Attachment 0003- RFI Combined List 679-19-101 with A-E Responses - VA responses.pdf

RFI List Project #679-19-101

A-E Responses are in green.

VA Engineering Responses are in blue and VA

Contracting Responses are in red.

SEE THE UPDATED SPECIFICATIONS TITLED “679-19-101 –

SPECIFICATIONS MODIFICATIONS 3-19-16”

RFI List #1

1. Is any commissioning required on this project? No

2. Can the Superintendent also be the Prime Contractor’s Commissioning Manager during commissioning? There is no commissioning required.

3. Is a full-time on-site quality control manager required for this project?

Contractor is required to provide at least 2 project coordination roles. They shall provide a full time site superintendent and a full time QA/QC manager for the duration of the project. Both roles can dual hat as a Dedicated ILSM / Infection Control / Safety Officer. However, the contractor must designate the individuals they are dual hatting for what roles. Provide named individuals (with construction experience) subject to approval by COR. Provide daily logs and documentation specific to Safety, ILSM/ICRA, and QA/QC functions regardless of dual-hatting."

4. Can the Superintendent also be the quality control manager? No. See the answer to question 2.

5. Is a full-time on-site Safety and Health Officer required for this project? No. See the answer to question 2.

6. Can the Superintendent also be the site safety and Health Officer? No. See the answer to question 2.

7. Can the Superintendent be Triple hatted as the SSHO and QC Manager? No. See the answer to question 2.

8. As is typical for most VA projects can the QC plan be implemented by the onsite superintendent and administrated by the PM without additional staff (other than what is required for commissioning) as call for in 01 45 00.? No. See the answer to question 2.

9. Has the funding for this project been approved and available to the NCO station? - Yes.

10. When is the projected start date for this project? – Projected award date is 7/9/2026, however, projected start date will be dependent on how long this process takes.

11. Will any of this work have to be performed after hours or weekends? – Any work that disrupts the hospitals operations (utility outages, excessive noise/vibration, etc) will have to be performed at the hospitals convenience and may have to be performed after hours.

12. Will this project be done in phases? See Section 010000 1.6.F of the Specifications.

13. If so, will each phase have to be fully completed before moving to the next or can some phases be completed simultaneously? See Section 010000 1.6.F of the Specifications.

14. How many areas will we be given at a time? See Section 010000 1.6.F of the Specifications.

15. Will the contractor have to meet any ICRA requirements beyond walling off the Connector on both side to keep all personnel out of the area during construction? - See section 01 35 26 1.12.B, this project will be class 3 ICRA requirements.

16. In ICRA areas that require Category B Level 1 or 2, can we use zip-walls or plastic sheeting as containment? – No, Per spec 01 35 26 1.12.B, class 3 ICRA requirements will be required along with the requirements of section 01 00 00 1.6.F.

17. In any ICRA areas that require above Category B containment, can plastic wall panels be used for the ICRA walls, such as STARC Panels or Temporary Wall System’s panels? - Lockable Starc walls will be considered in lieu of the barrier wall requirements of 01 00 1.6.F phase 2.

18. Will temporary sprinklers be required during demolition? No.

19. Will the contractor be required to turn the existing sprinkler heads up during construction once the ceiling is removed? There is no existing sprinkler system in the corridor.

20. Who is the manufacturer of the current Fire Alarm system? Simplex

21. Please provide contact name and phone number for who services the current Fire Alarm System. JCI - Johnson Controls; Traci Curlee (334) 309- 1500

22. Who is the manufacturer of the current Security and Access Control system?

CCURE

23. Please provide contact name and phone number for who services the current Security and Access Control System? JCI-Michael Hunter michael.hunter@jci.com

24. Please confirm whether the Access Control work in this project is to be CFCI, OFCI, or OFOI? All Access Control shall be CFCI.

25. Who is the manufacturer of the current CCTV system? Avigilon

26. Please provide contact name and phone number for who services the current CCTV System? See #23 Response

27. Please confirm whether the CCTV work in this project is to be CFCI, OFCI, or mailto:michael.hunter@jci.com

OFOI? CFCI

28. Who is the manufacturer of the current HVAC Controls? JCI - Metasys

29. Please provide contact name and phone number for who services the current HVAC Controls? J Kyle Onofry Email: kyle.bryant.onofry@jci.com, Mobile: 205-615-6835

30. Who is the manufacturer of the current Building Automation System? JCI- Metasys

31. Please provide contact name and phone number for who services the current Building Automation System? Kyle Onofry: Email: kyle.bryant.onofry@jci.com Mobile: 205-615-6835

32. Is there any chance of uncovering hazardous materials? See Division 02 of the Specifications.

a. If so please provide the latest hazardous materials survey report for the area of construction? See Division 02 of the Specifications.

33. Who is the existing signage contractor for this VA? Creative Signage System, Missy Weisenburger POC, 614-496-6873

34. Will the contractor be responsible for any city or historical permits? No

35. Will the VA have the space entirely cleared out before the contractor begins construction? There are no items located within the corridor.

36. Will the contractor be required to move any of the existing furniture or equipment?

There is no furniture to move.

37. If the contractor is responsible for moving the existing furniture, will storage be available from the VA for the furniture, equipment, or casework? No

38. Is there any reason to believe the slab has moisture in it and moisture remediation will be needed? – Existing construction consists of slab on a vapor barrier on top of gravel. Since construction, the vapor barrier has not been disturbed. The VA does not anticipate the need for moisture remediation.

39. Have other areas on this floor needed moisture remediation on the concrete slab in past projects? No

40. What is the issue with the slope of the existing corridor? It does not comply with the Architectural Barriers Act (ABA) Standards.

41. Is the intent to correct this issue with new concrete or with floor leveling compound?

The design requires both.

42. Will the contractor be required to Hydro-vacuum for any of the excavations?Specific excavation methods are to be determined by the contractor. Excavations must not cause damage to adjacent structures, utilities, etc., nor shall they cause adverse impacts to subgrade strength near structures.

43. Does the undercut for new foundations on E6/61-CS-502 need to be Hydro-mailto:kyle.bryant.onofry@jci.com mailto:kyle.bryant.onofry@jci.com vacuumed? Specific excavation methods are to be determined by the contractor.

Hydro-vacuuming may cause adverse impacts to subgrade strength and should not be used in undercut locations. Excavations must not cause damage to adjacent structures, utilities, etc., nor shall they cause adverse impacts to subgrade strength near structures.

44. Please confirm that SWPPP will not be required since less than 1 acre of land is being disturbed? Contractor to confirm with ADEM no SWPPP is required.

45. General Note 7 on sheet 61-C-001 requires cast iron downspout boots. Please provide a specification for cast iron downspout boots and a basis of design product?

Provide BOD product J.R. Hoe A-Series downspout boot or approved equal. Product literature is attached.

46. Landscaping Note 11 on sheet 61-C-001 states to provide temporary irrigation during turf maintenance period and indicates this period is 1 year. Please clarify if the VA is requiring the contractor to water the turf areas for an entire year after the project is complete? Yes. The plans and specifications indicate that the landscape maintenance duration is for 12 months.

a. If so, please indicate how often the turf area has to be irrigated? See specification section 32 90 00 PLANTING, 3.5 TURF MAINTENANCE, D. Watering

47. Landscaping Note 15 on sheet 61-C-001 states to provide turf maintenance for the duration of the landscape warranty. Please clarify a detailed list of what is to be included in “turf maintenance”? See specification section 32 90 00 PLANTING for landscape maintenance requirements.

48. On the grading plan 61-CS-101 please clarify what “EG” and “EC” stand for? EG stands for Existing Grade. EC stands for Edge of Concrete.

49. Will the VA please provide a specification for the Helical Piers? Design helical piers to the requirements in Paragraph C on Sheet 61-S-001 using the information in the geotechnical report.

50. General Structural Note B. 1. States that the design of the piers shall be based on the recommendations provided in the Geotech report. However, the Geotech report does not include any mention of Helical Piers anywhere in the report as is. Please provide the Geotechnical Engineer’s recommendations for the Helical Piers? Per Paragraph C.2 on sheet 61-S-001, helical piers must be designed by the contractor.

Design helical piers to the requirements in Paragraph C on Sheet 61-S-001 using the information in the geotechnical report.

51. Is the scope of work to include removing the grade beam/tie beams at each brick Pilaster? Per detail D1/61-S-501, existing tie beams are to remain in place.

a. If not, please clarify if the slab on top of the grade beam/tie beam remains in place?

Per detail D1/61-S-501, remove top portion of tie beam as required for new slab depth, but do not cut through tie beam reinforcement.

52. Sheet 61-A-101 provides a Ramp Schedule with new Top of slab elevations, without knowing the existing elevations this information is not as useful for determining how much concrete will need to be used to bring the new FFE up to the requirement. Please provide the existing Top of Slab elevation or the elevation of the existing subgrade? The existing top of slab elevations are indicated at Buildings 4 and 61 on 61-A-101.

53. Also on Sheet 61-A-101 the note about either applying a leveling compound or grinding down the existing slab to meet the new elevations is merely a guess without having the existing elevations provided. Please provide all existing elevations, as this is not something that could have been measured at the site visit? The existing top of slab elevations are indicated at Buildings 4 and 61 on 61-A-101.

54. Sheet 1-A-102 has a note indicating to paint all piping, conduit, and underside of roof deck, however there is not a drawing indicating the existing piping and conduit for the contractor to know how much of it they will be required to paint. This was also not visible at the site visit. Please provide a Lineal foot quantity of piping and conduit that the contractor will need to paint? The bidder must determine this during a pre-bid site visit.

55. Sheet 61-A-601 indicates the Basis of Design for the Epoxy floor is Sherwin Williams H&C. However, Specification Section 09 67 23.20 indicates Basis of Design for the Epoxy Floor is PolySpec Thiokol. Please clarify which product is the Basis of Design for the new Epoxy Floor? PolySpec is the Basis of Design for the product. The reference to a Sherwin Williams number is for the color only.

56. Please provide the manufacturer or company that has been able to produce the Stile and Rail type B wood doors that will match the campus requirements on past projects? -The VA does not have a specific contractor that has produced doors in this manner.

Specification 08 21 20 2.3.A states: “Available Manufacturers: 1. Pearl River Door Company (601)573-2572, info@pearlriverdoors.com. Additionally, Building Specialties Company (CBX) has worked on many existing/historic doors at the Tuscaloosa VAMC, and is familiar with the campus. Contractors are not required to utilize either company but will be required to provide doors that match the specifications and drawings.

57. Will new electrical receptacles be surface mounted or is the contractor to trench the wall and patch and repair? Receptacle circuiting on sheet 61-EP-101 is shown as exposed, so surface-mounted receptacles are anticipated.

58. Will the new Fire Riser work be able to be performed during normal working hours? – Any outage shall be coordinated with the VA and work shall be performed at the VA’s convenience. However, short duration fire riser outages have been performed during normal business hours.

59. Spec section 07 61 00 Copper Roofing, the plans indicate that the new roofing will be Asphalt Shingle, What is the purpose of the Copper Roofing specification? The Specifications do not include Section 07 61 00 Copper Roofing. See the revised specifications provided with the RFI responses.

mailto:info@pearlriverdoors.com

60. Spec section 08 51 13 part 2.1 B. 1. Requires a Single Hung Window. However section 2.3 calls out the Basis of Design as a Single Hung Peerless EFCO 660.

Peerless and EFCO are 2 separate window manufacturers. Peerless does not offer a single hung window, they only offer Fixed, Casement, and Projected type window.

EFCO does not offer a 660 model window. EFCO does produce a XFORCE 663/663G single hung window. Will the VA please clarify which manufacturer and product is to be used as the basis of design? Provide EFCO XFORCE 663/663G single hung windows.

The intent is to provide windows that match – as closely as practicable – the existing windows in Building 4.

61. Spec section 08 51 13 part 2.1 B. 1. Requires a Single Hung Window. However, section 2.7 Hardware calls out providing hinges and lock in the frame, indicating the window will be a Casement type window. Will the VA please revise the 2.7 hardware section if a single hung window is required? Omit all references to casement window hardware.

62. Spec section 08 51 13 parts 2.1, 2.2, 2.3, and 2.4 all layout the requirements for the new windows, however 2.4 D. states to provide windows of the same style as those at the adjacent Building 4 and that are acceptable to the Alabama Historical Commission.

Will the VA clarify if the contractor is to follow the requirements in the specification or just match the windows at Building 4? – The VA is unclear about what the question is stating. Section 2.1 is the system performance, 2.2 is the materials, 2.3 states it shall be a single hung (similar to the ground floor Building 4) window from one manufacturer, and 2.4 talks about the thermal break requirements. The window’s will be manufactured per the specs but shall look similar to the Building 4 windows on the ground floor.

a. If contractor is to match windows at Building 4, please provide the product information for the windows that are existing at Building 4? The existing window information is unknown. It was built around 1931. See the specification 08 51 00 for material information.

63. Loading Dock on building 4 will that be operational during construction? See Section 010000 1.6.F of the Specifications.

64. Where can we stage materials on the site? See the location marked in the provided Laydown Yard map document. Long term interior storage will not be provided by the VA.

The contractor shall store their materials/equipment offsite, within the confines of the construction area of work, or within the laydown yard as marked in the RFI answer map document. If the contractor utilizes the laydown yard, the contractor shall provide locked fencing as described in the specifications and shall install a base layer of rock and a top layer of gravel on the ground to prevent the spread of mud throughout the campus. The contractor shall be responsible for maintaining the area for the duration of the project.

65. Will the site need to be fenced off during construction? Yes, see specification 1.6.H

66. Alternate No. 1 – Please confirm that the new copper gutters and downspouts are still included in this alternate price? New copper gutters and downspouts are included if the Owner accepts Alternate No. 1.

67. Alternate No. 4 – States to provide sealed concrete in lieu of Epoxy floor. Please answer the following questions:

a. Please confirm the VA understands that the sealed concrete finish look of the new concrete slabs will look different than any of the older concrete slabs and the edges where floor leveling is applied will look even more different than the concrete slab areas? Yes, the VA has reviewed these plans.

b. Please provide a basis of design product for the concrete sealant? Sealer must comply with specification 03 30 53 paragraph 2.1.O.

c. Please indicate if the concrete sealer is to go on while the slab cures or if it is applied after the slab is cured? After the slab is cured. Install per manufacturer’s recommendations.

68. Please clarify if the information on Page 1 of Attachment 3 PPQ satisfies the requirements for Factor 1 – Relevant and Recent Past Performance or if additional information is required in narrative form? -Yes, Attachment 3 PPQ can be utilized for rating Past Performance. Complete guidance is provided under “II. Evaluation Criteria and Factors”, Paragraph C.

69. Can the bid date for the project be extended to provide more time for contractors? - Yes, the bid date for this project can be extended. The VA intends to allow at least 1 week between posting of RFIs and the proposal due date.

70. Can a second round of RFIs be submitted once the initial RFI answers are provided as usually these answers call for more clarifications in most cases? - Yes, but only if required. The VA may not be able to accommodate additional RFIs.

RFI List #2

1. Corridor & Access

1. Will the corridor be fully shut down for the duration of construction, or will phased access be required? See Section 010000 General Requirements of the Specifications.

2. How will access to the loading dock within or adjacent to the corridor be maintained during construction? See Section 010000 1.6.F of the Specifications.

3. Will construction activities be limited to normal business hours, or will off-hours/ night work be required? – Any work that disrupts the hospitals operations (utility outages, excessive noise/vibration, etc) will have to be performed at the hospitals convenience and may have to be performed after hours.

2. Site Access & Logistics

4. What will be the designated primary construction access point to the site?

The building 61 loading dock can be utilized as a primary access point. However, the contractor has to maintain the VA’s ability to access the dumpsters, generators, and side doors of Building 61 during the duration of construction.

5. Where is the approved staging and laydown area? See the location marked in the provided Laydown Yard map document. Long term interior storage will not be provided by the VA. The contractor shall store their materials/equipment offsite, within the confines of the construction area of work, or within the laydown yard as marked in the RFI answer map document. If the contractor utilizes the laydown yard, the contractor shall provide locked fencing as described in the specifications and shall install a base layer of rock and a top layer of gravel on the ground to prevent the spread of mud throughout the campus. The contractor shall be responsible for maintaining the area for the duration of the project

6. Will on-site material storage be permitted? If so, identify approved locations and any restrictions. See the location marked in the provided Laydown Yard map document. Long term interior storage will not be provided by the VA. The contractor shall store their materials/equipment offsite, within the confines of the construction area of work, or within the laydown yard as marked in the RFI answer map document. If the contractor utilizes the laydown yard, the contractor shall provide locked fencing as described in the specifications and shall install a base layer of rock and a top layer of gravel on the ground to prevent the spread of mud throughout the campus. The contractor shall be responsible for maintaining the area for the duration of the project

7. Where are dumpsters to be located during demolition and throughout the project duration? Within the construction area of work at the corridor or in the laydown yard as shown on the Laydown Yard map document. The dumpster must be located within construction fencing.

8. Will a field office trailer be required? If yes, provide the designated location and any utility provisions. No, a field office trailer is not required.

3. Security & Administrative Requirements

9. Is personnel badging required for this project? If so, provide the badging process, lead times, and any associated costs or escort requirements. Badges are required for all personnel. Badging lead times depends on the personnel and their paperwork. If personnel are not badged or working for short periods of time, then badged personnel can escort the unbadged personnel while on site. Current PIV or CAC badges from other sites or military bases are acceptable.

4. Safety & Compliance

10. Has any hazardous material (e.g., asbestos, lead, mold) been identified that will require remediation? If so, provide reports and clarify responsibility for abatement. See Division 02 of the Specifications.

11. Are ICRA barriers permitted to be constructed using STARK wall systems, or is an alternative assembly required? - Lockable Starc walls will be considered in lieu of the barrier wall requirements of 01 00 1.6.F phase 2.

5. Parking & Equipment Constraints

12. Where will contractor parking be permitted during the construction period?

Contractor may park in the front parking lot past the first 3 rows. The front 3 rows are designated for patients. Or they may park in the parking lot behind Building 5.

13. Will crane or boom lift operations be restricted to one side of the corridor or site?

If so, define limits. No. Coordinate with the COR.

6. Deliveries & Material Handling

14. Are there any restrictions on material deliveries (e.g., delivery windows, routes, vehicle size limits, or required coordination procedures)? No

7. MEP Clarification – HWWS/HHWR Tie-In (Drawing 61-MP-102, Detail E6)

15. Contract drawings indicate a wet tap into existing 4" HWWS and HHWR lines;

however, field investigation did not locate these lines in the indicated area. In the attached as-built snips, the existing 4” pipes are identified originating from the shell-and-tube heat exchanger in the steam mechanical room. See the red lines.

Connect to piping within attic plan north of the hot water pumps. Please locate these lines based on that and update bid according to actual location.

16. Piping identified in the room east of the steam mechanical room appears to be

3", not 4". See response to #15 above.

Request for Clarification:

• Confirm the exact location, size, and routing of the existing 4" HWWS and HHWR lines. See the answer to 15.

• Provide updated drawings and/or as-built documentation if available.

See the answer to 15.

8. MEP Installation Constraint / Shutdown Contingency

17. If field conditions do not allow sufficient clearance to install a tapping machine: Will a system shutdown be permitted? Yes, coordinate with COR. However, any work that disrupts the hospitals operations (utility outages, excessive noise/vibration, etc) will have to be performed at the hospitals convenience and may have to be performed after hours.

19. If permitted, provide allowable shutdown windows, duration limits, and required coordination procedures. Contractor shall minimize downtime of systems by installing new system valves, pipes, conduits, wires, etc before the shutdowns. All materials, equipment, and manpower will be ready before the shutdowns commence. Duration of outages will be coordinated with the COR while being as short as possible. Per spec 01 00 00 1.6.J major interruptions to utilities shall be requested in writing a minimum of 15 days in advance. Any disruption that affects patient care is a major interruption. Outages shall be captured in the schedule and discussed during the weekly coordination meetings.

18. Is it know if there is space available in the Electrical Panel for new work? Yes, there is space in the existing panels. Note that Panels 4-PP-GNA and 4-RP- GNB have been relocated into Building 4 Room 7C. See the snip below for new locations and additional pictures of panel schedules.

19. Are there “AS-Builts existing for the underground utilities outside ( Need these for excavation work outside) Yes, as-builts are available to the winning bidder.

Anticipated site utilities approximate locations are shown in the civil and survey drawings.

RFI List #3

1. Spec Section 010000 Phase II, Temporary barrier consist of ½” plywood on 3 5/8” metal studs, Sheet 61-A-402 shows 5/8” sheet rock on both sides with insulation. Please clarify which system that we need to have.

Both systems are required. The first barrier above is acceptable where only dust or other contaminants are required to be isolated.

2. Sheet 61-A-402 the notes call for a wood door in a hollow metal frame, the door schedule on Sheet 61-A-403 calls for a hollow metal door and frame.

Can you please clarify? These doors are not labeled as fire rated. Do we need to provide fire rated doors for the temp walls? Provide 20 minute doors at 109, 110, 111, and 112. Either solid core wood or hollow metal will be acceptable.

3. Spec Section 010000 Paragraph G.2 states that we are to install a construction fence as shown on the drawings. There are no fences shown on the drawings. Is the fencing necessary, if so where does it go? Yes, see spec 01 00 00 1.6.H.

4. Can we place our dumpster next to the existing dumpsters that are in use for the VA? No. They must be located within the construction area of work at the corridor or in the laydown yard as shown on the Laydown Yard map document. The dumpster must be located within construction fencing.

5. Sheet 61-CS-101 calls for a R-4926 A, Neenah Foundry Downspout Shoe, the manufacturer said that this number is actually a support bracket not a shoe. Can you please clarify which shoe we will need to use? Provide BOD product J.R. Hoe A-Series downspout boot or approved equal.

Product literature is attached.

6. Can you give us a detail for the overhang for the roof? Detail 4 on Sheet

61-A-303 does not show what material to use for the soffit, fascia and the backing behind the Urethane Entablature. See 4/61-A/303.

7. What is the R Value for the wall insulation? See 07 21 13.2.1.A.2 of the

Specifications.

8. Part 2, item 2.7 "Hardware" seem to indicate casement windows. Detail 3 on Sheet 61-A-302 indicate a hung window or a fixed offset window.

Please advise what type of window is desired. Provide EFCO XFORCE 663/663G single hung windows. The intent is to provide windows that match – as closely as practicable – the existing windows in Building 4.

Omit all references to casement hardware.

9. Sheet 61-P-102 shows the SD / Fire Line as 12”, Sheet 61-CS-101 calls for a 6” line, please clarify what size line is to be installed there. The SD line is a roof drain line. Please see snip below. The line should be 6” diameter PVC as shown on the civil drawings. See snip below to confirm the line in question is the roof drain line that passes beneath the corridor.

10. Detail 3 on 61-S-501 shows an underpinning bracket on new construction concrete foundations. Underpinning brackets are typically only used where existing foundations are in place such as the majority of the locations shown in D1. We would like to provide a helical pile system for new construction instead. Basically the helical bracket looks for like a cap and is embedded into the footing. Attached is a picture for reference. This is acceptable if it meets the requirements in paragraph C on sheet 61-S-001.

11. Spec section 122400 Paragraph 2.1 Cloth Shades, according to Draper, the Alkenz 4000 Net isn’t something that they carry. The Alkenz website has a 4000 N, but those aren’t sold by an American company (They show a company in Stamford, CT, but if you go to their website, they do not carry the Alkenz brand). The only company that I could find from the Alkenz website that still carries the products for Alkenz is sunconfex Group in the Netherlands. Can you please clarify what manufacturer and product that we need for the shade cloths? See the attached product literature.

12. Spec section 076100, copper roofing refers to a standing-seem copper roofing. Can you please clarify that we are to install asphalt composition shingles on felt, not copper standing seem roofing? The Specifications do not include Section 07 61 00 Copper Roofing.

A-Series: Angular Downspout Boots

W" D"

Optional side Cleanout with neoprene gasket

3 " 4

Boots greater L" than 40" in length supplied as 2-pc

Mounting Lug assembly with 3/4" Lug Slot (Location varies with Boot Length)

B

NOTES:

As manufactured by:

DownspoutBoots.com, a division of J.R. Hoe Inc.

www.downspoutboots.com; 1-800-245-5521

Material:

ASTM A-48 Class 30 Gray Iron

Configuration:

Angular

Cleanout Option:

Cleanout access available on all sizes 24" or greater in length.

Cast Iron cleanout coveres with neoprene gasket is secured to downspout boot with stainless steel tamper proof screws.

Finsh Options:

- Uncoated - plain cast iron finish

- Primer Coated - rust inhibitive primer coating for contractor -applied finish coat.

- Poweder Coated - factory applied powder coat finish, color to be selected from manufacturer's standard range.

Accessories:

- Rubber adapters, or rubber couplings, provide connection from downspout boot outlet to underground drainage pipe

- Mounting hardware consists of stainless steel anchors, bolts and washers to install downspout boots on the building wall.

Downspout

Downspout boot

Shown with rubber adaptor connection

PROVIDE CO

http://www.downspoutboots.com/

J.R. HOE DOWNSPOUT BOOTS - SIZE CHART

Square & Rectangular Top Bell Sizes

Top Bell Outlet OD Available Lengths 3”x4” 4 1/4”, 4 7/8”

16” 20” 24” 28” 32” 36” 40” 44” 48”

52” 56” 60” 64” 68” 72” 76” 80”

3”x5” 4 1/4”, 4 7/8”

4”x4” 4 1/4”, 4 7/8”

4”x5” 4 7/8”, 5 7/8”

4”x6” 4 7/8”, 5 7/8”

5”x5” 4 7/8”, 5 7/8”

5”x6” 5 7/8”, 6 7/8”

5”x7” 5 7/8”, 6 7/8”

6”x6” 5 7/8”, 6 7/8”

6”x8” 7 7/8” 24” 30” 36” 42” 48” 54” 60” 66” 72” 78” 84”

8”x8” 8 1/4”

Round Top Bell Sizes Top Bell Outlet OD Available Lengths 3” Round 4 1/4”, 4 7/8”

16” 20” 24” 28” 32” 36” 40” 44” 48”

52” 56” 60” 64” 68” 72” 76” 80”

4” Round 4 1/4”, 4 7/8”

5” Round 4 7/8”, 5 7/8”

6” Round 5 7/8”, 6 7/8”

8” Round 8 1/4” 24” 30” 36” 42” 48” 54” 60” 66” 72” 78” 84”

Product drawings for all downspout boot sizes are available at downspoutboots.com.

Cleanout option available for all sizes 24” or greater in length.

Coating Options Mounting Hardware

■ No Coating

Plain cast iron finish

■ Primer Coating Light gray rust inhibitive primer

■ Powder Coating

Durable, wear-resistant and attractive finish with nearly 200 color options

For mounting downspout boots onto concrete, masonry or brick building walls:

■ ½-13 x 2-3/4” Stainless Steel hex bolt w/ flat washer provided with drive-in SS double expansion shield

■ Penta-head security bolts also available.

■ Neoprene wall spacers also available from 1” to several inches for providing proper clearance for downspout boots.

1 - 8 0 0 - 2 4 5 - 5521 do wns pou t boo ts .c om http://downspoutboots.com/

Shade Fabric Reference Guide

SAMPLE LISTING OF AVAILABLE FABRICS

– Phifer – Mermet

– Draper – Serge Ferrari

– Verosol – Alkenz

SHADE FABRIC REFERENCE GUIDE

EXPLANATIONS OF CERTIFICATIONS

CRADLE TO CRADLE

Cradle to Cradle CertifiedTM Bronze by MBDC, indicates the product or exceeds a rigorous and holistic 5-criteria standard for environmental impact. These criteria include Material Health, Material Reutilization, Energy, Water, and Social Responsibility. This approach signifies a new paradigm in Green Manufacturing– not only working to reduce a product's negative environmental impact, but also working to increase its positive impact.

GREENGUARD

From greenguard.org: "This standard is designed to define low-emitting materials suitable for environments where people, particularly children and sensitive adults, spend extended periods of time. These environments may include schools, daycares, healthcare facilities, homes and commercial spaces.

The GREENGUARD Gold Certification Program's requirements comply with the State of California’s Department of Public Health Services Standard Practice for Specification Section 01350 (California Section 01350) for testing chemical emissions from building products used in schools and other environments. As such, GREENGUARD Gold Certified products can be used to earn valuable credits in the CHPS Best Practices Manual for K-12 schools, the US Green Building Council's LEED® Green Building Rating Systems, the Green Guide for Healthcare, the NAHB Green Building Guidelines, Green Globes, Regreen and many other building codes, standards and specifications.

SHEERWEAVE & ECOLIBRIUM

This family of products is made from renewable content and is lead- and phthalate-free. That means greenhouse gas emissions can be reduced by as much as 40% compared with existing PVC compounds. Yet the plasticizers meet all regulatory requirements for flame resistance and exhibit the same performance and feel of traditional plasticizers.

MICROBAN®

Microban® antimicrobial protection inhibits the growth of damaging bacteria, mold and mildew on the fabric.

ROHS

RoHS is the acronym for Restriction of Hazardous Substances. RoHS, also known as Directive 2002/95/EC, originated in the European Union and restricts the use of specific hazardous materials found in electrical and electronic products. All applicable products in the EU market after July 1, 2006 must pass RoHS compliance.

TEXYLOOP

Closed loop system for the recycling of Polyester-PVC composite textiles. It is an initiative of the Ferrari® Group.

TM

PLEASE USE THIS FORM AS A REFERENCE ONLY

Fabric information is subject to change. Please visit draperinc.com/windowshades/fabricoptions.aspx for the most up to date fabrics.

Fabric Name Interior Mesh

Interior Blackout Exterior Mesh Exterior

Blackout Interior Translucent PVC Free

PHIFER

SheerWeave Basic

SheerWeave Infinity 2

SheerWeave Performance +

SunTex 90

SunTex 90 Design

SunTex 95

SheerWeave SW1000

SheerWeave SW2000 / 2100

SheerWeave SW2500 / 2400 / 2900 / 2600

SheerWeave SW2701 / 2703 / 2705 / 2710

SheerWeave SW3000

SheerWeave PW3500 / 4100 / 4400

SheerWeave PW4500 / 4600

SheerWeave PW4550 / 4650

SheerWeave PW4800

SheerWeave PW4901 / 4903

SheerWeave SW5000

SheerWeave SW7000

SheerWeave SW7100

SheerWeave SW7400

SHeerWeave SW7450

SheerWeave SW7500

DRAPER SunBloc SB9000

SunBloc SB9100

VEROSOL SilverScreen

MERMET

Avila Twilight

E Screen

E Screen with KoolBlack Technology

Deco Screen

Flocké

GreenScreen Evolve

GreenScreen Revive

M-Screen

Natte

S-Screen

T-Screen

T-Screen with KoolBlack Technology

Vienne

Vizela

SERGE

FERRARI

Soltis Horizon 86

Soltis Harmony 88

Soltis Perform 92

Soltis Opaque B92

Soltis Master 99

ALKENZ

3000 HT

3000 NET

3000 RR

4000 NET

4700 P

View R

Fabric Name Interior Mesh

Interior Blackout Exterior Mesh Exterior

Blackout Interior Translucent PVC Free

765.987.7999 | 800.238.7999 | draperinc.com/windowshades/fabricoptions.aspx 3 https://www.draperinc.com/windowshades/fabricoptions.aspx

SheerWeave® Basic by Phifer Interior 38% fiberglass, 62% vinyl on fi berglass in a full basket weave Roll Width: 98" Fire Protection: NFPA 701 Bacteria & Fungi Resistant:

ASTM G21; ASTM E2180; Microban Protection

Certifications: GreenGuard Gold; Lead Free RoHS; REACH Compliant Openness Factors 3% Open: Thickness: 0.025" Weight: 16.40 oz/sq yd

5% Open: Thickness: 0.022" Weight: 14.10 oz/sq yd

SheerWeave® SW1000 by Phifer Exterior / Interior 35% fiberglass, 65% vinyl on fiberglass in an open, ribbed weave Roll Width: 36", 48", 72", 84"

& 96" Fire Protection: NFPA 701

Bacteria & Fungi Resistant:

ASTM E2180 & G21; Microban Protection

Certifications: GreenGuard Gold; Lead Free RoHS; REACH Compliant Openness Factor 25% Open: Thickness: 0.020" Weight: 8.80 oz/sq yd

PHIFER

SheerWeave® SW2000 / 2100 by Phifer Exterior / Interior 37% vinyl on fiberglass, 63% PVC in a full basket weave Roll Width: 63", 98" & 126" Fire Protection: NFPA 701 Bacteria & Fungi Resistant:

ASTM E2180 & G21; Microban Protection, REACH Compliant

Certifications: GreenGuard Gold; Lead Free RoHS Openness Factors 2000 5% Open: Thickness: 0.019" Weight: 14.26 oz/sq yd

2100 10% Open: Thickness: 0.020" Weight: 12.40 oz/sq yd

SheerWeave® Infinity 2 by Phifer Interior 20% TPO fi ber yarn, 80% TPO coating on TPO in a full basket weave Roll Width: 63" & 98" Fire Protection: NFPA 701 Bacteria & Fungi Resistant:

ASTM G21; ASTM E2180

Certifications: GreenGuard Gold; Lead Free RoHS; PVC free & 100% Recyclable Openness Factors 1% Open: Thickness: 0.033" Weight: 14.63 oz/sq yd

3% Open: Thickness 0.031" Weight: 13.69 oz/sq yd 5% Open: Thickness: 0.030" Weight: 12.82 oz/sq yd

SheerWeave® SW2400(2410) / 2500 / 2600(2360) / 2900 Interior / Exterior (2390) by Phifer 35% fiberglass 65% PVC on fiberglass in a full basket weave Roll Width: 63", 96" & 126" Fire Protection: NFPA 701 Bacteria & Fungi Resistant:

ASTM E2180 & G21; Microban Protection

Certifications: GreenGuard Gold; Lead Free RoHS; REACH Compliant Openness Factors SW2400 3% Open: Thickness: 0.019" Weight: 14.10 oz/sq yd

SW2500 1% Open: Thickness: 0.024" Weight: 16.25 oz/sq yd SW2600 10% Open: Thickness: 0.017" Weight: 10.50 oz/sq yd SW2900 5% Open: Thickness: 0.017" Weight: 11.80 oz/sq yd

SheerWeave® Performance + by Phifer Interior 34% Fiberglass, 62% Vinyl on Fiberglass in a full basket weave Roll Width: 63" & 96" Fire Protection: NFPA 701 Bacteria & Fungi Resistant:

ASTM E2180; ASTM G21; Microban Protection

Certifications: GreenGuard Gold; Lead Free RoHs; REACH Compliant Openness Factors 2500 1% Open: Thickness: 0.024" Weight: 16.39 oz/sq yd

2410 3% Open: Thickness: 0.019" Weight: 14.10 oz/sq yd 2390 5% Open: Thickness: 0.018" Weight: 11.80 oz/sq yd

SunTex 80 by Phifer Exterior / Interior 34% Fiberglass, 62% Vinyl on Fiberglass in a full basket weave Roll Width: 36", 48", 60", 72"

& 96" Fire Protection: NFPA 101

Bacteria & Fungi Resistant:

ASTM E2180 & G21; Microban Protection

Openness Factor 25% Open: Thickness: 0.040" Weight: 13.50 oz/sq yd

SheerWeave® SW2701 / 2703 / 2705 / 2710 by Phifer Interior / Exterior 36% fiberglass, 64% vinyl on fiberglass in a twill weave Roll Width: 63", 98" & 126" Fire Protection: NFPA 701 Bacteria & Fungi Resistant:

ASTM E2180 & G21; Microban Protection

Certifications: GreenGuard Gold; Lead Free RoHS; REACH Compliant Openness Factors SW2701 1% Open: Thickness: 0.027" Weight: 14.60 oz/sq yd

SW2703 3% Open: Thickness: 0.028" Weight: 14.00 oz/sq yd SW2705 5% Open: Thickness: 0.025" Weight: 11.80 oz/sq yd SW2710 10% Open: Thickness: 0.025" Weight: 10.40 oz/sq yd

SunTex 90 by Phifer Exterior / Interior 31% polyester, 69% vinyl in a full basket weave Roll Width: 36", 48", 60", 72"

& 96" Fire Protection: NFPA 101

Bacteria & Fungi Resistant:

ASTM E2180 & G21; Microban Protection

Certifications: Greenguard Gold; Lead Free RoHS; REACH Compliant Openness Factor 10% Open: Thickness: 0.039" Weight: 17.20 oz/sq yd

SheerWeave® SW3000 by Phifer Interior / Exterior 35% fiberglass, 65% vinyl on fiberglass in an open, ribbed weave Roll Width: 72" & 96" Fire Protection: NFPA 701 Bacteria & Fungi Resistant:

ASTM E2180 & G21; Microban Protection

Openness Factor 14% Open: Thickness: 0.028" Weight: 13.46 oz/sq yd

SunTex 90 Design by Phifer Exterior / Interior 31% polyester, 69% vinyl in a full basket weave Roll Width: 96" Fire Protection: NFPA 101 Bacteria & Fungi Resistant:

ASTM E2180 & G21; Microban Protection

Certifications: Greenguard Gold; Lead Free RoHS ; REACH compliant Openness Factor 10% Open: Thickness: 0.039" Weight: 17.20 oz/sq yd

SheerWeave® PW3500(4000) / 4100 / 4400 by Phifer Interior / Exterior 25% polyester, 75% PVC on polyester in a full basketweave Roll Width: 63", 84", 98" &

126" Fire Protection: NFPA 701

Bacteria & Fungi Resistant:

ASTM E2180 & G21; Microban Protection

Certifications: GreenGuard Gold; Lead Free RoHS Openness Factors SW3500 5% Open: Thickness: 0.036" Weight: 19.20 oz/sq yd

SW4100 10% Open: Thickness: 0.035" Weight: 17.50 oz/sq yd SW4400 3% Open: Thickness: 0.037" Weight: 20.70 oz/sq yd

SilverScreen by Verosol Interior 36% fiberglass and 64% vinyl, with ultra-fine aluminum backing on outside for glare control.

Roll Width: 75" & 94" Fire Protection: NFPA 701 Bacteria & Fungi Resistant:

ASTM G21

Certifications: GreenGuard Gold Openness Factor 4% Open: Thickness: 0.020" Weight: 14.11 oz/sq yd

SunBloc SB9100 Blackout by Draper Interior Opaque, close woven 27% fiberglass base textile with 73% sun-resistant vinyl film bonded to each side. White color on exterior side Roll Width: 72" Fire Protection: NFPA 701 Bacteria & Fungi Resistant:

ASTM G21

Certifications GreenGuard Gold Openness Factor 0% Open: Blackout Thickness: 0.013" Weight: 12.5 oz/sq yd

Fabric information is subject to change. Please visit draperinc.com/windowshades/fabricoptions.aspx for the most up to date fabrics.

PHIFER (CONTINUED)

DRAPER EXCLUSIVES

VEROSOL

765.987.7999 | 800.238.7999 | draperinc.com/windowshades/fabricoptions.aspx 5

SheerWeave® PW4500 / 4600 by Phifer Interior / Exterior 17% polyester, 83% PVC on polyester in a full basket weave Roll Width: 63", 98" & 126" Fire Protection: NFPA 701 Bacteria & Fungi Resistant:

ASTM E2180 & G21; Microban Protection

Certifications: GreenGuard Gold; Lead Free RoHS; REACH Compliant Openness Factors PW4500 5% Open: Thickness: 0.024" Weight: 14.40 oz/sq yd

PW4600 3% Open: Thickness: 0.030" Weight: 17.40 oz/sq yd

SheerWeave® SW7000 Blackout by Phifer Interior 100% Polyester with Acrylic Foam blackout backing Roll Width: 94" & 118" Fire Protection: NFPA 701 Bacteria & Fungi Resistant:

ASTM G21

Certifications: GreenGuard Gold; Lead Free RoHS; PVC Free Openness Factor 0% Open: Blackout: Thickness: 0.026" Weight: 13.41 oz/sq yd

SheerWeave® SW7100 Blackout by Phifer Interior PVC-coated Fiberglass laminated with a 2-ply PVC blackout film Roll Width: 63" & 96" Fire Protection: NFPA 701 Bacteria & Fungi Resistant:

ASTM E2180 & G21; Microban Protection

Openness Factor 0% Open: Blackout: Thickness: 0.023" Weight: 19.80 oz/sq yd

SheerWeave® PW4550 / 4650 by Phifer Interior / Exterior 17% polyester, 83% PVC on polyester in a directional weave Roll Width: 63" & 98" Fire Protection: NFPA 701 Bacteria & Fungi Resistant:

ASTM E2180 & G21; Microban Protection

Certifications: GreenGuard Gold; Lead Free RoHS; REACH Compliant Openness Factors PW4550 5% Open: Thickness: 0.025" Weight: 12.50 oz/sq yd

PW4650 3% Open: Thickness: 0.026" Weight: 13.30 oz/sq yd

SheerWeave® SW7400 Blackout by Phifer Interior 100% Polyester with Acrylic Foamed Backing in a decorative weave Roll Width: 118" Fire Protection: NFPA 701 Bacteria & Fungi Resistant:

ASTM G21

Certifications: GreenGuard Gold; Lead Free RoHS; PVC Free Openness Factor 0% Open: Blackout: Thickness: 0.029" Weight: 12.53 oz/sq yd

SheerWeave® PW4800 by Phifer Interior / Exterior 24% polyester, 76% vinyl on polyester in a directional weave Roll Width: 63", 96" & 126" Fire Protection: NFPA 701 Bacteria & Fungi Resistant:

ASTM E2180 & G21; Microban Protection

Openness Factor 1% Open: Thickness: 0.036" Weight: 18.50 oz/sq yd

SheerWeave® SW7450 by Phifer Interior 100% Polyester with Acrylic Coating in a decorative weave Roll Width: 118" Fire Protection: NFPA 701 Bacteria & Fungi Resistant:

ASTM G21

Openness Factor Light Filtering: Thickness: 0.0118" Weight: 6.19 oz/sq yd

SheerWeave® PW4901 / 4903 by Phifer Exterior / Interior 17% polyester, 83% PVC on polyester in a twill weave Roll Width: 63" & 98" Fire Protection: NFPA 701 Bacteria & Fungi Resistant:

ASTM E2180 & G21; Microban Protection

Certifications: GreenGuard Gold; Lead Free RoHS; REACH Compliant Openness Factors PW4901 1% Open: Thickness: 0.028" Weight: 16.20 oz/sq yd

PW4903 3% Open: Thickness: 0.027" Weight: 14.90 oz/sq yd

SheerWeave® SW7500 Blackout by Phifer Interior 100% polyester with acrylic coating Roll Width: 78", 98" & 118" Fire Protection: NFPA 701 Bacteria & Fungi Resistant:

ASTM E2180 & G21

Openness Factor 0% Open: Blackout: Thickness: 0.014" Weight: 12.40 oz/sq yd

SheerWeave® SW5000 by Phifer Interior / Exterior Polyester yarn with a PVC coating in a decorative weave. Composition % varies by color.

Roll Width: 74" & 98" Fire Protection: Varies by color Bacteria & Fungi Resistant:

ASTM E2180 & G21; Microban Protection

Certifications: GreenGuard Gold; Lead Free RoHS; REACH Certified Openness Factor Varies by Color Thickness: Varies by color Weight: Varies by color

SunBloc SB9000 Blackout by Draper Interior Opaque, close woven 27% fiberglass base textile with 73% sun-resistant vinyl film bonded to each side. Same color both sides Roll Width: 72" Fire Protection: NFPA 701 Bacteria & Fungi Resistant:

ASTM E2180 & G21

Certifications GreenGuard Gold Openness Factor 0% Open: Thickness: 0.015" Weight: 12.0 oz/sq yd

MERMET

Flocké Blackout by Mermet Interior 42% fiberglass, 51% acrylic and 7% cotton flocked blackout backing Roll Width: 94.5" Fire Protection: NFPA 701 Bacteria & Fungi Resistant:

Certifications:

Openness Factor

RoHS Compliant 0% Open: Blackout Thickness: 0.020" Weight: 15.93 oz/sq yd

Green Screen Evolve by Mermet Interior Zero waste, 100% recyclable, PVC free designer fabric constructed primarily of Repreve polyester in a diamond knit Roll Width: 118" Fire Protection: NFPA 701 Bacteria & Fungi Resistant:

ASTM E2180 & G21

Certifications: GreenGuard Gold; Lead Free RoHS; Cradle to Cradle Bronze; PVC Free

Openness Factors 1% Open: Thickness: 0.029" Weight: 8.97 oz/sq yd 3% Open: Thickness: 0.027" Weight: 8.41 oz/sq yd 5% Open: Thickness: 0.026" Weight: 7.93 oz/sq yd 10% Open: Thickness: 0.023" Weight: 5.69 oz/sq yd

Avila Twilight Blackout by Mermet Interior 100% polyester with acrylic foam blackout coating Roll Width: 118" Fire Protection: NFPA 701 Bacteria & Fungi Resistant:

ASTM E2180

Openness Factor 0% Open: Blackout Thickness: 0.020" Weight: 14.50 oz/sq yd

GreenScreen Revive by Mermet Interior Zero waste, 100% recyclable, PVC free designer fabric minimum of 89% Repreve recycled polyester in a diamond knit Roll Width: 118" Fire Protection: NFPA 701 Bacteria & Fungi Resistant:

ASTM G21

Certifications: GreenGuard Gold; Cradle to Cradle Bronze; Lead Free RoHS;

PVC Free

Openness Factors 1% Open: Thickness: 0.019" Weight: 5.87 oz/sq yd 5% Open: Thickness: 0.017" Weight: 5.01 oz/sq yd

E Screen by Mermet Interior / Exterior 36% fiberglass, 64% PVC on fiberglass in a full basket weave Roll Width: 78", 98" & 122" Fire Protection: NFPA 701 Bacteria & Fungi Resistant:

ASTM E2180 & G21

Certifications: GreenGuard Gold; Lead Free RoHS Openness Factors 1% Open: Thickness: 0.020" Weight: 13.30 oz/sq yd

3% Open: Thickness: 0.017" Weight: 11.60 oz/sq yd 5% Open: Thickness: 0.016" Weight: 10.70 oz/sq yd 10% Open: Thickness: 0.020" Weight: 10.30 oz/sq yd

M Screen by Mermet Interior / Exterior 36% fiberglass, 64% PVC on fiberglass in a full rib weave Roll Width: 78", 98" & 122" Fire Protection: NFPA 701 Bacteria & Fungi Resistant:

ASTM E2180 & G21

Certifications: GreenGuard Gold; Lead Free RoHS Openness Factors 3% Open: Thickness: 0.022" Weight: 12.70 oz/sq yd

5% Open: Thickness: 0.022" Weight: 11.30 oz/sq yd

E Screen with KoolBlack Technology by Mermet Interior 36% fiberglass, 64% PVC on fiberglass in a full basket weave Roll Width: 98" & 122" Fire Protection: NFPA 701 Bacteria & Fungi Resistant:

ASTM E2180 & G21

Certifications: GreenGuard Gold, Lead Free RoHS;

KoolBlack Technology incorporates reflective properties into dark color fabrics to improve solar heat gain coefficient

Openness Factors 1% Open Thickness: 0.021 Weight: 12.95 oz/sq yd 3% Open: Thickness: 0.020" Weight: 11.30 oz/sq yd 5% Open: Thickness: 0.019" Weight: 10.60 oz/sq yd

Natte by Mermet Exterior / Interior 42% Fiberglass, 58% PVC on fiberglass in a full basket weave Roll Width: 98" & 122" Fire Protection: NFPA 701 Bacteria & Fungi Resistant:

ASTM E2180 & G21

Certifications: GreenGuard Gold; Lead Free RoHS Openness Factors 5% Open: Thickness: 0.022" Weight: 14.13 oz/sq yd

10% Open: Thickness: 0.021" Weight: 13.48 oz/sq yd

S-Screen by Mermet Interior 33.6% Fiberglass, 59.6% Vinyl, 6.8% Polyester in a ribbed weave Roll Width: 98" & 122" Fire Protection: NFPA 701 Bacteria & Fungi Resistant:

ASTM E2180 & G21

Certifications:

Openness Factor

GreenGuard Gold; Lead Free RoHS 4% Open: Thickness: 0.037" Weight: 18.90 oz/sq yd

Deco Screen by Mermet Interior 64% Vinyl 36% fiberglass in a ribbed weave Roll Width: 98" Fire Protection: NFPA 701 Bacteria & Fungi Resistant:

ASTM E2180 & G21

Certifications: GreenGuard Gold, Lead Free RoHS Openness Factors 3% Open: Thickness: 0.023" Weight: 12.21 oz/sq yd

5% Open: Thickness: 0.020" Weight: 11.30 oz/sq yd

Soltis Opaque B92 by Ferrari Exterior / Interior PVC-coated polyester and pre-tensioning process for dimensional stability Roll Width: 66.9" Fire Protection: NFPA 701

Certifications: GreenGuard Gold; Texyloop Certified Openness Factors 0% Blackout: Thickness: 0.024" Weight: 19.20 oz/sq yd

Soltis Perform 92 by Ferrari Exterior / Interior

Roll Width: 69.7" & 105.1" Fire Protection: NFPA 701

Openness Factors

GreenGuard Gold; Texyloop Certified 4% Open: Thickness: 0.018" Weight: 12.40 oz/sq yd

Fabric information is subject to change. Please visit draperinc.com/windowshades/fabricoptions.aspx for the most up to date fabrics.

MERMET (CONTINUED)

SERGE FERRARI

765.987.7999 | 800.238.7999 | draperinc.com/windowshades/fabricoptions.aspx 7

T-Screen by Mermet Interior / Exterior 36% fiberglass, 64% PVC on fiberglass in an offset twill weave Roll Width: 98" Fire Protection: NFPA 701 Bacteria & Fungi Resistant:

ASTM E2180 & G21

Certifications:

Openness Factor

GreenGuard Gold; Lead Free RoHS 3% Open: Thickness: 0.025" Weight: 11.60 oz/sq yd

Vienne by Mermet Exterior / Interior 42% fiberglass, 58% PVC on fiberglass in a plain weave Roll Width: 98" & 122" Fire Protection: NFPA 701 Bacteria & Fungi Resistant:

ASTM E2180 & G21

Certifications: GreenGuard Gold; Lead Free RoHS Openness Factors 5% Open: Thickness: 0.018" Weight: 11.83 oz/sq yd

10% Open: Thickness: 0.019" Weight: 10.91 oz/sq yd

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