown, polished, bevel eased edge typical, straight edge at Lobby 100 waterfall edge condition

Color: Nilo RiverAJ Brown

Lobby #100 countertops & Waterfall edge,

Admin #117 transaction ledge

2

Rep: Wenonah Leonetti860.324.1744

GR- Granite -Division 12 Section "Stone Countertops"





Willimantic, CT




SUSTAINABLE

REV DATE


GR2 Galleria Stone Granite, Nilo River AJ Brown, polished, bevel eased edge


Activity Space #149,Library #130 Millwork

Countertop 2




Multipurpose #110A & 110B Countertop &

backsplash

BASE BID (Countertop with 4" backsplash)ADD ALT #9(Countertop only

with ceramic backsplash)

2




Fireplace Hearth Ledge

2




Activities #132B, Dance & Fitness #132A

Countertop & Backsplash

2


HB1 Levolor Mark 1 Metal Blinds with integrated Valance, contemporary 1-3/8" slat size, with mounted P-clip

Shade color: architect to select from mfg's full range

Interior Windows: Director Office #212, Soc. Office 1 #143, Activity Coor. #118

718.729.2020

HR- Handrail- Division 10 Section "Interior Architectural Woodwork"

HB- Blinds - Division 12 Section "Horizontal Louver Blinds"





Willimantic, CT




SUSTAINABLE

REV DATE


HR1 _ Wood Handrail with metal posts: TBDNOT USED

Finish: Stained to match architect's sample

Platform #110C Handrails

1

HR2 CS Acrovyn HRWS-6C Single line handrail. Wood body with stainless steel end caps. Renaissance Real wood.Provide blocking in wall

Metal: TBDWood: architect to select from mfg's full range

Corridor #101 & 201 FCS certified wood

1

HR3 CS Acrovyn HRWS-6C Single line handrail. Wood body with stainless steel end caps. Renaissance Real wood.Provide blocking in wall

Metal: TBDWood: architect to select from mfg's full range

Stair Handrails 1

PL1 Wilsonart Phenolic backed decorative laminate, 4' x 10' sheet sizes. .9mm thick. Horizontal grade.


H./S Room #141 Countertop & Backsplash

Rep: Stacey Armstrong 860.227.1091

PL- Plastic Laminate -Division 06 Section "Interior Architectural Woodwork"





Willimantic, CT




SUSTAINABLE

REV DATE


PL2 Wilsonart Phenolic backed decorative laminate, 4' x 10' sheet sizes. .9mm thick. Horizontal grade, Grain to run vertically


Elevator Cab Rep: Stacey Armstrong 860.227.1091



Admin #117 Worksurface Countertop




Rec. Office #211 Worksurface Countertop






Willimantic, CT




SUSTAINABLE

REV DATE




Laundry & Wrestling Countertop & Backsplash,Women's Locker Room

1 Rep: Stacey Armstrong 860.227.1091



Library 130 Countertop Rep: Stacey Armstrong 860.227.1091

PL7 Chemetal Laminate, 4' x 10' sheet sizes. .9mm thick. Horizontal grade.


Parks & Rec Reception Desk


RS1 Mecho Shades Roller shades : MechoShade Systems Euroveil, Basketweave 5% Openess Factor, 5300 Series, Clutch chain operated

Fascia Color: TBD, Shade Cloth color: TBD

Typical All Exterior Windows

Greenguard certified

718.729.2020

RS- Roller Shades - Division 12 Section " Roller Window Shades"





Willimantic, CT




SUSTAINABLE

REV DATE


RS2 Mecho Shades Motorized Dual Roller Shades, Electroshade Double Shade, Sun Shade & Blackout, with Fascia


Multipurpose #110A & 110B


718.729.2020

RS3 Mecho Shades Double Shade. Manual Dual Roller Shades, Urban Shade, Sun Shade & Blackout, with Fascia


Activity Space #149 Greenguard certified

718.729.2020

RS4 Mecho Shades Motorized Roller Shades, Electroshade with daylight sensor. Sun Shade:Euroveil, Basketweave 5% Openess Factor, 5300 Series, with Fascia


Gymnasium #214, Fitness #210


718.729.2020

SS1 Dupont Corian, 3/4" x 30" x 144" sheet size. Edge: Built up, bevel eased.

Color: TBD, Group 1

Window Sills Typical

SS2 Dupont Corian, 3/4" x 30" x 144" sheet size. Edge: Built up, bevel eased.

Color: TBD, Group 7

Rec. Office Transaction Countertop

SS- Solid Surface -Division 12 Section "Simulated Stone Countertops"





Willimantic, CT


3.4 ROOM FINISH SCHEDULE

Room WallsNumber Room Name Floor Base N E S W Ceiling Notes Rev. No.

Elev #1 Elevator LVP3 _ _ _ _ _ PL2 Laminate Color

201A Stair RST1/RFT1 _ P18 P16 P16 P16 PGB2 HR3 Handrails

214A Stair RST1/RFT1 _ P28 P28 P28 P28 HPC2 HR3 Handrails

100 Lobby PC1/AR1/AR2 /EM4 RB1 P1/P3/P4 P1/P3/P4 P1/P3/P4 P1/P3/P4

EXP1/ AMC1/PGB1/ PGB3/EXP3

ADD ALT. #6- WS1SST1- Fireplace,

WD1- Mantel, GL1-Display Cabinet

BacksplashGR1- Countertop + Transaction

Ledge, PL3- Countertop,

PWT1- At Drinking Fountains, + Bathroom Entrances,

TS1- Tackboard, PWT1- Backsplash,

PWT4- At Reception Desk

1

Senior Center

Common Areas *For Purposes of the Finish Schedule, North is located Up on the Plans





Willimantic, CT



Room WallsNumber Room Name Floor Base N E S W Ceiling Notes Rev. No.*For Purposes of the Finish Schedule, North is located Up on the Plans

100A Vestibule EM3 RB1 P1 P1 P1 P1 PGB1

100B Vestibule EM3 RB1 P1 P1 P1 P1 PGB1

101 Corridor PC1 RB1 P1/P3 P1/P3 P1/P3 P1/P3 PGB3/APC1

Gallery Wall Hardware,HR2 Handrail,

WP2- Wainscot Chair Rail

110D J.C. PC1 RB1 P1 P1 P1 P1 APC1

102 Unisex Bath PTF1 PTB1 PWT2 P5 P5 P5 APC1 PWT2- Wet Wall (Full Height + Width)

103 Coat Closet PC1 RB1 P1 P1 P1 P1 PGB1

131 Electrical Closet VCT1 RB1 P1 P1 P1 P1 EXP1

105 Coat Closet PC1 RB1 P1 P1 P1 P1 PGB1





Willimantic, CT




110A Multipurpose 1 LVP1 RB4 P7/P8 P7/P8 P7/P8 P7/P8PGB1/ APC1

BASE BID: GR3 Countertop & 4" Backsplash.

ADD ALT. #9- Cabinets with GR3 countertop & CWT2

backsplash. Folding partition,

RS2- Rollershades,GR3- Granite Ledge

110A Multipurpose 2 LVP1 RB4 P7/P8 P7/P8 P7/P8 P7/P8 PGB1/ APC1

BASE BID: GR3 Countertop & 4" Backsplash.

ADD ALT. #9- Cabinets with GR3 countertop & CWT2

backsplash. Folding partition,

RS2- Rollershades,

110C Platform WF1/WST1/ RFT1 RB5 P9 P9 P9 P9 AMC1

HR1 Handrails,RFT1 Ramps & Landing,

WST1 Stair Treads with slip resistant nosing strip

111 Storage LVP1 RB4 P7/P8 P7 P7/P8 P7 APC1 WP1- Wall Protection





Willimantic, CT




112 Kitchen QTF1 QTB1 FRP1 FRP1 FRP1 FRP1 APC2 GR3-Granite Ledge

112A (Kitchen) Storage QTF1 QTB1 FRP1 FRP1 FRP1 FRP1 APC2

112B (Kitchen) Dry Storage QTF1 QTB1 FRP1 FRP1 FRP1 FRP1 APC2

113 (Platform) Storage VCT1 RB1 P1 P1 P1 P1 EXP1

114 Fire/Water SC1 RB1 P1 P1 P1 P1 EXP1

115 Womens PTF1 PTB1 P5 PWT2 P5 PWT3 APC1

116 Mens PTF1 PTB1 P5 PWT2 P5 PWT3 APC1

117 Admin CPT1 RB6 P10 P29 P12 P10 APC1

ADD ALT. #8 - TS2 Wall,RS1- Shades,

PL3- Countertop,GR1- Transaction Ledge

118 Activity Coordinator CPT1 RB6 P10 P10/TS2 P12 P10 APC1 ADD ALT. #8- TS2 Wall,

RS1 Shades

119 Storage VCT1 RB6 P10 P10 P10 P10 PGB1





Willimantic, CT




130 Library CPT3 RB3 P32 P32 P32/ VWC2 P32 AMC1/

EXP2

RS1- Shades,GL1- Cabinet Backsplash,

WD1- MantelPL6 + GR2- Countertops,

VWC2- Accent Wall

1

131 Elec. VCT1 RB1 P1 P1 P1 P1 EXP1

132A Dance & Fitness SV1 RB1 P15 P15 P15 P15 APC1/

PGB1

Mirrored Wall,Folding Partition,

GR5- Countertop & backsplash





Willimantic, CT




132B Activities SV1 RB1 P15 P15 P15 P15 APC1/PGB1

Mirrored Wall,Folding Partition,

GR5- Countertop & backsplash

133 (Activities) Storage SV1 RB1 P1 P1 P1 P1 APC1

134 (Activities) Storage SV1 RB1 P1 P1 P1 P1 APC1

135(Dance & Fitness) Storage

SV1 RB1 P1 P1 P1 P1 APC1

137(Dance & Fitness) Storage

SV1 RB1 P1 P1 P1 P1 APC1

140 Waiting Room LVP2/EMI RB6 P10 P10 P10 P10 APC1





Willimantic, CT




141H./S. Room (Health Screening)

LVP2 RB6 P13 P13 P13 P13 APC1 PL1- Countertop & Backsplash

142 H./S. Bath PTF1 PTB1 P14 P14 PWT2 P14 APC1 PWT2- Wet Wall (Full Height + Width)

143 Soc. Office 1 CPT1 RB6 P11 P10 P10/TS2 P10 APC1 TS2- ADD ALT. #8RS1 Shades

144 Office 2 CPT1 RB6 P10 P11 TS2/P10 P10 APC1 TS2- ADD ALT. #8 RS1 Shades

145 Office 1 CPT1 RB6 P11 P10 P10 P10/TS2 APC1 TS2- ADD ALT. #8RS1 Shades

146 Soc. Office 2 CPT1 RB6 P11 P10/TS2 P11 P10 APC1 TS2- ADD ALT. #8RS1 Shades





Willimantic, CT




147 Director Office CPT1 RB1 P11 P10 P10 P10/TS2 APC1 TS2- ADD ALT. #8RS1 Shades

148 Storage CPT1 RB6 P10 P10 P10 P10 APC1

149 Activity Space PC1 RB1 P34 P29 P29 VWC1 PGB1/ APC1

GR2- Countertop + BacksplashRS3- Shades

200 + 200C

Corridor + Rec Lobby PC1/EM2 RB2 P16/P18/

P19P16/P18/

P19P16/P18/

P19P16/P18/

P19APC3/EXP1

SS2- Transaction Ledge,PL4- Countertop,

LW1- Tackboard w/ Frame,PWT4 At Reception Desk,

DP1- Acrylic Signage

200A Vestibule EM3 RB2 P16 P16 P16 P16 PGB1

200B Vestibule EM3 RB2 P16 P16 P16 P16 PGB1

PARKS & RECREATION





Willimantic, CT




201 Corridor 3 PC1 RB2 P16/P17 P16 P16 P16 PGB2

210 Multifunction/ Fitness Activity RFT2 RB9 P31 P31 P31 P31 APC1

DEDUCT ALT. #4Mirrored Accent Walls

RS4- Motorized shades

210AMultifunction/ Fitness Activity Storage

RFT2 RB9 P31 P31 P31 P31 APC1 DEDUCT ALT. #4

211 Rec Office CPT2 RB7 P20 P20 P20 P20 APC1SS2- Transaction Ledge,

PL4- Countertop,P29- Whiteboard Walls

212 Director Office CPT2 RB7 P20 P29 P20 P20 APC1

212A I.T. VCT1 RB7 P20 P20 P20 P20 APC1





Willimantic, CT




213 Assistant Director Office CPT2 RB7 P21 P21 P21 P21 APC1

214 Gymnasium WAF1 RB8 P26/P27/ P34

P26/P27/ P34

P26/P27/ P34

P26/P27/ P34

TC1/EXP2/P25

Wall Crash Pads,Floor Striping & Custom Floor

Logo,RS4- Roller Shades,

P35- Accent Wall

1

215 (Gymnasium) Storage 1 WAF1 RB8 P26 P26 P26 P26 EXP1

216 (Gymnasium) Storage 2 WAF1 RB8 P26 P26 P26 P26 EXP1

217 Womens Locker Room PTF2 PTB2 P22/P23/

P24P22/P23/

P24P22/P23/

P24P22/P23/P

24 PGB3

Shower rods & curtains,Acrylic Shower surrounds,

CWT3 Shower Wall tile,Lockers- refer to finish notes

PL5- Countertop & backsplash

12





Willimantic, CT




218 Hall PTF2 PTB2 P16 P16 P16 P16 APC1

218A Family Bath PTF2 PTB2 P23 P22 P22 P22 PGB3


CWT3 Shower Wall TileLockers- refer to finish notes

2

218B Family Bath PTF2 PTB2 P22 P22 P23 P22 PGB3



2

219 Mens Locker Room PTF2 PTB2 P22/P23/

P24P22/P23/

P24P22/P23/

P24P22/P23/P

24 PGB3



2

220A Pool _ _ _ _ _ _ _ Refer to Pool Drawings for full extent of finishes





Willimantic, CT




220B Pool DeckSC3- BASE BID

PTF3- ADD ALT.

PTB2-ADD ALT. HPC3 HPC3 HPC3 HPC3 HPC1ADD ALT- PTF3

Refer to Pool Drawings for full extent of finishes

221Pool Equipment & Storage

SC3- BASE BIDPTF3- ADD

ALT.PTB2-ADD ALT. HPC3 HPC3 HPC3 HPC3 APC1

ADD ALT- PTF3Refer to Pool Drawings for full

extent of finishes

222 Lg. OfficeSC3- BASE BID

PTF3- ADD ALT.

RB2- BASE BIDPTB2- ADD

ALT.HPC3 HPC3 HPC3 HPC3 APC1 ADD ALT- PTF3

Lockers- refer to finish notes

223 Electric/Solar SC1 RB1 P1 P1 P1 P1 EXP1





Willimantic, CT




300 Lobby RFT3 RB2 P16 P16/P18 P16 P16 APC1 LW1- Tackable Wall w/ Frame

309 Bathroom PTF2 PTB2 P22 PWT2 PWT2 P22 PGB3

PWT2- Sink Wet Wall (Full Height + Width)

PWT2- Toilet Wet Wall (Full height + Width)

310 Bathroom PTF2 PTB2 PWT2 PWT2 P22 P22 PGB3

PWT2- Sink Wet Wall (Full Height + Width)

PWT2- Toilet Wet Wall (Full height + Width)

311 Laundry PTF4 PTB3 P22 P22 P22 P22 APC1

312 Storage RFT3 RB2 P16 P16 P16 P16 APC1

313 Fitness/ Wrestling Room SC2 RB2 P28 P28 P28 P28 HPC2

New Crash pads mixed with existing Crash Pads (Existing by Owner) To Be Installed Free Of

Damage By GC

Upper Level





Willimantic, CT




314 Storage SC2 RB2 P28 P28 P28 P28 EXP4

315 Storage SC3 RB2 P28 P28 P28 P28 EXP4





Willimantic, CT


A.Rev. No. Date Revision1 7/26/2019 Addendum #32 8/8/2019 Addendum #5

End of Section

3.5 REVISIONS

This section has been revised as follows:




1234567810

A

B

C

E

A.2

E.2

D.1

C.1

B.4

C.6

C.7

B.5

A.5

6.17.2

B.9

5.89.1

B.1

D

3

S3.0

1

S3.8

1

S3.4

2

S3.4

3

S3.6

3

S3.3

2

S3.3

4

S3.2

3

S3.2

3

S3.12

S3.1

1

S3.1

1

S3.0

2

S3.0

MA

TC

HLI

NE

PA

RT

B

MA

TC

HLI

NE

PA

RT

A

2

S3.2

3

S3.4

FW157TW:0"

FW104TW:0"

FW104TW:0"

FW157TW:0"

FW104TW:0"

FW157TW:0"

FW104TW:0"

FTG31T:-3'-6"B:-4'-6"

FTG31T:-3'-6"B:-4'-6"

FTG31T:-3'-6"B:-4'-6"

F5.0T:-3'-6"B:-5'-0"

F4.0T:-3'-6"B:-5'-0"

F4.0T:-1'-0"B:-2'-6"

F4.0T:-1'-0"B:-2'-6"

F4.0T:-3'-6"B:-5'-0"

F4.0T:-1'-0"B:-2'-6"

F4.0T:-3'-6"B:-5'-0"

F6.0T:-3'-6"B:-5'-0"

F7.0T:-3'-6"B:-5'-0"

F6.0T:-3'-6"B:-5'-0"

F7.0T:-3'-6"B:-5'-0"

F5.0T:-3'-6"B:-5'-0"

F4.0T:-3'-6"B:-5'-0"

F4.0T:-3'-6"B:-5'-0"

F4.0T:-3'-6"B:-5'-0"

F4.0T:-3'-6"B:-5'-0"

F4.0T:-1'-0"B:-2'-6"

F4.0T:-1'-0"B:-2'-6"

F5.0T:-1'-0"B:-2'-6"

F5.0T:-1'-0"B:-2'-6"

F4.0T:-1'-0"B:-2'-6"

F4.0T:-3'-6"B:-5'-0"

F4.0T:-3'-6"B:-5'-0"

F4.0T:-3'-6"B:-5'-0"

F4.0T:-1'-0"B:-2'-6"

F4.0T:-1'-0"B:-2'-6"

F5.0T:-1'-0"B:-2'-6"

F4.0T:-1'-0"B:-2'-6"

F4.0T:-3'-6"B:-5'-0"

F4.0T:-1'-0"B:-2'-6"

F5.0T:-1'-0"B:-2'-6"

F4.0T:-3'-6"B:-5'-0"

F5.0T:-3'-6"B:-5'-0"

F5.0T:-1'-0"B:-2'-6"

F5.0T:-5'-0"B:-6'-6"

F4.0T:-5'-0"B:-6'-6"

F8.0T:-3'-6"B:-5'-0"

F8.0T:-3'-6"B:-5'-0"

F4.0T:-3'-6"B:-5'-0"

F5.0T:-3'-6"B:-5'-0"

F5.0T:-3'-6"B:-5'-0"

FW104TW:0"

FW177TW:0"

5'-6

1/2

"

1'-3

"

7'-2

"6'

-2"

6"9'

-4"

4'-8

1/2

"10

'-3"

4'-1

"5'

-1"

14'-1

"11

"8'

-3 1

/2"

3'-8

"10

'-2"

31'-0

"

4'-10" 20'-0 1/2" 5'-0" 8'-6" 20'-1" 17'-10" 13'-10" 29'-3" 11'-2"

20'-2"

FW104TW:0"

FW104TW:0"

FW104TW:0"

FW104TW:0"

FW3424TW:0"

C.4

3

S3.1

SIM.

A2

AA

AB

A1

Z

9

Y

X

V

PROVIDE TYP. PIER REBAR UNDER COLUMN, TYP. 3 LOCATIONS

FTG41T:-3'-6"B:-4'-6"

FTG51T:-3'-6"B:-4'-6"

FTG51T:-3'-6"B:-4'-6"

FW10TW:0"

F4.0T:-3'-6"B:-5'-0"

S.F.

S.F.

S.F.

FTG41T:-1'-0"B:-2'-0"

FW10TW:0"

F7.0T:-1'-0"B:-2'-6"

MULTI-PURPOSE1

110A

MEN116

WOMEN115

KITCHEN112

SOFT CLASS /LIBRARY

130

ACTIVITIES132B

ACTIVITY SPACE149

??

ELEC.131

STO.133

STO.134

MULTI-PURPOSE2

110B

H./S. BATH142

0"

REC OFF.211

CORRIDOR 2200

0' 4' 8' 16' 24'

VEST200B

VEST.200A

REC. LOBBY200C

DANCE & FITNESS132A

L.G. OFFICE222

ELECTRIC /SOLAR

223

MULTI-FUNCTION /FITNESS ACTIVITY

210

STO.210A

H./S. ROOM141

WAITING140

UNISEX BATH102

CORRIDOR 1101

OFFICE144

OFFICE143

U

2

S3.0

SIM.

7.9

A.1

F4.0T:-1'-0"B:-2'-6"

3

S3.3

SIM.

E.1

2

S3.3

SIM.

U.9

F5.0T:-3'-6"B:-5'-0"

F5.0T:-3'-6"B:-5'-0"

F4.0T:-1'-0"B:-2'-6"

F7.0T:-1'-0"B:-2'-6"

F4.0T:-3'-6"B:-5'-0"

F6.0T:-3'-6"B:-5'-0"

F5.0T:-3'-6"B:-5'-0"

F6.0T:-3'-6"B:-5'-0"

F6.0T:-3'-6"B:-5'-0"

F4.0T:-3'-6"B:-5'-0"

FW157TW:0"

FW104TW:0"

FW157TW:0"

FW157TW:0"

FW104TW:0"

FTG31T:-3'-6"B:-4'-6"

FTG31T:-3'-6"B:-4'-6"

1

S3.6

F5.0T:-3'-6"B:-5'-0"

FW157TW:0"

FW157TW:0"TYP.

TYP.

FW197TW:0"

FW157TW:0"

TYP. TYP.

5'-4" 5'-4" F5.0T:-3'-6"B:-5'-0"

F4.0T:-3'-6"B:-5'-0"

SLAB ON GRADE 5" CONCRETEW/ WWF 6x6xW2.9xW2.9

FW157TW:0"

FW157TW:0"

4

S3.3

2

S3.8

SIM.

1'-1 1/2"

1'-8 1/2"1'-7 1/2"

1'-5 1/2"

1'-5 1/2" 2'-9 1/4"

1'-2"

1'-6 1/2"

1'-7 1/2"1'-8"

S.F.

FTG31T:-3'-6"B:-4'-6"

FTG31T:-3'-6"B:-4'-6"

1'-3 3/4"

11"

5 7/8"

11 3/4"HAUNCHED SLAB EDGE, TYP.

5

S3.3

RA

MP

RA

MP

6

S3.3

1

1'-1 1/2"

1'-1

1/2

"

1'-7 1/2"

1'-7

1/2

"1'

-7 1

/2"

1'-7 1/2"

1'-1 1/2"

1'-7 1/2"

1'-7

1/2

"

1'-7

1/2

"

1'-7

1/2

"

1'-5 1/2"

1'-7 1/2"

1'-8 1/2"

FW157TW:0"

FTG31T:-3'-6"B:-4'-6"

1'-1

1/2

"

1'-7

1/2

"

1'-7 1/2"

10 3/4" 1 5/8"15'-1 3/8"

3'-2

1/2

"

CONTROL JOINT, TYP.

(2) FLOOR DRAINS IN KITCHEN, COORD. LOCATION W/ PLMB DWGS. AND SLOPE CONCRETE SLAB TO DRAINS


3


5" Slab on Grade


5" Slab on Grade

0"

TW: 11" TW: 0"

3


N

195 Scott Swamp RoadFarmington, CT 06032

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S1.1

FOUNDATION PLAN - PART A

CONSTRUCTION DOCUMENTS

MAY 31, 2019

1762

WINDHAM SENIOR& COMMUNITY

CENTER

DEVELOPMENT OF:

WILLIMANTIC, CONNECTICUT

1/8" = 1'-0"S1.1

1 FOUNDATION PLAN - PART A

1

Revisions

1 ADDENDUM 1 06/26/2019

3 ADDENDUM 3 07/26/2019

5 ADDENDUM 5 8/8/2019

1

5

5

MW

REF.REF.

RE

F.

RE

F.

MW

1234567810

A

B

C

E

A.2

E.2

D.1

C.1

B.4

C.6

C.7

B.5

A.5

6.17.2

B.9

5.89.1

W18

X35 W16X26

W18

X35

W16X26

W10

X12

W10

X12

W10X12

W12

X16

W14X22 BF

W12X22 BF

W14X22 BF

W10X12

W14

X22

W18X35 BF W12X19 W12X19

W12

X14

W12

X14

W12

X14

W18X40W14X22

W10

X12

W10

X12

W10

X12

W10

X12

W10

X12

W10

X12

W10

X12

W10

X12

W27X84 RF +26'-4"

W10X12

W10X12

W10X12

W10X12

W10X12

W10X12

W10X12

W10X12

W10X12

W10X12

W10X12

W10X12

W12

X14

W12

X14

W12

X14

W12

X14

W12

X14

W12

X14

W12

X14

W12

X14

W12

X14

B.1

W14X22 RF +16'-6"

W16X31 +16'-6"

*0'-0

"

DW16X31 +16'-6"

W14X22 RF +16'-6"

*0'-0

"

SEISMIC JOINT

SEISMIC JOINT

W16

X26

+15'

-8 1

/2"

W16

X26

+15'

-8 1

/2"

HSS10X6X1/4RF BOT. CHORD

+16'-6 1/2"

W12

X16

+15'

-8 1

/2"

W12

X16

+15'

-8 1

/2"

W16

X26

+16'

-6"

W16

X26

+16'

-6"

W16

X26

+16'

-6"

W16

X26

+16'

-6"

W16

X26

+16'

-6"

W16

X26

+16'

-6"

W16

X26

+15'

-11"

HSS10X6X3/8 +14'-2 1/2"

*0'-0" TYP.

3

S3.0

4

S3.0

*0'-0" TYP.

1

S3.8

1

S3.4

2

S3.4

1

S3.5

3

S3.6

3

S3.3

2

S3.3

1

S3.3

4

S3.2

3

S3.2

3

S3.12

S3.1

1

S3.1

1

S3.0

2

S3.0

3

S3.7

MA

TC

HLI

NE

PA

RT

B

MA

TC

HLI

NE

PA

RT

A

MA

TC

HLI

NE

PA

RT

B

MA

TC

HLI

NE

PA

RT

A

2

S3.2

W12

X14

W12

X14

W12

X16

W12

X16

W12

X14

W12

X14

W12

X14

3

S3.4

W10X12

W10X12

W10X12

W10X12

W10X12

W8X10

+9'-10"

W16

X26

+16'

-6"

*0'-0"

*0'-0"

W8X10 CANTs LO

CF

MF

MO

NO

PIT

CH

JO

IST

, TY

P.

HSS TRUSS AT 8'-0", TYP.

PITCHED CFMF JOIST, TYP. PITCHED CFMF JOIST, TYP.

W8X

10

W8X

10

W8x10+25'-4"TYP.

W14X22

+11'-7"

W16X31

+11'-7"

W12X14

+11'-7"

W14X22

+11'-7"

W16X26 BF +11'-7" W18X35

+11'-7"

W16X26 +11'-7"

W16

X26

+16'

-6"

*0'-0"

W18

X40

+15'

-8"

HSS10X6X3/8 +16'-6" HSS10X6X3/8 RF +16'-6"

SLO

PE

DN

SLO

PE

DN

W10

X12

W10

X12

W10

X12

W10

X12

W10

X12

W10

X12

W10

X12

W10

X12

W10

X12

W10

X12

W10

X12

W10

X12

W10

X12

W18

X40

+11'

-7"

W10X12

+11'-7"

W10X12

+11'-7"

W10X12

+11'-7"

W10X12

W10X12

W10X12

W10X12

+12'-4"

+12'

-4"

W14

X22

+11'

-7"

+11'

-7"

W14

X22

+12'

-4"

W10X12

SLO

PE

DN

SLO

PE

DN

+11'

-7"

W14

X22

SLO

PE

DN

HS

S10

X6X

3/8

+14'

-6"

HS

S10

X6X

3/8

+14'

-6"

HS

S10

X6X

3/8

RF

+14'

-6"

HS

S10

X6X

3/8

RF

+14'

-6"

C.4

2

S3.5

W16

X31

BF

+12'

-4"

W16

X26

BF

+12'

-4"

3

S3.1

SIM.

A2

AA

AB

A1

W21X44

+12'-4"

Z

9

Y

X

3'-9"

4

S3.10

V

W8X10

HS

S12

X6X

3/8

EL:

+14

'-1"

MULTI-PURPOSE1

110A

MEN116

WOMEN115

KITCHEN112

SOFT CLASS /LIBRARY

130

ACTIVITIES132B

ACTIVITY SPACE149

??

ELEC.131

STO.133

STO.134

MULTI-PURPOSE2

110B

H./S. BATH142

0"

REC OFF.211

CORRIDOR 2200

0' 4' 8' 16' 24'

VEST200B

VEST.200A

REC. LOBBY200C

DANCE & FITNESS132A

L.G. OFFICE222

ELECTRIC /SOLAR

223


210

STO.210A

H./S. ROOM141

WAITING140

UNISEX BATH102

CORRIDOR 1101

OFFICE144

OFFICE143

U

2

S3.0

SIM.

HSS14X6X3/8 R

F

HSS14X6X3/8 RF

HSS14X6X3/8 RF

HSS14X6X3/8 R

F

PITCHED CFMF TRUSSESBY THE CFMF SUPPLIER, TYP.

W6X15 FULL PEN OUTRIGGERS AT COLUMNS, TYP.MATCH ROOF SLOPE

W10X12

+12'-4"

+12'

-4"

W16

X31

+11'

-7"

7.9

+12'-4"

W18X35

+11'-7"

A.1W10X12

+11'-7"

W14X22

+11'-7"

+11'

-7"

W14

X22

W14

X22

+ W

T9X

20+1

1'-7

"

+12'

-4"

W14

X22

+11'

-7"

SLO

PE

DN

SLO

PE

DN

W12X16

W14X22

W10X12

W10X12

W10X12

W10X12

W10X12

W10X12

W10X12

W10X12

*0'-0"

*0'-0"

L6X4X3/8 LLH, TYP.

L3X3X1/4 TYP.

W14

X22

BF

+12'

-4"

W18

X35

BF

+12'

-4"

W24

X55

+12'

-4"

HSS10X6X3/8 +14'-2 1/2"

W14

X22

+12'

-4"

W12

X16

BF

+12'

-4"

W12

X16

BF

+12'

-4"

W12

X16

+12'

-4"

W12

X16

BF

+12'

-4"

W12

X16

BF

+12'

-4"

3

S3.3

SIM.

W16X26 BF +12'-4"

W16X26 BF +12'-4"

2

S3.3

SIM. E.1

L6X4X3/8 LLH, TYP.

L3X3X1/4, TYP.

W10

X12

5

S3.5

W10

X12

SEE SECTION FOR SIZES

C4

PU

RLI

NS

A

T 4

'-0",

TY

P.

CF

MF

MO

NO

PIT

CH

JO

IST

, TY

P.

U.9

W8X10, TYP.

VRF-1-1WT 1,900 LBS

DOAS-1-1WT 1,900 LBS

W8X10, TYP.

VRF-1-2WT 1,900 LBS

DOAS-1-2WT 2,000 LBS

W8X10, TYP.

MAU-1WT 1,200 LBS

ROOF HATCH

3'-8

1/4

"5'

-11"

17'-6 1/2"

4

S3.4

W16

X26

+16'

-6"

*0'-0"

4

S3.1

W8X10, TYP.

TRUSS W/ HSS 10X6X1/4 BOTTOM CHORD, HSS 12X6X1/4 TOP CHORD, AND HSS 4X4X1/4

VERTICAL WEBS. SPACE TRUSS AT 7'-0" O.C. MAX. TYP. OUTSIDE OF BUILDING

PROVIDE TNEMEC AEROLON THERMAL BARRIER COATING, TYP. EACH SIDE

W12

X16

+15'

-8 1

/2"

4

S3.5

5

S3.4

6

S3.5

1

S3.6

*0'-0"

*0'-0"

W14

X22

+10'

-10"

+26'

-11

1/2"

W14

X22

+22'

-2 1

/4"

W14

X22

+22'

-2 1

/4"

W14

X30

+20'

-11

1/2"

W14

X30

+20'

-10

3/4"

+27'

-2 1

/8"

W14X22 +23'-6" W14X22 W14X22+23'-6"W14X22

*0'-0

" T

YP

.

+17'-5 5/8"

W14X22

+23'-2 1/2"

W14X22

+17'-5 5/8"

TRUSS W/ HSS 10X6X1/4 BOTTOM CHORD, HSS 12X6X1/4 TOP CHORD, AND HSS 4X4X1/4 VERTICAL

WEBS. SPACE TRUSS AT 7'-0" O.C. MAX. TYP. OUTSIDE OF BUILDING

HSS10X6X1/4RF BOT. CHORD

+16'-6 1/2"

*0'-0" *0'-0"

W16

X26

+16'

-6"

W16

X26

+16'

-6"

PROVIDE TNEMEC AEROLON THERMAL BARRIER COATING, TYP. EACH SIDE

4

S3.3

4

S3.3

40LH

13 S

P-2

*0'-0

"W14X53 +15'-2"

W8X10

W8X10

*0'-0"

TYP.

5

5

1'-9

" E

OD

1'-9

" E

OD

2'-8" EOD

2'-8" EOD

7

S3.5

7

S3.5

SIM.

4

S3.5

SIM.

NOTE:1. ALL STEEL LINTELS (ANGLES AND PLATES) AND STEEL WITHIN THE WALL CAVITY SHALL BE HOT DIPPED GALVANIZED.2. ALL STEEL BEAMS, TRUSSES, JOISTS, AND COLUMNS EXPOSED TO THE OUTSIDE AND EXPOSED IN THE POOL AND WRESTLING AREAS TO BE COATED WITH TNEMEC HIGH PERFORMANCE PAINT. COORD.W/ ARCH. SPEC., TYP.3. ALL STEEL PENETRATING BUILDING ENVELOPE TO BE COATED WITH TNEMEC AEROLON THERMAL BARRIER PRODUCT, TYP.4. ALL DECORATIVE STEEL TRUSSES ON OUTSIDE OF BUILDING AND STEEL TRUSSES ALONG CORRIDOR INSIDE THE BUILDING SHALL MEET ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS) CATEOGRY 3 REQUIREMENTS.

N


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M

S1.6

ROOF FRAMING PLAN - PART A


MAY 31, 2019

1762


CENTER

DEVELOPMENT OF:


1/8" = 1'-0"S1.6

1 ROOF FRAMING - PART A Revisions

3 ADDENDUM 3 07/26/2019

5 ADDENDUM 5 8/8/2019

3

3

5

5

5

5 5

5

5

5

5

5

5

T.O.SLAB0"

T.O.STL LOW ROOF12'-4"

6.1 7.2

3

S3.1

5'-6" 5'-6"

HSS

4X4X

1/4

30k

HS

S4X4X1/4 30k

W18X35 BF

T.O.SLAB0"


B A.2D.1 C.7 B.5 A.5

T.O.STL TRUSS BEARING16'-6"

3

S3.2

3

S3.4

HS

S4X4X1/4 7k

W18X35 BF W14X22 BF

E.1 4

S3.4

*1'-0"

CL

HSS

4X4X

1/4

10k H

SS4X4X1/4 10k

CL

1'-6" 6"

HSS4X

4X1/

4 7k

T.O.SLAB0"


2 3

2

S3.3

HSS4X4X

1/4 15k

HSS4X4X1/4 15k

EQ.EQ.W16X26 BF

T.O.SLAB0"


1234

HSS4X4X

1/4 15

k

HSS4X4X1/4 15k

W27X84 RF

W12X22 BF

8

S2.45

S3.4

T.O.SLAB0"


34


7

S2.4

W14X22 BF

8

S2.4

HSS4X4X1/4 6k

*3'-6"

T.O.SLAB0"


34


7

S2.4

HSS4X4X1/4 6k

W14X22 BF

8

S2.4

*3'-6"

T.O.SLAB0"


CB.4 C.6


1

S3.3

4

S2.4

5

S2.4

6

S2.4

HSS4X4X1/4 10k HSS4X4X1/4 10k

W12X16 BF W12X16 BF

T.O.SLAB0"


T.O.STL GYM25'-4"

CB.4 C.6

4

S2.4

5

S2.4

6

S2.4

HSS4X4X1/4 12k

W12X16 BF W12X16 BF

W14X30 W14X30

20'-1

0 3/

4"

20'-1

1 1/

2"

HSS4X4X1/4 12k

23

HSS4X4X

1/4 15

k HSS4X4X1/4 15k

W16X26 BF

D.1 C.1

11

S2.4

1

S3.5

14

S2.4

7'-9" 14'-0"

HSS4

X4X1

/4 1

5k HSS4X4X1/4 15k

W16X31 BF

67

10

S2.4

2

S3.5

HSS6X6X1/4 20k

W16X26 BF

T.O.SLAB0"


D.1C.1


14

S2.4

HSS6X6X1/4 15k

W16X26 BF

5

S3.5

T.O.SLAB0"


C B.5 B.1D


1

S3.4C.4

4

S2.4

HSS10X6X3/8 RF HSS10X6X3/8 RF HSS10X6X3/8HSS10X6X3/8

W14X22 W14X22

U/S

OF

DE

CK

= 2

6'-1

1 1/

2"

U/S

OF

DE

CK

= 2

2'-0

"

U/S

OF

DE

CK

= 2

2'-2

"

678

12

S2.4

10

S2.4

1

S3.6

HSS10X6X3/8

W14X22W14X22 W14X22

W14X22

HSS10X6X3/8 RF

U/S

OF

DE

CK

= 2

3'-6

"

U/S

OF

DE

CK

= 2

3'-6

"OUTRIGGER

OFF COL. TYP.

COORD. W/ ARCH. COORD. W/ ARCH.

T.O.SLAB0"


3

S3.0 AAABW14X22 W14X22

HSS14X6X3/8 RF

U/S

OF

DE

CK

= 2

3'-2

1/2

"

COORD. W/ ARCH. DWGS.

N


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:50

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M

S2.4

STRUCTURAL FRAMEELEVATIONS


MAY 31, 2019

1762


CENTER

DEVELOPMENT OF:


1/8" = 1'-0"S2.4

1 BRACED FRAME GRID B1/8" = 1'-0"S2.4

2 BRACED FRAME GRID 5

1/8" = 1'-0"S2.4

3 BRACED FRAME GRID A

1/8" = 1'-0"S2.4

4 BRACED/RIGID FRAME GRID C1/8" = 1'-0"S2.4

5 BRACED FRAME GRID B.41/8" = 1'-0"S2.4

6 BRACED FRAME GRID C.61/8" = 1'-0"S2.4


1/8" = 1'-0"S2.4


1/8" = 1'-0"S2.4

9 BRACED FRAME GRID E1/8" = 1'-0"S2.4

10 BRACED FRAME GRID 61/8" = 1'-0"S2.4

11 BRACED FRAME GRID C.11/8" = 1'-0"S2.4


1/8" = 1'-0"S2.4

13 RIGID FRAME GRID 11/8" = 1'-0"S2.4

14 RIGID FRAME GRID D.11/8" = 1'-0"S2.4

15 RIGID FRAME GRID A2

NOTES:1. COORD. W/ ARCH. TO PAD OUT WALL TO CONCEAL BRACES WHEN NEEDED, TYP.2. MAGNITUE OF BRACING FORCES (FACTORED LRFD), P. GIVEN ADJACENT TO BRACE SIZE. BRACING FORCE SHALL BE ASSUMED TO ACT IN EITHER DIRECTION, THUS COMPRESSION OR TENSION.

1 11

Revisions

1 ADDENDUM 1 06/26/2019

3 ADDENDUM 3 07/26/2019

5 ADDENDUM 5 8/8/2019

3

5 5

5

5

5

5

T.O.SLAB0"


SEE TYPICAL DETAIL FOR EDGE OF SLAB ON GRADE

SEE TYPICAL DETAIL FOR WALL AND FOOTING REINF. LAYOUT

6" CFMF STUD WALLBY CFMF MNFR.

SEE TYPICAL DETAIL FOR ROOF EDGE

U

TO CONC.

1'-1 1/2"

4 1/2" TO STUD

C.W

.A.

10 1/2" 1'-3" 10 1/2"

WALL TYPE: FW157O.F. VERT: #5 @ 12" O.C.O.F. HORIZ: #4 @ 12" O.C.I.F. VERT: #5 @ 12" O.C.I.F. HORIZ: #4 @ 12" O.C.

SHELF WIDTH: 7"

FOOTING TYPE: FTG31REINF LONG: (3) #4 BARS

REINF TRANS: #4 @ 16" O.C.

1'-0

"

4" EOD

2" DEFL. TRACK, TYP.

T.O.SLAB0"


AA



6" CFMF STUD WALLBY CFMF MNFR.

TO CONC.

1'-1 1/2"

4 1/2" TO STUD

C.W

.A.

10 1/2" 1'-3" 10 1/2"


SHELF WIDTH: 7"



CFMF PITCHED ROOF TRUSS AND CONNECTION TO STRUCTURE BY CFMF MNFR. PEAK OF TRUSS

(U/S OF DECK) = 23'-2.5" COORD. LOCATION OF PEAK AND SLOPE WITH ARCH. DWGS.

1'-0

"

2" DEFLECTION TRACK, TYP.


DESIGN CFMF CONNECTION FOR AN ADDITIONAL ALLOWABLE LATERAL LOAD OF 200LB/FT x TRUSS SPACING.

5

T.O.SLAB0"


A2

PREFAB GFRC ARCHITECTURAL TRUSS FIXED TO BUILDING PER

MNFR. COORD. W/ ARCH. DWGS.

6" CFMF GABLE END STUD WALL TYP. PROVIDED BY CFMF MNFR.

PITCHED TOP CHORD CFMF TRUSS, TYP.

1'-8" MAX


CFMF HEADER TO SUPPORT GABLE END WALL AND LATERAL LOAD. TYP


SHELF WIDTH: 4"


SHELF WIDTH: 7"

BEYOND



1'-0

"

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

1'-5 1/2"

1'-3"

W14X22 SLOPED

TO CONC.

1'-5 1/2"

TO CONC. BEYOND

1'-7 1/2"

5



A1

T.O.STEEL SLOPES, SEE PLANEXTEND DECK TO FACE OF BEAM FLANGE


DESIGN WALL AND CONNECTION TO HSS FOR 250.0 LB/FT ALLOWABLE LATERAL LOAD



3" EOD

N


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/201

9 4

:50

:27 P

M

S3.0

STRUCTURAL SECTIONS


MAY 31, 2019

1762


CENTER

DEVELOPMENT OF:


3/4" = 1'-0"S3.0

1 SECTION3/4" = 1'-0"S3.0

2 SECTION3/4" = 1'-0"S3.0

3 SECTION

3/4" = 1'-0"S3.0

4 SECTION

Revisions

5 ADDENDUM 5 8/8/2019

T.O.SLAB0"


5


2

S2.4

4

S3.2

EQ. DIST. TO CENTERLINE

8'-11"CL

3/8" X 12" X 4" BENT PLATE EACH SIDEW/ 1½" VERT. SLOT, (2) STD HOLES HORIZ. EACH SIDE, AND (1) 3/8" STIFFENER EACH

SIDE, EACH END, TYP.WELD ALL AROUND AFT. ADJ. TYP.

8"

CEILING LINE, COORD. W/ ARCH.

C4X7 PURLINS AT 4'-0" O.C. TYP.FILLET WELD EACH SIDE TO HSS

HSS9X3X1/4 TOP CHORD W/ HSS6X3X1/4 WEBS TYP.



C.W

.A.

1'-0

"

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


SHELF WIDTH: 4"



10 7/8"

2'-8"

TO CONC.

1'-5 1/2"

TO CONC. BEYOND

1'-7 1/2"

U/S OF DECK 22'-6 1/2"

6" 4'-0

"

10°

10°


2'-5" TYP.

2" TYP.

3"

GROOVE WELD ALL AROUND, AESS CATEGORY 2, TYP.

1'-0

"

DECORATIVE 2" ROUND STEEL PIPE

5

T.O.SLAB0"


A.5



SHELF WIDTH: 4"





C.W

.A.

HSS, SEE PLANCOORD. ELEVATION W/ STOREFRONT, TYP.CENTER BEAM IN STUD WALLPROVIDE SEAT FROM COLUMN FOR SUPPORT.

HSS SCISSOR TRUSS, TYP. INSIDE

SEE TYP. CHANGE OF DECK DIRECTION DETAIL, TYP.

HSS "STRAIGHT WEB" TRUSS AT 7'-0" O.C. MAX, TYP. OUTSIDE

7 1/2"

1'-0

"

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

T.O.SLAB0"


D


SHELF WIDTH: 7"





GLASS OPENING WIDER THAN 8'-0" TYP.

TO STUD6 1/2"

TO CONC.

1'-3 1/2"

1'-0

"

10 1/2" 1'-3" 10 1/2"

10 1/2" TO STUD

3/8" STIFF PLATE WITH 1½" HORIZ. SLOTS AND WT5X20 HANGER AT ENDS AND AT MIDPSPAN

L3X3X1/4 KICKER AT EACH HANGER, TYP. KICK BACK TO L6X4X3/8 LLH BETWEEN BEAMS, TYP.

CONT. GALV. 3/8" PLATE

CONT. L6X4X3/8 LLV WITH 1½" VERT. SLOTS

WELD AFT. ADJ.

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S3.2

STRUCTURAL SECTIONS


MAY 31, 2019

1762


CENTER

DEVELOPMENT OF:


3/4" = 1'-0"S3.2

3 SECTION3/4" = 1'-0"S3.2

4 SECTION

Revisions

5 ADDENDUM 5 8/8/2019

3/4" = 1'-0"S3.2

2 SECTION

T.O.SLAB0"


1



BOTTOM BEARING CFMF SCISSOR TRUSS AT PEAK, TOP BEARING AT EDGE, TYP.

SLOPING W14X22

1'-8" MAX


PREFAB GFRC ARCHITECTURAL TRUSS FIXED TO BUILDING PER MNFR. COORD. W/ ARCH. DWGS.

CFMF HEADER TO SUPPORT GABLE END WALL GRAVITY LOAD.

WALL BRACED BACK TO HSS WITH 2" SLOTTED CONNECTION TO RESIST

LATERAL LOAD

F.O. BRICK AT WRAP

1'-7 1/2"

BRICK WRAP FOUNDATION, STEEL COLUMN PIER,

AND FOOTING BEYOND

TO CONC. AT GLASS

1'-5 1/2"

CFMF WALL BETWEEN TRUSSES AND TRUSSES BEARING SEATS TO TRANSFER SHEAR LOAD, SEE SECTION

TO GLASS

7 1/2"

5

T.O.SLAB0"



E.1




HSS, SEE PLANCOORD. ELEVATION W/ STOREFRONT, TYP.PROVIDE SEAT FROM COLUMN FOR SUPPORT

HSS SCISSOR TRUSS AT 8'-0" O.C., TYP. INSIDE

SEE TYP. CHANGE OF DECK DIRECTION DETAIL, TYP.


SHELF WIDTH: 4"



HSS "STRAIGHT WEB" TRUSS AT 7'-0" O.C. MAX, TYP. OUTSIDE

TO CONC.

1'-5 1/2"

1'-0

"

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

7 1/2"

10 7/8"

T.O.SLAB0"

5

2

S2.4

3/8" X 12" X 4" X 6" WIDE BENT PLATE EACH SIDE W/ 1½" VERT. SLOT, (2) STD HOLES

HORIZ. EACH SIDE, EACH END, AND (1) 3/8" STIFFENER EACH SIDE, TYP.

WELD ALL AROUND AFT. ADJ. TYP.

8"

CEILING LINE, COORD. W/ ARCH.






SHELF WIDTH: 4"

1'-0

"

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

TO CONC.

1'-5 1/2"

TO GLASS

7 1/2"

TO CONC. BEYOND

1'-7 1/2"

2'-8"

10 7/8"

SEE INFORMATION IN SECTION 3/S3.2


5


HSS5X5X1/4 POST UPSEE TYP. DETAIL FOR BASEPLATE CONNECTION

CONT. SLOPED L4X4X1/4 TO SUPPORT DECK EDGE, TYP.

10 7/8" TYP.

2'-8"

SEE INFORMATION IN SECTION 3/S3.2

T.O.STL GYM25'-4"

C


4

S2.4

PREP FLANGE FOR FOLDING PARTITION ATTACHMENT.

TOP CHORD BEARING MONO PITCHED CFMF TRUSS

U/S OF DECK 26'-11 1/2"

N


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S3.4

STRUCTURAL SECTIONS


MAY 31, 2019

1762


CENTER

DEVELOPMENT OF:


3/4" = 1'-0"S3.4

1 SECTION3/4" = 1'-0"S3.4

2 SECTION3/4" = 1'-0"S3.4

3 SECTION

3/4" = 1'-0"S3.4

4 SECTION

3/4" = 1'-0"S3.4

5 SECTION

Revisions

3 ADDENDUM 3 07/26/2019

5 ADDENDUM 5 8/8/2019

3


6


10

S2.4

4 1/2" TO STUD

CFMF PITCHED ROOF TRUSS AND CONNECTION TO STRUCTURE BY CFMF MNFR. PEAK OF TRUSS (U/S OF DECK) = 23'-6.5" COORD. LOCATION OF PEAK AND SLOPE WITH ARCH. DWGS.

SLOPED CONT. L6X4X3/8 TO SUPPORT DECK EDGE.





5


C.1


T.O.STL LOWEST ROOF11'-7"

CFMF TRUSS, TYP.

6" CFMF GABLE END STUD WALL TYP. PROVIDED BY CFMF MNFR.DESIGN WALL AND TOP AND BOTTOM CONNECTION FOR 260.0 LB/FT ALLOWABLE IN-PLANE LATERAL SHEAR LOAD AT BRACED FRAMES.

HOLD DECK BACK AT BRACED FRAME BEAM AND FASTEN TO 3/8" PLATE

CONT. 3/8" PLATE

1'-8" MAX.


8


12

S2.4

CFMF PITCHED ROOF TRUSS AND CONNECTION TO STRUCTURE BY CFMF MNFR. PEAK OF TRUSS (U/S OF DECK) = 23'-6.5" COORD. LOCATION OF PEAK AND SLOPE WITH ARCH. DWGS.

SLOPED CONT. L6X4X3/8 TO SUPPORT DECK EDGE.




5 3/8" TO STUD


5

7


PREP BOTTOM FLANGE FOR FOLDING PARITION. BEAM SIZE AND ELEVATION SUBJECT TO CHANGE DUE TO FOLDING PARITION REQUIREMENTS. CONTRACTOR TO COORDINATE WITH FOLDING PARTITION SHOP DRAWINGS PRIOR TO FABBRICATION AND INSTALLATION

CFMF PITCHED ROOF TRUSS AND CONNECTION TO STRUCTURE BY CFMF MNFR.

45


2'-8" 8'-11" 8'-11" 2'-8"

HSS12X6X1/4 TOP CHORDS

HSS4X4X1/4 WEBS

HSS10X6X1/4 BOTTOM CHORD

CONT. GALV. 3/8" X 11" PLATE, EACH SIDE, TYP.

CAP OPEN ENDS WITH 1/4" PLATE, TYP.

GROOVE WELD ALL AROUND, AESS CATEGORY 3 FOR OUTER TRUSSES, AESS CATEGORY 2 FOR OTHERS, TYP.

COORD. W/ ARCH. COORD. W/ ARCH.

U/S OF DECK 22'-6 1/2"

9 1/

2"

3/8" X 9½" X 4" X 6" WIDE BENT PLATE EACH SIDE W/ 1½" VERT. SLOT, (2) STD HOLES HORIZ. EACH SIDE, EACH END,

AND (1) 3/8" STIFFENER EACH SIDE, TYP.WELD ALL AROUND AFT. ADJ. TYP.

PROVIDE HIGH PERFORMANCE PAINT TO MATCH TRUSS COATING

WF GIRDER, SEE PLAN.PROVIDE HIGH PERFORMANCE PAINT TO

MATCH TRUSS COATING

5


U/S OF DECK 22'-6 1/2"

SEE SECTION 4/S3/5 FOR ADDITIONAL

INFORMATION

PROVIDE ARCHITECTURALLY EXPOSED MOMENT CONNECTION FROM HSS BOTTOM CHORD TO COLUMN, EACH END.

PROVIDE ARCHITECTURALLY EXPOSED CANTILEVER OUTRIGGER CONNECTION FROM COLUMN TO HSS OUTRIGGER

N


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S3.5

STRUCTURAL SECTIONS


MAY 31, 2019

1762


CENTER

DEVELOPMENT OF:


3/4" = 1'-0"S3.5

1 SECTION3/4" = 1'-0"S3.5

2 SECTION3/4" = 1'-0"S3.5

5 SECTION

3/4" = 1'-0"S3.5

6 SECTION

Revisions

5 ADDENDUM 5 8/8/2019

3/4" = 1'-0"S3.5

4 SECTION

3/4" = 1'-0"S3.5

7 SECTION

5

5

T.O.SLAB0"


D

5'-8 1/4"

8" 0"

3/8" STIFF PLATE WITH 1½" HORIZ. SLOTS AND WT5X20 HANGER AT ENDS AND THIRD POINTS, TYP.

L3X3X1/4 KICKER AT EACH HANGER, TYP. KICK BACK TO TOP FLANGE OF ADJACENT BEAM, SEE PLAN

CONT. GALV. 3/8" PLATE

CONT. L6X4X3/8 LV WITH 1½" VERT. SLOTS WELD

AFT. ADJ.


SHELF WIDTH: 4"



1'-0

"

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

TO CONC.

1'-3 1/2"

T.O.SLAB0"

D.1


TO GLASS

7 1/2"

CFMF SCISSOR TRUSS, TYP.

SLOPING W14X22

PREFAB GFRC ARCHITECTURAL TRUSS FIXED TO BUILDING PER MNFR. COORD. W/ ARCH. DWGS.


CFMF HEADER TO SUPPORT GABLE END WALL AND LATERAL LOAD. TYP

1'-8" MAX

COORD. W/ ARCH.

TO CONC.

1'-5 1/2"

1'-0

"

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


SHELF WIDTH: 4"

5

N


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S3.6

STRUCTURAL SECTIONS


MAY 31, 2019

1762


CENTER

DEVELOPMENT OF:


3/4" = 1'-0"S3.6

3 SECTION3/4" = 1'-0"S3.6

1 SECTION

1

Revisions

1 ADDENDUM 1 06/26/2019

5 ADDENDUM 5 8/8/2019

5

SECTION REMOVED

DETAIL A

END SUPPORT (DECK PARALLEL TO SPAN)

END SUPPORT (DECK PERPENDICULAR TO SPAN)

#4@12"O.C. TOP

MEMBER PERPENDICULAR

TO DECK SPAN.

WHEN "X" ≤ 12" PROVIDE POUR STOP @ EDGE OF SLAB. WHEN "X" > 12" SEE DETAIL A. (SHORE AS

REQUIRED. FOR ALL EDGES PROVIDING SUPPORT OR

LATERAL TIE FOR RAILINGS, CURTAIN WALLS, ELEVATOR SILL ANGLES AND BRICK RELIEFING

ANGLES, SEE DETAIL A. (SHORE AS REQUIRED)

MEMBER PARALLELTO DECK SPAN.

(1) - #5 CONT. LAP

AT CORNERS

(3 ) - #5 BOTTOM (2 - BOT. IN RIB)(SEE DETAIL @ OPENINGS).

CONT. CHAIRS SUPPORTINGW.W.F. REQ'D. OVER ALL BEAMS(TYP)

STEEL DECK

#4 @12"O.C.TOP

CELL CLOSURE

1-#5 CONT. LAPAT CORNERS.

3/8" BENT PLATE SHORE AS REQ'D. FROM E.O.S. TO CL OF BEAM

3/4" x 6" LONG STUD @ 18" O.C.

3/16" 3"@12

WHEN "X" >12" OR AT ALL RAILINGS, CURTAIN WALLS,AND ELEVATOR SILL ANGLES (UON) ON PLANS,

SECTIONS, ETC.

DECK PARALLEL OR PERPENDICULAR TO MEMBER

WHEN "X" ≤ 12" PROVIDE POUR STOP @ EDGE OF SLAB. WHEN "X" > 12" OR FOR ALL RAILINGS, CURTAIN WALLS, AND ELEVATOR SILL ANGLES, SEE DETAIL A. (SHORE AS REQ'D)

CLTYP.

NOTES:

A. UNFRAMED OPENINGS TO BE BLOCKED OUT WITH FORMWORK. DECK SHALL BE CUT AFTER CONCRETE HAS CURED.B. SHEAR CONNECTORS NOT SHOWN FOR CLARITY. (TYP)

1. FAN TAIL ALL SPANDREL REINFORCING AT CORNERS.2. DISCONTINUE GIRDER REINFORCING AT AREAS WHERE THE SPANDREL REINFORCING AND THE GIRDER REINFORCING OVERLAP.3. WELDED WIRE FABRIC TO BE PROVIDED IN SHEETS.4. WELDED WIRE FABRIC TO BE LAPPED TWO (2) FULL MESH PANELS AND TIED SECURELY.5. PROVIDE ONE (1) - #4 BAR BY 4'-0" LONG AT ALL RE-ENTRY CORNERS.6. PROVIDE SIMILAR SLAB EDGE REINFORCING AT ALL SLAB EDGE OPENINGS AND PENETRATIONS.7. SHORE BENT PLATE AS REQ'D WHILE PLACING CONCRETE.

SE

E P

LAN

"X" 3'-0" MIN.

3/4"

TY

P.

NOTE A "X"3'-0" MIN.

X

X X X X X XX X XXXXX

"X" > 12"

X X X

MECH ROOFTOP UNIT

PREFABRICATED SUPPORT CURB BY RTU MANUFACTURER, FASTEN

TO BLOCKING PER RTU MNFR

STEEL BEAM LOCATED UNDER PERIMETER OF UNIT, SEE PLAN

FINISHED ROOF

CONTINOUS 1½" METAL ROOF DECK OVER SUPPORTING STEEL

PRESSURE TREATED 2X4 WOOD BLOCKING IN EACH VALLEY UNDER RTU

3" TYP.

PRESSURE TREATED 2X8 WOOD BLOCKING, MAX 6" HIGH. THRU BOLT W/ 1/2" DIAMETER BOLT TO WIDE FLANGE AT 16" O.C. ALTERNATING SIDES. NUT UNDERSIDE

MA

X

6"

AT DUCT PENETRATION PROVIDE ANGLE FRAMING AND CLIPS PER TYP. ROOF OPENING SECTION.

ANGLE FRAME SEESCHEDULE FOR SIZE

BEAM OR JOISTSEE PLAN (TYP.)

AA

L6x4x3/8 (TYP.)CLIP ANGLE

9/16" DIA HOLES @ 12" O.C. FOR WOOD BLOCKING

OPENING 8" THROUGH 96"

SPAN

UP TO 4'-0"

4'-0" TO 6'-0"

6'-0" TO 8'-0"

ANGLE SIZE

L5x3-1/2x5/16

L5x5x5/16

L5x5x3/8

ROOF OPENING

NOTES:1. SEE ARCH. AND MECH. DWGS FOR SIZE AND LOCATION OF ALL ROOF PENETRATIONS2. PROVIDE SUPPORT FRAMES FOR ALL OPENINGS 8" OR GREATER IN SIZE.3. WHEREVER POSSIBLE LOCATE SUPPORT POINTS OF FRAMES OVER TOP CHORD PANEL POINTS SEE JOIST REINFORCING DETAIL

OPENING 6" THROUGH 8"2 FLUTES MIN TO REMAIN BETWEEN

OPENINGS

22 GAGE GALV. STEEL PLATE FASTENED TO DECK FLUTES

TOP OR BOTTOM

SECTION "A-A"

ANGLE FRAME SEE SCHEDULE FOR SIZE

1/4"

SPAN

5/8" DIA. PUDDLE WELD 36/7 PATTERN

SIDE LAP FASTENERS: #10 TEK SCREWS - 2 PER SPAN MIN., NOT TO EXCEED 24" O.C.FASTEN ALONG PERIMETER OF STRUCTURE TO SUPPORTS AT 6 INCHES ON CENTER, TYPICAL.

36" COVERAGE

FRAMED OPENINGS UNFRAMED OPENINGS

10'-0" MAX.3'

-0"

2'-0

"

6'-0

"

MA

X.

3'-0

"

MA

X.

TYP

6"

2'-6

"

W8x

10

(2)-#5 EACH SIDE OF OPENING PERPENDICULAR TO RIB

W8x10

OPENING OPENING

W8x10

STRUCTURAL STEELMEMBER.

STRUCTURAL STEELMEMBER.

NO OPENINGSIN THIS AREA

(3)-#5 EACH SIDEPARALLEL TO RIB(2 IN BOT. OF FLUTE)

NO OPENINGSIN THIS AREA

W8x

10

(DECK PARALLEL TO SPAN)INTERIOR BEAM OR GIRDERCHANGE IN DECK DIRECTION

EQUALEQUAL

3/4"

EQUAL

CLE

AR

(TY

P)

EQUAL

GAP

NOTES:A. FILLER STRIP REQUIRED WHERE DECK RIB INHIBITS CONNECTION OF COMPOSITE DECK AND/OR SHEAR CONNECTORS TO BEAM FLANGE.B. DECK MUST BE IN CONTACT WITH BEAM ON ONE SIDE TO PROVIDE ADEQUATE BRACING OF BEAM.

CELL CLOSURE

MEMBER PERPENDICULAR TO DECK SPAN.

#4x6'-0" LONG. @ 12"O.C. TOP (U.O.N. ON PLAN)

0" TO 5"

FILLER STRIP SIZE

CONT. CHAIR @ ALL BEAMS (TYP)

7 1/2" TO 9"

5" TO 7 1/2"

GAP

14

20

16

GAGE

STEEL DECK

#4 x 6'-0" LONG. @ 12" O.C. TOP AT GIRDERS TYP. U.O.N. AND #4 x 3'-0" LONG @ 12" O.C. AT BEAMS TYP. U.O.N.

BEAM OR GIRDER

FILLER STRIP TACK WELDED TO BEAM FLANGE AND DECK @ 24"O.C.

X X X X X X X X X X X X X X X

#10 TEK @ 6" O.C. TYP.

18 GAUGE SHEET

JOINT PARALLEL TO RIBS

W.W.F.

JOINT LOCATED @1/4 OF BEAM SPAN.

#4 @ 24" O.C.

1'-6" 1'-6"

1 1/

4" T

YP

.

X X X X X

JOINT PERPENDICULAR TO RIBS

W.W.F.

JOINT LOCATED @1/4 OF BEAM SPAN.

#4 @ 24" O.C.

1'-6" 1'-6"

2" T

YP

.

X X X X X

TYPICAL LONGITUDINAL SPACING OF SHEAR STUDS

SECTION AT BEAMS PERPENDICULAR TO DECK

SECTION AT BEAMS PARALLEL TO DECK

1/2"

SE

EP

LAN

12"

MIN. MIN.

4 1/2"

1-1/

2"M

IN

MIN

3" MIN. SPACINGWHEN PLACED IN

PAIRS (TYP)

RIBS NOT CENTERED

TOP OF STEEL

TOP OF SLAB

NOTES:1. ( ) INDICATES NO. OF SHEAR CONNECTORS PER MEMBER ON FRAMING PLANS.

2. WHEN THE QUANTITY OF STUDS EXCEEDS THE QUANTITY OF AVAILABLE RIBS, THEN THE EXCESS QUANTITY OF STUDS SHALL BE PLACED IN PAIRS STARTING AT EACH END OF THE BEAM.

3. IT IS THE INTENT THAT THE STUDS SHALL BE UNIFORMLY SPACED ALONG THE FULL BEAM LENGTH, OR PORTION OF BEAM AS INDICATED ON PLAN, ON THE CENTERLINE OF WEB, UNLESS THE QUANTITY OF STUDS EXCEEDS THE MIN. SPACING, IN WHICH CASE STUDS WILL BE UNIFORMLY SPACED IN PAIRS STARTING AT EACH END.

16 GA. CLOSURE PLATES

3/4" DIA. x4-1/2" LONG-HEADED STUD SHEAR CONNECTORS AUTOMATICALLY WELDED TO BEAMS.

RIBS CENTERED

SIDE LAP FASTENERS: MECHANICALLY FASTEN SIDE LAPS - 2 PER SPAN MIN., NOT TO EXCEED 24" O.C.FASTEN ALONG PERIMETER OF STRUCTURE TO SUPPORTS AT 12 INCHES ON CENTER, TYPICAL.

3/4" DIA. PUDDLEWELD 36/4 PATTERN

36" COVERAGE

#10 TEK @ 6" O.C. TYP.

18 GAUGE SHEET

1/4" X EOD LENGTH CONT. STEEL PLATE, TYP. AT DECK

OVERHANG IN WEAK DIRECTION

GRID GRID

EOD, SEE PLAN EOD, SEE PLAN

GRID

AT SLOPED DECK IN STRONG DIRECTION PROVIDE CONT. PROPPED 1/4" PLATE ATOP BEAM FLANGE TO MATCH DECK SLOPE. DROP TOP OF STEEL AS REQ'D. ELEVATIONS PROVIDED ON DRAWINGS ARE UNDERSIDE OF DECK. PROP WITH CONT. STEEL BAR OR TRIMMED ANGLE LEG.

N


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S5.3

TYPICAL STEEL DECK DETAILS


MAY 31, 2019

1762


CENTER

DEVELOPMENT OF:


3/4" = 1'-0"1

TYP. SLAB OPENING AND EDGECONDITION

3/4" = 1'-0"2

TYP. ROOFTOP MECHANICAL UNITCURB SUPPORT DETAIL

3/4" = 1'-0"3

TYP. ROOF OPENING SECTION

3/4" = 1'-0"4

TYP. ROOF DECK FASTENING LAYOUT

3/8" = 1'-0"5

TYP. PLAN OF REINFORCEMENT ATOPENINGS IN SLABS ON STEEL DECK

3/4" = 1'-0"6

TYP. DETAILS OF SUPPORTED SLABSON STEEL DECK

3/4" = 1'-0"7

TYPICAL DECK VALLEY DETAIL

3/4" = 1'-0"8

TYP. CONSTRUCTION JOINT DETAIL ATSUPPORTED SLABS ON STEEL DECK

3/4" = 1'-0"9

TYP. COMPOSITE METAL DECK DETAIL

3/4" = 1'-0"10

TYP. COMPOSITE FLOOR DECKFASTENING LAYOUT

3/4" = 1'-0"11

TYPICAL CHANGE IN DECK DIRECTIONDETAIL

3/4" = 1'-0"12

TYPICAL ROOF EDGE

Revisions

5 ADDENDUM 5 8/8/2019

5

POOL EQUIPMENT& STORAGE

224

GYM STORAGE 1215

GYMNASIUM214

CORRIDOR 3201

REC OFF.211

DIR. OFF.212

CORRIDOR 2200

ACTIVITIES132B

DANCE & FITNESS132A

H./S. BATH142

OFFICE144

PAR

T B

81011121314

B

D

Z

W

U.9

I.T.211A

C.1

REC. LOBBY200C

W. LOCKER217

H./S. ROOM141

VEST200B

ASSIST. DIR. OFF.213

VEST.200A

CORRIDOR 1101

EXP2 - EXPOSED CEILINGP25- PAINTED DUCTS

8' - 4"

9' - 0"

9' - 0"

8' - 0"

8' - 0"

8' - 0"

9' - 0"

EXP1

EXP1

9' - 0"

APC1

APC1

APC1

PGB2

PGB3

APC1

PGB3PGB3

APC1

8' - 0"

APC1

PGB3

SOFFIT (MEZZANINE OVERHANG) SOFFIT (MEZZANINE OVERHANG)

9' - 0"

PGB1

HPC1

PGB1

8' - 0"

TC1(APPLIED TO STRUCTURE ABOVE)

15' - 10"

8' - 0"

PGB2

U

V

VERTICAL ACOUSTIC TECTUM PANELS (INSET IN WEBS OF TRUSSES ABOVE - SEE DETAIL)

PAR

T A

PAR

T B

PAR

T A

GYM CURTAIN / DIVIDER (REF. SPEC. & PLANS)

PGB1PGB1

9' - 2"

PGB1

ELEVATOR

PG

B2

APC3/EXP1

UN

DER

SID

E O

F ST

AIR

WALL-MOUNTED INDIRECTNATATORIUM LIGHT FIXTURES (ASYX 2.0 - ASYMMETRIC LUMINAIRES)

9' - 0"

ALWRPD02 - POLYGON BEYONDSUSPENDED PENDANT LIGHT FIXTURES. (SIMILAR FIXTURE, WET-LOCATION RATED)

ELEVATION OF EACHSUSPENDED CLOUD VARIES. (REF. DWGS)

ALWRPD02 - POLYGON BEYONDSUSPENDED PENDANT LIGHT FIXTURES.

10' - 6"

SPR

INK

LER

TO

BE

U

ND

ERS

IDE

STA

IR

7.2

B.4

B.9

A.5

3' - 8"

9.1 7.910.815

X

Y

A.1

B.5

UNISEX BATH102

PGB3

GYM STORAGE 2216

M. LOCKER219

FAMILY BATH218A

FAMILY BATH218B


210

APC1

L.G. OFFICE222

STO.210APOOL

220A

HALL218

7' - 6"

9' - 0"

PGB3

PENDANTS ABOVE DESK

TRACK FOR WALL RECESSED SIDE FOLDING GRILLE, REFER TO SPEC

13' - 0"

9' - 0"

8' - 0"

PGB1

5A2.10

5A2.10

5A2.10

3

A2.10

7A2.10

9

3

SKA-009

TYP

3SKA-009

TYP

5

3

3

TECTUM PANELS, SEE SPEC.

CEILING LEGENDCODE DESCRIPTION

ARMSTRONG; ULTIMA #1912, 2'X2' TILE , 3/4" THICK, 9/16" GRID

APC1

ARMSTRONG; HEALTH ZONE, SQUARE LAY IN2X2 TILE, 5/8" THICK, 15/16" GRID

APC2

EXPOSED CEILING, DRYFALL, COLOR TBD.EXP1

ARMSTRONG; DRYWALL SUSPENSION GRID SYSTEM. 5/8" GYPSUM WALL BOARD, PAINTED, COLOR TBD.PGB1

ARMSTRONG; METALWORKS BLADES - CLASSIC, PANEL WITH CAPS ON BOTH ENDS, M15 PERFORATIONS, COLOR: ARCHITECT TO SELECT FROM MANUF. FULL RANGE.

AMC1

APC3

ARMSTRONG; SOUNDSCAPES SHAPES # 5444; HEXAGON ACOUSTICAL CLOUD, 48"X 48"X 7/8", COLOR 1: CUSTOM COLOR , COLOR: 2: CUSTOM COLOR, COLOR 3: CUSTOM COLOR (CUSTOM COLORS TO MATCH BENJAMIN MOORE SAMPLE)

TC1 ARMSTRONG; TECTUM DIRECT - ATTACH # 8175T10; COLOR1, COLOR 2, COLOR 3 ALL TO MATCH BENJAMIN MOORE PAINT COLOR, PAINTED IN FIELD

TC2

ARMSTRONG; TECTUM CUSTOM SHAPE CLOUD; HEXAGON TECTUM CLOUD, 60"X 60"X 1 1/2", COLOR1, COLOR 2, COLOR 3 ALL TO MATCH BENJAMIN MOORE PAINT COLOR.

ARMSTRONG; DRYWALL SUSPENSION GRID SYSTEM. 2HR RATED CEILING (UL415 - SYSTEM B)1" TYPE C GWB, C-H CHANNEL, (2) LAYERS TYPE C GWB

PGB2

EXP2

EXP3

EXPOSED CEILING, DRYFALL, COLOR TBD.

EXPOSED DUCT WORK ACCENT, PAINTED, COLOR TBD.

5/8" GYPSUM WALL BOARD, MILDEW RESISTANT PAINT, COLOR TBD.

PGB3

EXP4 EXPOSED CEILING, TNEMEC, COLOR TBD.

HPC1

HPC2

TNEMEC PAINT / COATING - REFER TO FINISH SCHEDULE

TNEMEC PAINT / COATING - REFER TO FINISH SCHEDULE

3

3

3

N


qamarch.com

Issue Dates:

Project #:



AB

KEY PLAN

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A2.2

FIRST FLOOR RCP - PART B

CONSTRUCTION DOCUMENTSMAY 31, 2019

1762


CENTER

DEVELOPMENT OF:


1/8" = 1'-0"A2.21 FIRST FLOOR RCP - PART B

Revisions

3 ADDENDUM 3 07/26/195 ADDENDUM 5 08/08/19

9 1/2"

9"

1 1/2"

1-9/16" x 9-7/8" x 57-3/16" HAND PICKED WALNUT. BASIS OF DESIGN: MFG: BELLFOREST EXOTIC WOODS #69639. WOOD FLOATING MANTEL CUT ON CURVE TO MATCH FIREPLACE RADIUS, FINISH: TBD, STAINED TO MATCH ARCHITECTS SAMPLE.

PROVIDE 2X WALL BLOCKING FOR FLOATING SHELVES, TYPICAL

STEEL ROD DOWEL, HIDDEN SHELF SUPPORT, TYPICALSST1-(SMALL MOSAIC) STACKED STONE APPLIED TO CURVED FACE, REFER TO FINISH SCHEDULE FOR PRODUCTTHIN SET

1/2" THICK CEMENT BOARD

2x4 WALL CLEATS LOCATED WITHIN FLOATING SHELF FOR ADDED SUPPORT ON CURVED SURFACE

CONSTRUCTION ADHESIVE, TYPICAL1 1

/2"

SST1-(SMALL MOSAIC) STACKED STONE APPLIED TO CURVED FACE, REFER TO FINISH SCHEDULE FOR PRODUCT

GYPSUM WALLBOARD

CFMF BACK-UP

WOOD VENEER (FACE) ON CURVED RADIUS TO MATCH FIREPLACE WALL RADIUS. FINISH TO MATCH WALNUT WOOD BOX SHELF

Drawn By:Project #:

Sheet #:

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ADDENDUM 5

08/08/19

SKA-0081762

FIREPLACE MANTEL

WINDHAM SENIOR &COMMUNITY CENTER

DEVELOPMENT OF:

1 JILLSON SQUARE - WILLIMANTIC,CONNECTICUT ESR

3/4" = 1'-0" 1MILLWORK - FIREPLACE MANTEL

5

ACCESSIBLE SHOWER HEAD &

CONTROLS, REFER TO PLUMBING SCHEDULE

7' - 0

"

3' - 4"

CWT3- CERAMIC WALL TILE SHOWER, TYPICAL

FULL PERIMETER

20

COVED TILE WALL BASE

CURTAIN ROD MOUNTED TO WALL

SLOPE FLOOR 1/4" PER FOOT TO DRAIN

FULL PERIMETER GRAB BAR

2' - 1

0"

TILE CONDITION TYPICAL ALL WALLS

METAL SCHLUTER TRIM @ TILE TERMINATION TYPICAL, CORNERS TO BE MITERED

PAINTED

TYPICAL SHOWER HEAD & CONTROLS, REFER TO PLUMBING SCHEDULE

21

7' - 0

"

3' - 0"

CWT3- CERAMIC WALL TILE SHOWER, TYPICAL FULL PERIMETER

COVED TILE WALL BASE

DASHED LINE INDICATES CURTAIN ROD MOUNTED TO WALL

SLOPE FLOOR 1/4" PER FOOT TO DRAIN

TILE CONDITION TYPICAL ALL WALLS

ROBE HOOK MOUNTED OUTSIDE

OF SHOWER, TYPICAL

PAINTEDMETAL SCHLUTER

TRIM @ TILE TERMINATION

TYPICAL, CORNERS TO BE MITERED

195 Scott Swamp Road Farmington, CT 06032

www.qamarch.com

Revison:

Sheet Description:

Project #:

Scale:

Drawn By:

Sheet #:

1/2" = 1'-0"

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DEV

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1 JI

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ILLI

MA

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CO

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ECTI

CU

T

SHOWER WALL TILE

SKA-013

1762 ESR

1/2" = 1'-0"SKA-0131 TYPICAL ACCESSIBLE SHOWER TILE

1/2" = 1'-0"SKA-0132 TYPICAL SHOWER TILE

A2

200X

200Z

PAR

T A

PAR

T B

PAR

T A

PAR

T B

H./S. ROOM141

DIR. OFF.212

REC OFF.211

L.G. OFFICE211B

POOL STORAGE211C

ELECTRIC /SOLAR211D

VEST200B

REC. LOBBY200C

F4"

4" FIRE SERVICE

WATER PROOF PIPE SLEEVE THRU BUILDING WALL.

GRADE

4"

A

F4"

TO FIRE PROTECTION SYSTEM

4" OS & Y MAIN SHUT OFF VALVE WITH TAMPER SWITCH

BUILDING WALL

4" BACK FLOW PREVENTER ASSEMBLY

DRAIN

FDC

4"

4" FIRE DEPT. CONN. EXACT LOCATION TO BE COORDINATED WITH LOCAL FIRE MARSHALL

SUPPORT LEGS (TYP)

4"

2"

SPILL OVER NEAREST FLOOR DRAIN

SHUTOFF VALVE WITH TAMPER SWITCH.

FIRE DEPT. SIAMESE (2) 2 1/2" HOLE CONNECTIONS

CHECK VALVE WITH AUTOMATIC BALL DRIP

4"

4

FIRE PROTECTION LEGENDSYMBOL ABBREVIATION DESCRIPTION

SPK

SIA.

DRAIN

DRY

STAND

SPK

SIA.

DR

G

D

FS

DRY

STAND

G

D

FHV

FS

BFP

SPRINKLER PIPING

FIRE DEPARTMENT SIAMESE PIPING

DRAIN PIPING

DRY SPRINKLER PIPING

STANDPIPE PIPING

SRINKLER HEAD

SPRINKLER HEAD WITH GUARD

SIDEWALL SPRINKLER HEAD

SIDEWALL SPRINKLER HEAD

FIRE HOSE VALVE

SHUTOFF VALVE WITH TAMPER SWITCH

CHECK VALVE

DRAIN SHUTOFF VALVE WITHOUT TAMPER SWITCH

FLOW SWITCH

TEST & DRAIN VALVE

FIRE DEPARTMENT CONNECTION

BACKFLOW PREVENTER ASSEMBLY

PIPING DOWN

PIPING UP

PRESSURE GUAGE

TS TS

UPRIGHT SPRINKLER HEAD

FIRE PROTECTION NOTES1. INSTALL SPRINKLER SYSTEM IN ACCORDANCE WITH STANDARDSOF NFPA13.USE ONLY NEW APPROVED (UL/FM) SPRINKLERS, MATERIALS AND DEVICES. ADHERE TO SPRINKLER SPACING RULES. NOTE: NFPA IS MINIMUM REQUARMENTS ONLY. THESE DOCUMENT MEET OR EXCEED NFPA WHICH THE CONTRACTOR MUST ADHERE TO

2. ALL SYSTEM COMPONENTS SHELL BE CAPABLE OF WITH STANDING A WORKING PRESSURE OF 175 PSI.

3. SUPPORT SPRINKLER PIPING IN A SUBSTANTIAL MANNER FROM BUILDING STRUCTURE AND INDEPENDENT OF THE CEILING SHEATHING . DO NOT USE SPRINKLER PIPING OR HANGERS TO SUPPORT NON-SYSTEM COMPONENTS.

4. MAKE REDUCTION IN PIPE SIZE WITH ONE-PIECE REDUCING FITTING. DO NOT USE BUSHINGS.

5. PROVIDE CLEARANCE AROUND ALL PIPING EXTENDING THROUGH WALLS, FLOORS, PLATFORMS AND FOUNDATION.

6. ARRENGE PIPING TO FACILITATE FLUSHING. PROVIDE READILY REMOVABLE FITTINGS AT ENDS OF ALL CROSS AND MAIN FEEDS.

7. INSTALL AL PIPING WITH PROVISIONS FOR COMPLETE DRAINAGE. WET-PIPE SPRINKLER SYSTEM MAY BE INSTALLED LEVEL AND NOT SLOPED.

8. PIPING SHOWN ON DRAWINGS IS DIAGRAMMATIC AND INDICATES A GENERAL ARRANGEMENT OF WORK. IT IS NOT INTENDED THAT THE DRAWINGS SHOW EVERY PIPE FITTING. RISE/DROP OR DETAIL. SYSTEM AND COMPONENT SHAL BE INSTALLED ACCORDING TO THE INTENT AND MEANING OF CONTRACT DOCUMENT AND IN ACCORDANCE WITH GOOD PRACTICE.

9. CONTRACTORE SHALL BE RESPONSIBLE FOR ALL ELBOWS, TEES, DROPS, AND MISCELLANEOUS PIPING DUE TO ELEVATION CHANGES, OBSTRUCTION, COORDINATION WITH OTHER TRADES. ETC. TO INSTALL A COMLETE FUNCTIONING, SPRINKLER SYSTEM.

10. DO NOT SCALE DRAWINGS. CHECK EXISTING SPACE CONDITIONS AT THE JOB SITE.

11. SECURE AND PAY COSTS OF PERMITS, CERTIFICATER, LICENSES, INSPECTIONS AND APPROVALS.

12. SUBMIT, SHOP DRAWINGS AND CATALOG CUTS STAMPED "APPROVED BY INSURANCE CO." SHOWING SPRINKLER SYSTEMS. HYDRAULIC CALCULATION AND EQUIPMENT. SUBMIT FOR ARCHITECT'S AND OWNERS USE TWO SIGNED COPIES OF "CONTRACTOR'S MATERIAL AND TEST CERTIFICATE" SUBMIT. TO FIRE MARSHAL ONE SIGNED COPY OF "CONTRACTOR'S MATERIAL AND TEST CERTIFICATES.WORKING DRAWINGS AND CALCULATIIONS.

13. PROVIDE SPRINKLER SYSTEM WITH INSPECTORS TEST CONNECTION, TERMINATE OUTSIDE OF BUILDING WITH 45 DEGREE ELBOW. VALVE SHALL BE READILY ACCESSIBLE AND INSTALLED ON OVER 7 FEET ABOVE THE FLOOR.

14. INSTALL SPRINKLERS BENEATH DUCTS AND CEILING MOUNTED EQUIPMENT MORE THAN 4 FEET WIDE.

15. PROVIDE ALL CONTROL, DRAIN AND TEST VALVES WITH IDENTIFICATION SIGNS AND SUPERVISORY SWITCHES.

16. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF ALL SPRINKLER HEADS, DIFFUSERS, LIGHTS, GRILLES, ETC.

FIRE PROTECTION DESIGN CRITERIA

GENERAL AREAS- (WET SYSTEMS)INSTALL A HYDRAULICALLY BALANCED SPRINKLER SYSTEM TO PROVIDE A DENSITY OF 0.10 GPM PER SQUARE FOOT OVER THE MOST REMOTE 1500 SQUARE FOOT AREA WITH A 100 GPM ALLOWANCE FOR HOSE STREAMSSPRINKLER HEAD SPACING 225 SQUARE FT.PER HEAD MAX FOR UPRIGHTS AND PENDENT SPRINKLER HEADS 165 DEGREE F PENDENT OR UPRIGHT TO MEET CEILING CONDITION 196 SQUARE FT.PER HEAD MAX FOR SIDE WALL HEADS.

MECHANICAL /ELECTRICAL EQUIPMENT ROOMS,STAGE, STORAGE ROOMS – INSTALL A HYDRAULICALLY BALANCED SPRINKLER SYSTEM TO PROVIDE A DENSITY OF 0.20 GPM PER SQUARE FOOT OVER TEH MOST REMOTE AREAS UP TO A MAXIMUM OF 1500 SQUARE FOOT AREA WITH A 250 GPM ALLOWANCE FOR HOSE STREAMS. SPRINKLER HEAD SPACING :130 SQUARE FT. PER HEAD MAX SPRINKLER HEADS:165 DEGREE F PENDENT OR UPRIGHT TO MEET CEILING CONDITION.

DRY AREAS: EXTERIOR CANOPIES, OUTDOOR STORAGE AREAS- INSTALL A HYDRAULICALLY BALANCED SPRINKLER SYSTEM TO PROVIDE A DENSITY OF 0.20 GPM PER SQUARE FT. OVER THE MOST REMOTE AREAS UP TO A MAXIMUM OF 1950 SQUARE FT.AREA WITH A250GPM ALLOWANCE FOR HOSE STREAMS.SPRINKLER HEAD SPACING:130 SQUARE FT PER HEAD MAX . SPRINKLER HEADS,288 DEGREE F PENDENT OR UP RIGHT TO MEET CEILING CONDITION

A MINIMUM SAFETY FACTOR OF 10 PSIMUST BE INCLUDED IN THE HYDRAULIC CALCULATIONS .

SEISMIC/EXPANSION NOTES1. LISTED FLEXIBLE COUPLINGS JOINONGGROOVED END PIPE SHALL BE PROVIDED AS FLEXURE

JOINTS TO ALLOW INDIVIDUAL SELECTION OF PIPING 2-1/2”AND LARGER TO MOVE DIFFERENTLY WITH THE INDIVIDUAL SECTIONS OF THE BUILDING TO WHICH IT IS ATTACHED . COUPLING SHALL BE ARRANGED TO COINCIDE WITH STRUCTURAL SEPARATIONS WITH IN A BUILDING .

2. PIPING 2” OR SMALLER IS FLEXIBLE ENOUGH , FLEXIBLE COUPLINGS ARE NOT REQUIRED. 3. RISERS 3 TO 7 FEET IN LENGTH ONLY REQUIRE ONE FLEXIBLE COUPLING .4. FLEXIBLE COUPLINGS 2-1/2” AND LARGER SHALL BE INSTALLED.

A. WITHIN 24” OF THE TOP AND BOTTOM OF ALL RISERS.B. WITHIN 12” ABOVE AND BELOW THE CEILING FLOOR IN MULTI STORY BUILDINGS SUCH AS

THAT THE FLEXIBLE COUPLING BELOW THE FLOOR IS BELOW THE MAIN SUPPLYING THAT FLOOR

C. ON ONE SIDE OF CONCRETE OR MASONRY WALLS WITHIN3FT. OF THE WALL SURFACED. AT OR NEAR EXPANSION JOINTS

5. SESIMIC SEPARATION JOINTS ARE REQUIRED.A. WITHIN 24” OF THE TOP OF THE DROPS TO HOSE LINES, RACK SPRINKLERS AND

MEZZANINES, REGARDLESS OF SIZE.B. WITHIN 24” OF THE TOP OF THE DROPS EXCEEDING 15” IN LENGTH TO PORTIONS OF

SYSTEMS SUPPLYING MORE THAN ONE SPRINKLER, REGARDLESS OF PIPE SIZE.C. ABOVE AND BELOW ANY INTERMEDIATE POINTS OF SUPPORT FOR RISER OR OTHER

VERTICAL PIPE6. SWAY BRACING SHALL BE INSTALLED:

A. AT THE TOP OF THE SYSTEM RISER.B. ALL FEED AND CROSS MAINS, REGARDLESS OF SIZE .C. BRANCH LINES2-1/2” OR LARGERD. BRANCH LINES WHICH COULD DAMAGE STRUCTURAL MEMBERS, MECHANICAL

EQUIPMENT OR FINISH MATERIALS OR RIGID CEILINGS.7. FOR ADDITIONAL INFORMATIONREFER TO NFPA 13 SECTION 4-6

WATER SUPPLY DATASTATIC:93 PSI FIRE @VALLEY STREET,RESIDUAL 81PSI FLOW 2120 GPM HYDRANT SIMPSON STREET. TEST DATE:12-3-18

THE FIRE PROTECTION CONTRACTOR IS REQUIRED TO PERFORM HIS OWN WATER FLOW TEST FOR HIS HYDRAULIC CALCULATIONS THE FLOW TEST DATA CALCULATION LISTED ABOVE IS FOR REFERENCE ONLY .

1"ø F

1"ø F

1 1/4"ø F

2"ø F 1 1/2"ø F1 1/2"ø F

1 1/2"ø F

1 1/2"ø FCONNECT 2" SPRINKLER BRANCH MAIN TO SPRINKLER DISTRIBUTION MAIN.

1"ø F

POOL BONDING NOTEALL METALLIC PARTS SUCH AS PIPING,FITTINGS, ETC. SHALL BE BONDED IN COMPLIANCE WITH (NEC 680.26) UNLESS OTHER WISE NOTED. ALL FIRE PROTECTION WORK INSIDE POOL AREA MUST BE COORDINATED WITH POOL SUPPLIER/CONTRACTOR PRIOR TO START WORK

SPRINKLER BRANCH PIPE SCHEDULE

PIPE SIZE NUMBER OF SPRINKLERS

1 INCH

1 1/4 INCH

1 1/2 INCH

2 INCH

1 - 2

3

4 - 5

6 - 8

GENERAL NOTES

1. IN AREAS WITH CEILING PROVIDE PENDANT TYPE SPRINKLERS.

2. IN AREAS WITHOUT CEILING PROVIDE UPRIGHT SPRINKLER.

3. IN AREAS WHERE SPRINKLERS ARE SUSCEPTABLE TO DAMAGE PROVIDE GUARDS.

4. ALL FIRE PROTECTION SHUTOFF VLAVES SHALL BE EQUIPPED WITH TAMPER SWITCH.

5. PROVIDE SPRINKLERS IN ALL CLOSETS, AND SOFFITS 12" OR WIDER.

5. SPRINKLERS SHALL BE LOCATED MIN. 6'-0" ON CENTER AND MAX 15'-0" ON CENTER.

N


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Issue Dates:

Project #:



AB

KEY PLAN

DEVELOPMENT OF:

1762

WINDHAM SENIOR / COMMUNITY

CENTER

FP-001

FIRE PROTECTION NOTES ANDLEGENDS


WINDHAM, CONNECTICUT

NO SCALEFP-0011 FIRE PROTECTION RISER DIAGRAM

FIRE PROTECTION SHEET INDEXSHEET

NUMBER NAMEFP-1.1 FIRST FLOOR PLAN FIRE PROTECTION - PART AFP-1.2 FIRST FLOOR PLAN FIRE PROTECTION - PART BFP-2.1 SECOND FLOOR CEILING PLAN FIRE PROTECTION - PART AFP-001 FIRE PROTECTION NOTES AND LEGENDSFP-3.0 FIRE PROTECTION DETAILSFP-3.1 FIRE PROTECTION DETAILSFP-4.1 FIRE PROTECTION SECTION

1/8" = 1'-0"FP-0012 FIRE PROTECTION ALT #4

3

3

Revisions

1 ADDENDUM 1 06/26/20193 ADDENDUM 3 07/26/20194 ADDENDUM 5 08/08/2019

REF.REF.

REF

.R

EF.

MULTI-PURPOSE1

110AMEN116

WOMEN115

KITCHEN112

SOFT CLASS /LIBRARY

130

DANCE &FITNESS

132A

ACTIVITYSPACE

149

ELEC.131

ST.133

ST.134

MULTI-PURPOSE2

110B

H./S. BATH142

FIRE/WATER

114

/1FP

-1.2

OFFICE144

78

A

B

D

E

A.1

E.1

E.2

D.1

U

V15

16

C.1

6 5 4 3 2 1

CORRIDOR 1101

DIR. OFF.147OFFICE

145OFFICE143

OFFICE146

WAITING140

H./S. ROOM141

VEST200B

STR.137

ST.136

VEST.100A

LOBBY100

DRY STR.112B

ST.111VEST.

100B

ST.113

ADMIN.117

RUN SPRK.PIPE IN OPEN LOBBY AND VESTIBULE AREAS ABOVE STRUCTURAL BEAMS.(TYP)

4" FIRE DEPT CONN. EXACT LOCATION OF FIRE DEPT CONN. TO BE COORDINATED WITH FIRE MARSHALL.

METER/BACKFLOW PREVENTER ROOM.

FIRE PROTECTION PIPE

FOR CONT. SEE DWG. FP-1.2

PENDENT SPRINKLER(TYP)

END CAP(TYP)

4"ø F

PENDANT SPRINKLER(TYP)

4" ALARM VALVE ASSEMBLY

ACTIVITIES132B

SPRINKLER BRANCH PIPE (TYP). FOR ALL BRANCH PIPE SIZING REFER TO SCHEDULE ON DWG. FP-001 (TYP)

SPRINKLER BRANCH PIPE (TYP.)FOR ALL BRANCH PIPE SIZING REFER TO SCHEDULE ON DWG. FP-001. (TYP.)

UNISEX BATH102

ACT. COOR.118

DRY ST.112C

JAN.110D

PLATFORM110C

ST.135

CL.119

MULTI-FUNCTION/ FITNESSACTIVITY

210

STOR.210A

CL.141A

CORRIDOR140A

CL.144A


210

ELECTRIC /SOLAR

223

1"ø FDC 1"ø FDC

1 1/2"ø F 1"ø F

1"ø F1"ø F 1"ø F 1"ø F

RUN SPRK. PIPING ABOVE CEILING(TYP)

1

FP-4.1

LOCATE LOBBY SPRINKLERS NEAR ROOF INSIDE RAFTERS

SPRK MAIN RUN PIPE HORIZONTALY (TYP.)

PIPE RISE

3"ø F

1"ø F

FIRE DEPT. SIAMESE COORDINATE EXACT LOCATION IN FIELD WITH FIRE MARSHAL.

SPRINKLER ALARM VALVE ASSEMBLY. (SEE DETAIL ON DWG.FP001

3

4

4

N


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Issue Dates:

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AB

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DEVELOPMENT OF:

1762


CENTER

FP-1.1

FIRST FLOOR PLAN FIREPROTECTION - PART A



1/8" = 1'-0"FP-1.11 FIRST FLOOR PLAN FIRE PROTECTION - PART A

Revisions

1 ADDENDUM 1 06/26/20193 ADDENDUM 3 07/26/20194 ADDENDUM 5 08/08/2019

ardash.meguerdichian

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sprinkler pipe locations between panels


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sprinkler pipe between panels

25" TO 30"

DUCT WIDTH ROD DIA. SUPPORT ANGLE OREQUIV. CHANNEL

MAXIMUMSPACING

MAXIMUMAREA*

31" TO 42"

43" TO 60"

61" TO 84"

85" AND UP

3/8"

3/8"

1/2"

1/2"

1/2"

1 1/2" x 1 1/2" x1/8"

2" x 2" x 1/4"

8'-0" O.C.

6'-0" O.C.

6'-0" O.C.

4'-0" O.C.

4'-0" O.C.

4 SQ. FT.

10 SQ. FT.

10 SQ. FT.

---

---

1 1/2" x 1 1/2" x1/8"

1 1/2" x 1 1/2" x1/8"

2" x 2" x 1/4"

OPTIONAL FOR 30"OR SMALLER 25" OR WIDER

2" MINIMUM

SHEET METAL SCREWS 6"O.C. MIN. OF TWO

1/8 " x 1" GALV. METAL STRAP GALVANIZED THREADED

ROD

GALVANIZED SUPPORTANGLE

BEAM CLAMP

SIDE BEAM CLAMP

C-CLAMP WITH RETAINING CLIP

3/8" ROD ONLY

LOCKNUT (TYP)

INSERT & SPRINGLOADED NUT

3/8" ROD ONLY

EXPANSION SHIELD

BENT STRAP

BOLT & WASHER

STEEL THREADED ROD MOUNTEDSECURELY TO THE STRUCTURE ABOVE

CLEVIS HANGER

PIPE SIZED PER PLANS

PIPE INSULATION PER SPECIFICATIONS

INSULATION SADDLE

PIPE INSULATION PROTECTOR

SINGLE PIPE: 2"-4"

MULTIPLE PIPES: 2"-4"

STEEL THREADED RODMOUNTED SECURELY TO THESTRUCTURE ABOVE

PIPE CLAMP

PIPE SIZED PER PLANS

PIPE INSULATION PERSPECIFICATIONS

INSULATION SADDLE

BOLT CONNECTING ROD TOHANGING BRACKET

ANGLE STEEL OR METALFRAMING SYSTEM

SUPPLY

FANCOIL

DUCT LINERDUCT LINER

RETURN AIR DUCT SUPPLY AIR DUCT

INSULATION (WHEREREQUIRED)

OPPOSED BLADE DAMPER,INSTALL AS PER DIFFUSERMANUFACTURER'SRECOMMENDATIONS.

CEILING

FLEXIBLE ROUND AIR DUCT

DIFFUSER OR GRILLE

SHEET METAL SUPPLY AIRPLENUM. FULL SIZE OF DIFFUSER COLLAR.

NOTES:

1. GENERAL ARRANGEMENT SHOWN, INSTALL ALL FIRE DAMPERS IN STRICT

ACCORDANCE WITH ALL INSTALLATION PROCEDURES REQUIRED BY THE

UNDERWRITERS LABORATORY INC. AS FURNISHED BY DAMPER

MANUFACTURER.

2. WHERE FIRE DAMPER IS TO BE MOUNTED WITHIN EXISTING WALL OR FLOOR,

CUT OPENING AS REQUIRED TO MAINTAIN CLEARANCES STIPULATED BY THE

MANUFACTURER BETWEEN WALL OR FLOOR AND SLEEVE.

3. ACCESS DOORS SHALL BE AS LARGE AS POSSIBLE, UP TO 18" X 12" MAXIMUM.

LOCATE ON THE N MOST ACCESSIBLE SIDE OF DAMPER.

4. GAUGE OF SHEET METAL SLEEVE, MOUNTING ANGLES, METHOD OF

ATTACHMENT, ETC. AS DIRECTED BY DAMPER MANUFACTURER.

5. EXTERNAL INSULATION IS REQUIRED FROM BREAKAWAY CONNECTION TO

WALL WHEN DUCTWORK IS ACOUSTICALLY LINED.

6. FIRE RESISTANCE RATING OF DAMPER SHALL MATCH WALL CONSTRUCTION

FIRE RATING REQUIREMENTS.

FIRE DAMPER

SHEETMETAL SLEEVE ALLAROUND

MINIMUM CLEARANCE ISREQUIRED BY FIREDAMPERMANUFACTURER

DUCT COLLAR SECURETO FIRE DAMPER

RECTANGULARDUCTWORK(ROUNDDUCTWORKSIMILAR)

ACOUSTICLINING WHEREREQUIRED BYSPECIFICATIONS

SHEETMETALHOUSING STOPFOR ACOUSTICLINING (TYP)

BREAKAWAY CONNECTIONAT SLEEVE ALL AROUND(TYP BOTH SIDES OF WALLOR FLOOR)

6" MAX

FIRE RATED PARTITIONWALL OR FLOOR

6" MAX

INSULATEDWHEREREQUIRED BYSPECIFICATIONS

SECURE ANGLES TOSLEEVE ALL AROUND(TYP BOTH SIDES OFWALL OR FLOOR)

MOUNTING ANGLES ALLAROUND (TYP BOTHSIDES OF WALL ORFLOOR)

SECURE DAMPER TOSLEEVE ALL AROUND

FD

BLANKET TYPE

INSULATION

20 GAUGE G.I.

COUNTERFLASHING

1/4" THICK FIRE

RATED PLYWOOD OR

COPPER - FIELD

DRILLED FOR

OPENINGS

REFRIGERANT

PIPING

LENGTH ASREQUIRED

PIPING THRU SIDE OF

CURB SHALL BE SPACED

AT A MINIMUM OF 4" O.C.

AND CAULK WATERTIGHT

ROOF

APPROX.8"

TOLCO BANDHANGER

TOLCO FIG. 25 SURGE RESTRAINERTYPE 1 - FOR USE WITH 1" AND 1-1/4" PIPE AND HANGER.TYPE 2 - FOR USE WITH 1-1/2" AND 2" PIPE AND HANGER.

TOLCO FIG. 25 SURGE RESTRAINERWITH TOLCO BAND HANGERS FIG. 200,NFPA, TO RESTRICT UPWARDMOVEMENT OF PIPE WITHIN THEHANGER AS IT OCCURS DURINGSPRINKLER HEAD ACTIVATION OREARTHQUAKE TYPE ACTIVITY.

NOTE: CAN BE USED TO RESTRICT EITHERSTEEL PIPE OR CPVC PLASTIC PIPE.

EARTHQUAKE BRACE AND SURGE RESTRAINT COMPONENTS

TOLCO FIG. 1000 FAST CLAMPS UNDERWRITERS LABORATORIESLISTED, MUST BE USED WITH TOLCO U.L. LISTED ATTACHMENTSFIG. 909 OR FIG. 910 SWIVEL FITTINGSOR FIG. 975 OR FIG. 908 STRAIGHT FITTINGS

VENT

COMBINED DRAINS FROMHVAC UNITS MIN. 1/2" AIR

PROVIDE FUNNEL DRAIN AND FIXED AIR GAP COORDINATE WITH PLUMBING CONTRACTOR.

1-12" NIPPLE

DEEP SEAL "P" TRAP

WASTE PIPE

ROOFTOP UNITBY HVAC CONTRACTOR.

PIPING WITH TRAP & CLEANOUT PLUG

ROOF DRAIN.

ROOF STRUCTURE

ROUTE CONDENSATE TO NEAREST

COPPER CONDENSATE DRAIN

NEW BUILT-UP ROOFING,

MEMBRANE AND INSULATION BY

OTHER DIVISION.

ROOF DECK. REFER TO ARCHITECTURAL

AND STRUCTURAL DRAWINGS FOR

EXACT ROOF CONSTRUCTION.

12" HIGH ABOVE FINISHED

ROOF, MINIMUM.

WIDTH TO SUIT

APPLICATION - 6" MIN.

NOTES:

1. THE RAISED CANT STEP HEIGHT SHALL BE COORDINATED WITH THICKNESS OF ROOF INSULATION ON

ARCHITECTURAL DRAWINGS AND WITH THE ROOFING CONTRACTOR. IN LIEU OF A SUPPORT CURB WITH A

RAISED CANT, PROVIDE CONTINUOUS FIRE RETARDANT BLOCKING, UNDER THE RAIL, AND RAISE THE RAIL TO

ACCOMMODATE THE THICKNESS OF THE ROOF INSULATION. SECURE BLOCKING TO THE ROOF STRUCTURE

AND RAIL TO THE BLOCKING WITH LOAD RATED, RUSTPROOF FASTENERS.

2. THE EQUIPMENT RAIL SHALL BE DESIGNED AND FABRICATED TO THOROUGHLY SUPPORT ITS RESPECTIVE

PIECE OF EQUIPMENT. AS A MINIMUM, EQUIPMENT RAILS SHALL BE FABRICATED OF 18 GAUGE GALVANIZED

STEEL WITH BUILT-IN CANT, MONOLITHIC CONSTRUCTION WITH INTEGRAL BASE PLATE AND CONTINUOUS

MITERED AND WELDED CORNER SEAMS, WITH FACTORY INSTALLED FIRE RETARDANT WOOD NAILER. EACH

EQUIPMENT RAIL SHALL INCLUDE A MATCHING 18 GAUGE GALVANIZED STEEL COUNTERFLASHING CAP WITH

INTEGRAL DRIP EDGE, ALL CORNERS MITERED AND WELDED, AND SCREWS FOR ATTACHMENT. EQUIPMENT

CURBS OVER 3 FEET LONG SHALL INCORPORATE 14 GAUGE INTERNAL GUSSET REINFORCING. SECURELY

FASTEN TO ROOF DECK AND INSTALL IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTALLATION

INSTRUCTIONS. WHEN THE UNIT IS TO BE INSTALLED ON A PITCHED ROOF, THE MECHANICAL CONTRACTOR

SHALL COORDINATE WITH THE RAIL MANUFACTURER TO PROVIDE A PITCHED RAIL TO MATCH THE PITCH OF

THE ROOF. THE UNIT/PIPING/DUCTWORK SHALL BE INSTALLED LEVEL AND PLUMB.

CANT STEP.

SEE NOTE #1.

FLASHING CAP BY CURB

MANUFACTURER.FIRE RETARDANT

WOOD NAILER.

N


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KEY PLAN

DEVELOPMENT OF:

1762

WINDHAM SENIOR

/ COMMUNITY

CENTER

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M-2.0

DETAILS


MAY 31, 2019


NO SCALEM-2.0

1 DUCT SUPPORT DETAIL

NO SCALEM-2.0

2 PIPE SUPPORT DETAILS

NO SCALEM-2.0

3 DUCT LINER @ FAN - COIL - DETAILNO SCALEM-2.0

4 FLEX DUCT DIFFUSER DETAIL

NO SCALEM-2.0

5 FIRE DAMPER INSTALLATION

NO SCALEM-2.0

6 WEATHERPROOF PIPING PENETRATION

NO SCALEM-2.0

7 SEISMIC PIPING HANGER BRACING DETAILNO SCALEM-2.0

8 INDIRECT CONNECTION DETAIL

NO SCALEM-2.0

9 HVAC ROOFTOP UNIT CONDENSATE DETAILNO SCALEM-2.0

10 PREFAB EQUIPMENT/DUCT/PIPING SUPPORT CURB DETAIL

Revisions

4 ADDENDUM 5 8/8/2019

4

J

FF

F

CA

JT

JT

JT

JT

JT

JT

JT

JT

JT

JT

JT

S S

S

S

S

F

F

F

S

S

S

S S

S

S

S

J

F

H

CO

S

F

S

J

S

SJT

F

JT

S

JJ

J

CA

S

J

S

FA

CP

F

J

J J

J

J

S

FM FM

JJ

J

JJ

J

S

ACTIVITIES132B

OFFICE144

H./S. BATH142

POOL DECK220B

GYMNASIUM214

CORRIDOR 2200

REC OFF.211

DANCE &FITNESS

132A

POOLEQUIPMENT &

STORAGE224

I.T.211A

CORRIDOR 3201

GYMSTORAGE 1

215

/1

EP

-1.1

781011121314

A

B

D

E

A.1

E.1

E.2

D.1

U

V

15

16

C.1

VEST.200A

CORRIDOR 1101

OFFICE143

WAITING140

H./S. ROOM141

REC. LOBBY200C

VEST200B

GYMNASIUM214

W. LOCKER217

DIR. OFF.212

ASSIST. DIR.OFF.213

STO.137

ST.136

STO.135

UNISEX BATH102

GFCI

1

110CD

110CD

110CD

110CD

110CD

110CD

110CD

110CD

GFCI

1EP-1.4

RPG

RPB

RPG(1)

RPG(1)

RPG(1)

RPG(1)

RPG(3)

RPG(3)

RPG(3) RPG

(3)

GFCIRPG(4)

RPG(4)

RPG(4)

RPG(4)

RPG(5)

RPG(5)

GFCI

GFCI

RPG(6)

RPG(6)

RPG(6)

RPG(8)

RPG(9)

RPG(9) RPG

(9)

RPG(9)

RPB(10)

RPB(10)

RPG(10)

RPG(10)

RPG(10)

RPG(11)

RPG(11)

RPG(11)

RPG(11)

RPG(13)

RPG(13)

RPG(13)

RPG(13)

GFCI

WP

GFCI GFCI

WP WP

RPB(5)

RPB(5)

GFCIWP

RPB(5)

RPG(13)

RPB(7)

RPG(5)

MPB

DOAS-3

75CD

PB

PB PB

PB

110CD

75CD

PB

PB

PBPB

PBPB

110CD

FCU-2-3

3

PBPB

GFCI

RPG(10)

110CD

3

RPB(3)

RPB(3)

RPB(3)

RPB(3)

RPB(3) RPB

(3)

MDP(40)

110CD

RPB(1)

SCORE BOARDRPG(17)

RPG(13)

GFCIWP

RPB(7)

2EP-1.4

PB PB

MPB(5)

CM

CM

CM CMCM CM

STAIR 2214A

STAIR 1201A

GYMSTORAGE 2

216

M. LOCKER219

FAMILY BATH218A

HALL218

POOL220A


210

L.G. OFFICE222

ELECTRIC /SOLAR

223

STO.210A

CL.141A

CL.144A

FAMILY BATH218B

RPB(1)

RPB(1)

RPB(1)

RPB(1)

RPB(1)

RPB(1)

RPG(5)

PB

PB

PB

PB

RPG(5)

GFCI

EWC110CD

RPB(7)GFCI

110CD

WP

EWC

GFCI

FCU-2-2

FCU-2-4

MDP(38)

CUH-3

300A NEMA 3R3P NFD

300ANEMA 3R 3P NFD

ELEV. QUIPMENT 60A3P NEMA 3R NFDMDP (14,16,18)

110CD

75CD

110CD

110CD

110CD

110CD

110CD

RPG(2)

RPB(7)

GYM CURTAIN

4

4

CONTROL BOX

4

CONTROL BOX

(TYPICAL)

4

RPG(12)

RPB(6)

RPB(6)

MPB(1,3)

MPB(1,3)

MPB(1,3)

MPB(2,4)

MPB(6,8)

RPG(1)WP

RPB(5)WP

PAHU-1

MDP

MDP(13,15,17)

MDP(8,10,12)

ELEV. CAB LIGHTS 20A1P NEMA 3R NFDMDP (42)

7

CUH-4

30A2P

30A2P

30A2P

LCP

RPB(11)

12

12 12

12

12 12

11

11

13

RPG(32)

RPG(32)

RPG(32)RPG

(32)

RPG(32)

RPG(32)

(TYPICAL)10

GENERAL NOTES

1. REFER TO LEGEND, ABBREVIATIONS AND NOTES ON SHEET E0.1 FOR MORE INFORMATION.

REFER TO LIGHTING FIXTURE SCHEDULE ON SHEET E5.0.2.

CONTRACTOR TO CONFIRM FUSE OR CIRCUIT BREAKER AND FEEDER SIZES WITH ACTUAL EQUIPEMENT TO BE INSTALLED PRIOR TO ROUGH - IN.

3.

PROVIDE POWER CONDUCTORS TO SMOKE DAMPERS IN CORRIDOR 101 WALLS. COORDINATE WITH MECHANICAL CONTRACTOR ,SEE MECHANICAL PLAN FOR MORE INFORMATION.

4.

PROVIDE SIGNAL + POWER OUTLET FOR WALL MOUNTED TV MONITOR .SEE ARCHITECTS PLAN AND ELEVATIONS FOR MORE INFORMATION.

5.

PROVIDE SIGNAL + POWER OUTLET FOR CEILING MOUNTED PROJECTOR, SEE ARCHITECTS REFLECTED CEILING PLAN FOR MORE INFORMATION ALSO PROVIDE1"C FROM PROJECTOR SIGNAL BACK BOX TO FLUSH JBOX ON NORTH WALL OF STORAGE ROOM 113. SEE ARCHITECTS PLAN FOR MORE INFORMATION.

6.

N


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M

EP-1.2

FIRST FLOOR ELECTRICALPOWER PLAN- PART B


MAY 31, 2019


1/8" = 1'-0"EP-1.2

1 FIRST FLOOR ELECTRICAL POWER PLAN- PART B

SUMP PUMP

Revisions

1 ADDENDUM 1 06/26/2019

4 ADDENDUM 5 8/8/2019

KEY NOTES

Tag Notes1 SEE ELEVATOR PIT AND SHAFT DETAIL FOR MORE

INFORMATION.

2 FOR POOL VAC

3 CEILING MOUNTED DISCONNECT.

4 PROVIDE 1-1/2" CONDUIT FROM FLOOR BOX AT LOCATIONSHOWN TO FLUSH MOUNTED J-BOX LOCATED BEHIND SCOREBOARD FOR CONTROL CABLES. TYPICAL OF TWO.

5 MOUNT ELO (GAS SHUT-OFF) ADJACENT TO KITCHEN EXITDOOR 54" A.F.F.

6 KITCHEN HOOD FEED FROM EXHAUST CIRCUIT ON ROOF

7 COORDINATE WITH MECHANICAL CONTRACTOR ON ACTUALEQUIPMENT INSTALLED, IF ADD ALTERNATE #3 IS SELECTED

8 EXHAUST FAN CIRCUIT ALSO FEEDS KITCHEN HOOD. SEESHEET EP1.1 FOR MORE INFORMATION.

9 COORDINATE WITH MECHANICAL CONTRACTOR ON ACTUALEQUIPMENT INSTALLED, IF ADD ALTERNATE #4 IS SELECTED

10 PROVIDE POWER TO MOTORIZED SMOKE DAMPER ATAPPROXIMATE LOCATIONS SHOWN.COORDINATE WITHMECHANICAL CONTRACTOR,SEE MECHANICAL PLANS FORMORE INFORMATION.

11 PROVIDE SIGNAL AND POWER OUTLET FOR WALL MOUNTED TVMONITOR,SEE ARCHITECTS PLAN AND ELEVATION FOR MOREINFORMATION

12 PROVIDE POWER AND CONTROL FOR MOTORIZED BASKETS ATCEILING . SEE ARCHITECT'S PLAN FOR MORE INFORMATION.

13 PROVIDE SIX GANG CONTROL SWITCHES IN FLUSH MOUNTJBOX FOR MOTORIZED BASKET CONTROLS. SEE ARCHITECT'SPLAN AND ELEVATION FOR MORE INFORMATION.

14 PHOTOVOLTAIC SOLAR SYSTEM CONNECTION LOCATION. SEEARCHITECTS PLAN FOR MORE INFORMATION ,FIELDCOORDINATE ACTUAL BREAKER AND CONDUCTOR SIZES WITHACTUAL SOLAR EQUIPMENT INSTALLED, ALSO SEE POWERRISER ON SHEET E6.0

4

4

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