18_am_2.pdf
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- Attached to
- Exterior Envelope & Roof at NASM-UHC
- Solicitation number
- F19R010018
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Amendment 2 and RFIs
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| 33330219RF0010018_amendment_1.pdf | ||
| 33330219RF0010018_FINAL.pdf |
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(x)
33330219RF0010018
x x copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted ; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT TO BE RECEIVED AT
THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted , such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
x
OCON
Washington DC 20013-7012
MRC 1200
P.O. BOX 37012
OCON
OCON
Washington DC 20013-7012
MRC 1200
P.O. BOX 37012
SMITHSONIAN INSTITUTION
135450205/17/20190002
13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning
Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended , by one of the following methods: (a) By completing
The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
FACILITY CODE CODE
10B. DATED (SEE ITEM 13)
10A. MODIFICATION OF CONTRACT/ORDER NO.
9B. DATED (SEE ITEM 11)
9A. AMENDMENT OF SOLICITATION NO.
CODE
8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)
7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY
PAGE OF PAGES
4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)
1. CONTRACT ID CODE
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
05/17/2019
CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority) appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).
E. IMPORTANT: Contractor is not, is required to sign this document and return __________________ copies to the issuing office.
ORDER NO. IN ITEM 10A.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
This is amendment 2 to RFP F19R010018 for Exterior Envelope Restoration and Roof Replacement at the National Museum of Air and Space Udvar Hazy Center.
Bids are due June 28, 2019 at 3 pm. The Smithsonian reserves the right to answer any relevant questions submitted after the due date for questions.
Attached RFIs and addendums are incorporated into the solicitation:
1354502_Bid Addendum No. 1_Sheets* 1354502_Bid Addendum No. 1_Drawings* RFI set 1 dated 19_0612_Responses
*Please contact Jo-Ann Romano to obtain bid addendum documents.
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)
15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED
(Signature of person authorized to sign) (Signature of Contracting Officer)
Thomas Dempsey
STANDARD FORM 30 (REV. 10-83)
Prescribed by GSA
FAR (48 CFR) 53.243
NSN 7540-01-152-8070
Previous edition unusable
Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .
TEL: EMAIL: 202-633-7259 dempseyt@si.edu
RESPONSES TO BIDDER QUESTIONS/ RFP Solicitation No. F19R010018
RFI QUESTION RESPONDENT RESPONSE
1 Given the complexities of this project and the specific information requested in the technical proposal, we respectfully request an extension to the due date to allow proposals to be submitted during the week of July 8, 2019.
SI
The bid date is extended to June 28, 2019 at 3:00 pm.
Please consider extending the due date for RFIs, to allow additional time to review the drawings and specifications.
SI
The Smithsonian reserves the right to answer any relevant questions submitted after the due date.
2 Please reconsider the bid date. SI Please see above.
Who is responsible for moving the artifacts? SI The artifacts are not to be moved.
Section 0000-8 Paragraph 15.1.1 states that interior work hours are from 6 am - 930 am.
Paragraph 15.3 states that the contractor will reimburse the SI for security outside the the stated work hours. What will be the hourly rate for reimbursement costs? How many security personnel will be required for work outside the specified hours?
HCA
The current overtime hourly rate ($40.00) is provided in paragraph 60.2.
Section 072100-3 Paragraph 2.1B states that insulation shall be polyisocyanurate with minimum compressive strength of 60 PSI. There is no such product that we are aware of. Can you please clarify?
HA
Min to be 20psi-Specification will be revisied accordingly.
If the bid extension is granted, can an extension also be granted for questions regarding the specification?
SI
Please see above.
Page 81 of the RFP requires a CPM schedule in the technical proposal. Does the schedule count toward the page count and if so can it count as one page? SI CPM is subject to the page limit, and not as one page.
Page 82 of the RFP requires logistics plans in the technical proposal. Does this count toward the page count and if so can it count as one page? SI Logisitics is subject to the page limit, and not as one page.
Page 83 of the RFP requires AIA document A-305 and a financial statement. Please confirm this does not count toward the technical proposal page count. SI Financial statement is not subject to the page limit. AIA document A-305 is subject to the page limit.
Page 83 of the RFP requests past performance information on projects that contained
"substantial masonry repair". Can this be removed from the evaluation since masonry is not one of the primary trades on this project?
SI
Substantial masonry repair requirement is not necessary. Replace with roof membrane installation requirement.
Page 84 of the RFP references the subcontracting plan requirements and states that resumes should be provided in the technical proposal. Please confirm that GC staff resumes are not required since they were not listed in the technical proposal requirements in section L.1.
SI
GC resumes are required.
Page 61 of the RFP requires a Superintendent Staff and then lists several positions in addition to the Superintendent. Are any of these required positions that require someone to be on-site, full time for the duration of the project?
SI
Superintendent to be on-site when any workers are on-site. CQC to be here anytime new work is being installed.
Please consider extending the deadline for submitting RFIs. SI Please see above.
Please consider postponing the bid due date to after the July 4th holiday. This will accommodate more subcontractor participation.
SI Please see above.
4 Will the MWAA inspector be onsite full time during the roofing installation See Amendment #1.
Our insurance cannot be responsible for the MWAA inspector if he/she decides to rappel down the barrel side. Is MWAA providing its own access and PPE to inspect the work? SI Contractor to provide access for all MWAA and/or SI provided inspections. MWAA and SI will provide their own safety harnesses, hardhats, PPE, et…
For the overhead protection in the clerestory, is SI moving the cameras? SI SI with move cameras. Contact COTR to coordinate, with SI, any moves necessary.
There is not enough time to properly prepare a competitive and thoughtful proposal in the amount of time in the RFP. Can the bid date be extended to provide plenty of time after the
RFI’s are answered
SI
Please see above.
Confirm scope of metal panel removal? Is it just for option 3? It appears only option 3 calls for addition of specific substrate. (waterproofing membrane?)
HA
Note difference in new metal wall panels (074213) and existing insulated core metal wall panels
(074216). Base bid requires targeted removal and reinstall of existing insulated panel. Option 3 requires removal of existing insulated panels and installation of new metal panels as part of a rain screen assembly.
With the removal and reinstallation of all Kalwall panels for the head and sill flashings, should replacing all of the Kalwall with new be included as an option due to the age of the existing system?
HCA
Replacement of existing Kalwall with all new has been added as Option 4.
Per the snow fence quantities, based on the documents and specs, if the delegated design requires more runs of snow fence than shown on the documents, do we bid per documents or delegated design?
HCA
Bid is to be based on documents. Spec section 07 7253 has been revised to include the basis of design.
Per Section 01 0000, page 3, 2.3. Upper Fuselage Curtain Wall, BB – Confirm Building enclosure commissioning requirements. Provide testing type and frequency required. NV5
Scope item BB applies to the base bid, option 1, and option 3. General and multi-system commissioning requirements can be found in section 07 0800. System specific tests are identified in the specification section for each enclosure system.
Confirm if requirements contained in Section 07 0800 apply only to Option 3
NV5
The requirements contained in Section 07 0800 apply to the base bid, option 1, and option 3.
Per Section 07 0800: 1.7 Submit also B1 & B2 – Provide specific tests to be performed. Para
3.5 only requires ASTM E1186. NV5 Additional test details are provided in the specification section for each enclosure system.
Per Section 07 0800: 1.10 Construction Phases o 2. Functional Performance Tests (FPT) § a,b,c & d - confirm testing required
NV5
Additional test details are provided in the specification section for each enclosure system.
Per Section 07 0800: 3. Coordination Requirements § a – Confirm extent of type tests to be performed. NV5 The extent of quantitative tests can be found in the specification section for each enclosure system.
Per Section 07 0800: 3.1 Quality Control A – Confirm qualification requirements of QC person
NV5
Quality control person qualifications can be found in section 07 0800: 1.9 Quality Control.
Per Section 07 0800: 3.3 Quality Control Testing A .1 – Confirm – Confirm specific type and extent of testing required.
NV5
Quantitative test requirements can be found in the specification section for each enclosure system. The specific frequency of the qualitative tests and observations listed in paragraph 3.3 is at the discretion of the contractor to satisfy the quality requirements of the project. The frequency of quality control reports is weekly.
Per Section 07 0800: 3.5 Air Barrier Leakage Testing o A. – Confirm testing that is to be completed at the end of construction. If testing is required, Recommend testing before completion.
NV5
The specification has been revised to clarify air barrier leakage testing requirements. Air barrier leakage testing shall be limited to locations where air barrier membranes abuts dissimilar systems including roofing, translucent panels and glazed curtainwall systems. Performance testing of the sealed joints between air barriers and dissimilar systems shall be performed concurrently with the testing of those systems, as specified in the technical Sections of these
Specifications.
Per Section 07 0800: 3.5 Air Barrier Leakage Testing o B. – ASTM 1186 is referenced as the test method required. This is a general Test that is usually provided in conjunction with other test such as ASTM E783. Please confirm the intent of the testing or provide specific type and extent of testing required. NV5
The specification has been revised to clarify air barrier leakage testing requirements. Air barrier leakage testing shall be limited to locations where air barrier membranes abuts dissimilar systems including roofing, translucent panels and glazed curtainwall systems. Performance testing of the sealed joints between air barriers and dissimilar systems shall be performed concurrently with the testing of those systems, as specified in the technical Sections of these
Specifications.
6 Section 01000-6 lists some unit prices but they are not included on the bid form in the RFP. Please clarify if these unit prices are required.
SI
Provide unit prices.
Allowance 1 calls for 60,000 of CSPE membrane and insulation to be replaced. Please confirm that this is not to be replaced with Hypalon. The description also states that this quantity includes what is shown to be replaced. Are you referring to the areas being removed for the snow fence?
SI
It is not Hypalon. The description is for the snow guard, which is diagrammatic on plans, and discovered bad roof/wet insulation during construction.
Section 132000-1.2.A.1 states that the contractor cannot move any exhibits. Will SI be responsible for moving exhibits if necessar to install protection? SI
Please see above.
Section 132000-1.2.F.k requires cleaning of the artifacts. Is this a requirement since the contractor is not to touch or move any exhibits?
SI
Cleaning of the artifact protection is required; thus, the artifact should be kept clean and artifact cleaning, itself, is not required.
Please clarify the intent of the protection as the drawings only mention poly coverings but the specification has more stringent requirements. Are we to drape poly over the exhibits or is the intention to build protection barriers beneath the roof structure?
SI
The intent is to drape poly over the artifacts, and Amendent #2 shows an updated specications with less requirements.
| 1354502_Bid Addendum No. 1-Specifications.pdf |
| 00 0002 Table of Contents |
| Blank Page |
| 01 0000 Division 1 |
| 02 2200 Excavation and Backfill |
| 03 3000 Cast-In-Place Concrete |
| 07 0800 Commissioning |
| 07 2100 Thermal Insulation |
| 07 5610 Reinforced Liquid Applied Membrane Roofing |
| Blank Page |
| 07 7253 Snow Guards |
| PART 1 - GENERAL |
| 1.1 RELATED DOCUMENTS |
| A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. |
| B. The work of this Section is included in the scope of building envelope commissioning (BECx) to be performed during the construction and acceptance of the Work. Refer to Section 07 08 00 for requirements affecting the planning and execution of the ... |
| 1.2 SUMMARY |
| A. Section Includes: |
| 1. |
| 1. |
| 1. Rail-type Snow Guards with flat-mounted brackets. |
| 1.1 |
| 1.1 |
| 1.3 ACTION SUBMITTALS |
| A. Product Data: For each type of product, include construction details, material descriptions, dimensions of individual components and profiles, and finishes. |
| B. Shop Drawings: Include roof plans, elevations, and sections showing layouts and attachment details of snow guards. |
| 1. Include details of rail-type snow guard system components and the attachment to roof structure. |
| C. Samples: |
| 1. |
| 1. |
| 1. Rail-Type Snow Guards: Bracket and continuous bars, rails, or pipes. |
| a. For units with factory-applied finishes, submit manufacturer's standard color selections. |
| D. Delegated-Design Submittal: For snow guards, include analysis reports signed and sealed by the qualified professional engineer responsible for their preparation. |
| 1. Include calculation of the number and locations of snow guard system components. |
| 1.4 INFORMATIONAL SUBMITTALS |
| A. Qualification Data: For professional engineer's experience with providing delegated design engineering services of the kind indicated, including documentation that the engineer is licensed in the Commonwealth of Virginia. |
| PART 1 - |
| PART 1 - |
| PART 1 - |
| PART 2 - PRODUCTS |
| 2.1 PERFORMANCE REQUIREMENTS |
| A. Delegated Design: Engage a qualified professional engineer, as defined in Section 01 0000 "Supplementary Conditions for Construction," to design snow guards, including attachment to building, based on the following: |
| 1. Roof snow load. |
| 2. Snow drifting. |
| 3. Roof slope. |
| 4. Roof type. |
| 5. Roof dimensions. |
| 6. Roof structure type and thickness. |
| 7. Thermal separation. |
| 8. Snow guard type. |
| 9. Snow guard fastening method and strength. |
| 10. Snow guard spacing. |
| 11. Coefficient of Friction Between Snow and Roof Surface: 0. |
| 12. Factor of Safety: 2. |
| B. Performance Requirements: Provide snow guards that withstand exposure to weather and resist thermally induced movement without failure, rattling, or fastener disengagement due to defective manufacture, fabrication, installation, or other defects in... |
| 1. Temperature Change: 67 deg C, ambient. |
| C. Structural Performance Requirements: Snow guards shall withstand the effects of gravity loads and the following loads and stresses within limits and under conditions indicated. |
| 1. Snow Loads: Ground snow load of 1.44 kPa. |
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| 2.2 RAIL-TYPE SNOW GUARDS |
| A. Rail-type snow guards with flat-mounted brackets. |
| 1. |
| 1. |
| 1. |
| 1. Description: One-piece units fabricated from metal plate, brackets, and supports, anchored to roof structure and equipped with two bars, rails, or pipes. |
| 2. Brackets and Supports: Type 304 stainless steel; mill finish. |
| 3. Bars, Rails, or Pipes: Aluminum; mill finished. |
| a. Profile: Per manufacturer. |
| 4. Fasteners: Type 316 stainless steel. |
| a. Placement: Between roof structure and bracket. |
| b. Thickness: 13 mm. |
| c. Provide washers and bushings per manufacturer’s recommendations. |
| B. Basis of Design: Alpine SnowGuards Systems of Morrisville, VT. Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to the following: |
| 1. SnowBar Systems of Lemoyne, PA. |
| 2. Or Approved Equal. |
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| PART 3 - EXECUTION |
| 3.1 EXAMINATION |
| A. Examine substrates and conditions, with Installer present, for compliance with requirements for installation tolerances, snow guard attachment, and other conditions affecting performance of the Work. |
| 1. Verify compatibility with and suitability of substrates. |
B. Proceed with installation only after unsatisfactory conditions have been corrected.
| 3.2 PREPARATION |
| A. |
| A. Remove insulation as necessary for installation of snow guard system. |
| B. Prepare substrate for attachment of snow guard system. |
| C. Replace insulation as required. |
| 3.3 INSTALLATION |
| A. Install snow guards according to manufacturer's written instructions. |
| 1. |
| 1. Space rows as recommended by manufacturer. |
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| B. Attachment to Steel Roof Deck: |
| a. Install brackets in straight rows and in alignment with adjacent row brackets. |
| b. Mechanically fasten to metal deck, using stainless steel self-tapping screws with size, quantity, layout and spacing determined by delegated design engineer. Length of screws shall account for thickness of thermal separation material. |
| c. Install bars, rails, or pipes in brackets after the PMMA roofing material has been installed. |
| 2. Attachment of the brackets to the steel roof deck must be made from the top, outer surface of the roof. No work is permitted from the interior of the building. |
| 08 4523 Translucent Panel Wall System |
| 09 2900 Gypsum Board |
| 13 2000 Interior Protection of Artifacts and Exhibits |
| 22 0529 Hangers and Supports |
| PART 1 - GENERAL |
| 1.1 RELATED DOCUMENTS |
| A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. |
| 1.2 SUMMARY |
| A. Section Includes: |
| 1. Metal pipe hangers and supports. |
| 2. Trapeze pipe hangers. |
| 1. |
| 1. |
| 1. |
| 1. |
| 3. Fastener systems. |
| 1. |
| 4. Pipe-positioning systems. |
| A. |
| B. Related Requirements: |
| 1. Section 05 5000 "Metal Fabrications" for structural-steel shapes and plates for trapeze hangers for pipe and equipment supports. |
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| 1.3 ACTION SUBMITTALS |
| A. Product Data: For each type of product. |
| A. |
| A. |
| A. |
| A. |
| A. |
| A. |
| B. Shop Drawings: Signed and sealed by a qualified professional engineer. Show fabrication and installation details and include calculations for the following: |
| 1. Trapeze pipe hangers. |
| C. Delegated-Design Submittal: For trapeze hangers indicated to comply with performance requirements and design criteria, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation. |
| 1. Detail fabrication and assembly of trapeze hangers. |
| 2. Include design calculations for designing trapeze hangers. |
| 1.4 INFORMATIONAL SUBMITTALS |
| A. Welding certificates. |
| 1.5 QUALITY ASSURANCE |
| A. Structural-Steel Welding Qualifications: Qualify procedures and personnel according to AWS D1.1/D1.1M. |
| B. Pipe Welding Qualifications: Qualify procedures and operators according to 2015 ASME Boiler and Pressure Vessel Code, Section IX. |
| PART 2 - PRODUCTS |
| 2.1 PERFORMANCE REQUIREMENTS |
| A. |
| A. Structural Performance: Hangers and supports for plumbing piping and equipment shall withstand the effects of gravity loads and stresses within limits and under conditions indicated according to ASCE/SEI 7. |
| 1. Design supports for multiple pipes, including pipe stands, capable of supporting combined weight of supported systems, system contents, and test water. |
| 1. |
| 2. Design seismic-restraint hangers and supports for piping and equipment and obtain approval from authorities having jurisdiction. |
| 2.2 METAL PIPE HANGERS AND SUPPORTS |
| A. Carbon-Steel Pipe Hangers and Supports: |
| 1. Description: MSS SP-58, Types 1 through 58, factory-fabricated components. |
| 2. Galvanized Metallic Coatings: Pregalvanized, hot-dip galvanized, or electro-galvanized. |
| 3. Nonmetallic Coatings: Plastic coated or epoxy powder coated. |
| 4. Padded Hangers: Hanger with fiberglass or other pipe insulation pad or cushion to support bearing surface of piping. |
| 5. Hanger Rods: Continuous-thread rod, nuts, and washer made of carbon steel. |
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| 2.3 TRAPEZE PIPE HANGERS |
| A. Description: MSS SP-58, Type 59, shop- or field-fabricated pipe-support assembly, made from structural-carbon-steel shapes, with MSS SP-58 carbon-steel hanger rods, nuts, saddles, and U-bolts. |
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| 2.4 FASTENER SYSTEMS |
| A. |
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| A. Mechanical-Expansion Anchors: Insert-wedge-type anchors, for use in hardened portland cement concrete, with pull-out, tension, and shear capacities appropriate for supported loads and building materials where used. |
| 1. |
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| 1. Indoor Applications: Zinc-coated or stainless steel. |
| 2. Outdoor Applications: Stainless steel. |
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| 2.5 MATERIALS |
| A. Aluminum: ASTM B 221M. |
| B. Carbon Steel: ASTM A 1011/A 1011M. |
| C. Structural Steel: ASTM A 36/A 36M carbon-steel plates, shapes, and bars; black and galvanized. |
| D. Stainless Steel: ASTM A 240/A 240M. |
| E. Grout: ASTM C 1107/C 1107M, factory-mixed and -packaged, dry, hydraulic-cement, nonshrink and nonmetallic grout; suitable for interior and exterior applications. |
| 1. Properties: Nonstaining, noncorrosive, and nongaseous. |
| 2. Design Mix: 34.5-MPa, 28-day compressive strength. |
| PART 3 - EXECUTION |
| 3.1 APPLICATION |
| A. Comply with requirements in Section 07 8413 "Penetration Firestopping" for firestopping materials and installation, for penetrations through fire-rated walls, ceilings, and assemblies. |
| B. Strength of Support Assemblies: Where not indicated, select sizes of components, so strength will be adequate to carry present and future static loads within specified loading limits. Minimum static design load used for strength determination shall... |
| 3.2 HANGER AND SUPPORT INSTALLATION |
| A. Metal Pipe-Hanger Installation: Comply with MSS SP-58. Install hangers, supports, clamps, and attachments as required to properly support piping from building structure. |
| B. Metal Trapeze Pipe-Hanger Installation: Comply with MSS SP-58. Arrange for grouping of parallel runs of horizontal piping, and support together on field-fabricated trapeze pipe hangers. |
| 1. Pipes of Various Sizes: Support together and space trapezes for smallest pipe size, or install intermediate supports for smaller-diameter pipes as specified for individual pipe hangers. |
| 2. Field fabricate from ASTM A 36/A 36M carbon-steel shapes selected for loads being supported. Weld steel according to AWS D1.1/D1.1M. |
| A. |
| A. |
| C. Fastener System Installation: |
| 1. |
| 1. Install mechanical-expansion anchors in concrete, after concrete is placed and completely cured. Install fasteners according to manufacturer's written instructions. |
| A. |
| A. |
| A. |
| A. |
| D. Install hangers and supports complete with necessary attachments, inserts, bolts, rods, nuts, washers, and other accessories. |
| A. |
| E. Install hangers and supports to allow controlled thermal and seismic movement of piping systems, to permit freedom of movement between pipe anchors, and to facilitate action of expansion joints, expansion loops, expansion bends, and similar units. |
| F. Install lateral bracing with pipe hangers and supports to prevent swaying. |
| G. Install building attachments within concrete slabs or attach to structural steel. Install additional attachments at concentrated loads, including valves, flanges, and strainers, DN 65 and larger and at changes in direction of piping. Install concre... |
| H. Load Distribution: Install hangers and supports, so that piping live and dead loads and stresses from movement will not be transmitted to connected equipment. |
| I. Pipe Slopes: Install hangers and supports to provide indicated pipe slopes and to not exceed maximum pipe deflections allowed by ASME B31.9 for building services piping. |
| J. Insulated Piping: |
| 1. Attach clamps and spacers to piping. |
| a. |
| a. Piping Operating Below Ambient Air Temperature: Use thermal hanger-shield insert with clamp sized to match OD of insert. |
| b. Do not exceed pipe stress limits allowed by ASME B31.9 for building services piping. |
| 2. Install MSS SP-58, Type 39 protection saddles if insulation without vapor barrier is indicated. Fill interior voids with insulation that matches adjoining insulation. |
| a. Option: Thermal hanger-shield inserts may be used. Include steel weight-distribution plate for pipe DN 100 and larger if pipe is installed on rollers. |
| 3. Install MSS SP-58, Type 40 protective shields on cold piping with vapor barrier. Shields shall span an arc of 180 degrees. |
| a. Option: Thermal hanger-shield inserts may be used. Include steel weight-distribution plate for pipe DN 100 and larger if pipe is installed on rollers. |
| 4. Shield Dimensions for Pipe: Not less than the following: |
| a. DN 8 to DN 90: 305 mm long and 1.22 mm thick. |
| b. DN 100: 305 mm long and 1.52 mm thick. |
| c. DN 125 and DN 150: 457 mm long and 1.52 mm thick. |
| d. DN 200 to DN 350: 610 mm long and 1.91 mm thick. |
| e. DN 400 to DN 600: 610 mm long and 2.67 mm thick. |
5. Pipes DN 200 and Larger: Include wood or reinforced calcium-silicate-insulation inserts of length at least as long as protective shield.
| 1.1 |
| 1.1 |
| 1.1 |
| 1.1 |
| 1.1 |
| 3.3 METAL FABRICATIONS |
| A. Cut, drill, and fit miscellaneous metal fabrications for trapeze pipe hangers. |
| B. Fit exposed connections together to form hairline joints. Field weld connections that cannot be shop welded because of shipping size limitations. |
| C. Field Welding: Comply with AWS D1.1/D1.1M procedures for shielded, metal arc welding; appearance and quality of welds; and methods used in correcting welding work; and with the following: |
| 1. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. |
| 2. Obtain fusion without undercut or overlap. |
| 3. Remove welding flux immediately. |
| 4. Finish welds at exposed connections, so no roughness shows after finishing and so contours of welded surfaces match adjacent contours. |
| 3.4 ADJUSTING |
| A. Hanger Adjustments: Adjust hangers to distribute loads equally on attachments and to achieve indicated slope of pipe. |
| B. Trim excess length of continuous-thread hanger and support rods to 40 mm. |
| 3.5 PAINTING |
| A. Touchup: Clean field welds and abraded, shop-painted areas. Paint exposed areas immediately after erecting hangers and supports. Use same materials as those used for shop painting. Comply with SSPC-PA 1 requirements for touching up field-painted su... |
| 1. Apply paint by brush or spray to provide a minimum dry film thickness of 0.05 mm. |
| B. Touchup: Cleaning and touchup painting of field welds, bolted connections, and abraded, shop-painted areas on miscellaneous metal are specified in Section 09 9113 "Exterior Painting," Section 09 9123 "Interior Painting," and Section 09 9600 "High-P... |
| C. Galvanized Surfaces: Clean welds, bolted connections, and abraded areas, and apply galvanizing-repair paint to comply with ASTM A 780/A 780M. |
| 3.6 HANGER AND SUPPORT SCHEDULE |
| A. Specific hanger and support requirements are in Sections specifying piping systems and equipment. |
| B. Comply with MSS SP-58 for pipe-hanger selections and applications that are not specified in piping system Sections. |
| C. Use hangers and supports with galvanized metallic coatings for piping and equipment that will not have field-applied finishes. |
| A. |
| D. Use carbon-steel pipe hangers and supports and metal trapeze pipe hangers and attachments for general service applications. |
| A. |
| A. |
| A. |
| E. Use thermal hanger-shield inserts for insulated piping and tubing. |
| F. Horizontal-Piping Hangers and Supports: Unless otherwise indicated and except as specified in piping system Sections, install the following types: |
| 1. Adjustable, Steel Clevis Hangers (MSS Type 1): For suspension of noninsulated or insulated, stationary pipes DN 15 to DN 750. |
| 2. Yoke-Type Pipe Clamps (MSS Type 2): For suspension of up to 566 deg C pipes DN 100 to DN 600, requiring up to 100 mm of insulation. |
| 3. Carbon- or Alloy-Steel, Double-Bolt Pipe Clamps (MSS Type 3): For suspension of pipes DN 20 to DN 900, requiring clamp flexibility and up to 100 mm of insulation. |
| 1. |
| 4. Pipe Hangers (MSS Type 5): For suspension of pipes DN 15 to DN 100, to allow off-center closure for hanger installation before pipe erection. |
| 1. |
| 1. |
| 1. |
| 1. |
| 1. |
| 1. |
| 5. U-Bolts (MSS Type 24): For support of heavy pipes DN 15 to DN 750. |
| 6. Clips (MSS Type 26): For support of insulated pipes not subject to expansion or contraction. |
| 1. |
| 1. |
| 1. |
| 7. Single-Pipe Rolls (MSS Type 41): For suspension of pipes DN 25 to DN 750, from two rods if longitudinal movement caused by expansion and contraction occurs. |
| 8. Adjustable Roller Hangers (MSS Type 43): For suspension of pipes DN 65 to DN 600, from single rod if horizontal movement caused by expansion and contraction occurs. |
| 9. Complete Pipe Rolls (MSS Type 44): For support of pipes DN 50 to DN 1050 if longitudinal movement caused by expansion and contraction occurs but vertical adjustment is unnecessary. |
| 10. Pipe Roll and Plate Units (MSS Type 45): For support of pipes DN 50 to DN 600 if small horizontal movement caused by expansion and contraction occurs and vertical adjustment is unnecessary. |
| 11. Adjustable Pipe Roll and Base Units (MSS Type 46): For support of pipes DN 50 to DN 750 if vertical and lateral adjustment during installation, in addition to expansion and contraction, is required. |
| A. |
| A. |
| A. |
| G. Hanger-Rod Attachments: Unless otherwise indicated and except as specified in piping system Sections, install the following types: |
| 1. Steel Turnbuckles (MSS Type 13): For adjustment of up to 150 mm for heavy loads. |
| 2. Steel Clevises (MSS Type 14): For 49 to 232 deg C piping installations. |
| 3. Swivel Turnbuckles (MSS Type 15): For use with MSS Type 11 split pipe rings. |
| 4. Malleable-Iron Sockets (MSS Type 16): For attaching hanger rods to various types of building attachments. |
| 5. Steel Weldless Eye Nuts (MSS Type 17): For 49 to 232 deg C piping installations. |
| H. Building Attachments: Unless otherwise indicated and except as specified in piping system Sections, install the following types: |
| 1. Steel or Malleable-Concrete Inserts (MSS Type 18): For upper attachment to suspend pipe hangers from concrete ceiling. |
| 2. Top-Beam C-Clamps (MSS Type 19): For use under roof installations with bar-joist construction, to attach to top flange of structural shape. |
| 3. Side-Beam or Channel Clamps (MSS Type 20): For attaching to bottom flange of beams, channels, or angles. |
| 4. Center-Beam Clamps (MSS Type 21): For attaching to center of bottom flange of beams. |
| 5. Welded Beam Attachments (MSS Type 22): For attaching to bottom of beams if loads are considerable and rod sizes are large. |
| 6. C-Clamps (MSS Type 23): For structural shapes. |
| 7. Top-Beam Clamps (MSS Type 25): For top of beams if hanger rod is required tangent to flange edge. |
| 8. Side-Beam Clamps (MSS Type 27): For bottom of steel I-beams. |
| 9. Steel-Beam Clamps with Eye Nuts (MSS Type 28): For attaching to bottom of steel I-beams for heavy loads. |
| 10. Linked-Steel Clamps with Eye Nuts (MSS Type 29): For attaching to bottom of steel I-beams for heavy loads, with link extensions. |
| 11. Malleable-Beam Clamps with Extension Pieces (MSS Type 30): For attaching to structural steel. |
| 12. Welded-Steel Brackets: For support of pipes from below or for suspending from above by using clip and rod. Use one of the following for indicated loads: |
| a. Light (MSS Type 31): 340 kg. |
| b. Medium (MSS Type 32): 680 kg. |
| c. Heavy (MSS Type 33): 1360 kg. |
| 1. |
| 13. Plate Lugs (MSS Type 57): For attaching to steel beams if flexibility at beam is required. |
| 14. Horizontal Travelers (MSS Type 58): For supporting piping systems subject to linear horizontal movement where headroom is limited. |
| I. Saddles and Shields: Unless otherwise indicated and except as specified in piping system Sections, install the following types: |
| 1. Steel-Pipe-Covering Protection Saddles (MSS Type 39): To fill interior voids with insulation that matches adjoining insulation. |
| 2. Protection Shields (MSS Type 40): Of length recommended in writing by manufacturer to prevent crushing insulation. |
| 3. Thermal Hanger-Shield Inserts: For supporting insulated pipe. |
| J. Spring Hangers and Supports: Unless otherwise indicated and except as specified in piping system Sections, install the following types: |
| 1. Restraint-Control Devices (MSS Type 47): Where indicated to control piping movement. |
| 2. Spring Cushions (MSS Type 48): For light loads if vertical movement does not exceed 32 mm. |
| 3. Spring-Cushion Roll Hangers (MSS Type 49): For equipping Type 41 roll hanger with springs. |
| 4. Spring Sway Braces (MSS Type 50): To retard sway, shock, vibration, or thermal expansion in piping systems. |
| 5. Variable-Spring Hangers (MSS Type 51): Preset to indicated load, and limit variability factor to 25 percent to allow expansion and contraction of piping system from hanger. |
| 6. Variable-Spring Base Supports (MSS Type 52): Preset to indicated load, and limit variability factor to 25 percent to allow expansion and contraction of piping system from base support. |
| 7. Variable-Spring Trapeze Hangers (MSS Type 53): Preset to indicated load, and limit variability factor to 25 percent to allow expansion and contraction of piping system from trapeze support. |
| 8. Constant Supports: For critical piping stress and if necessary to avoid transfer of stress from one support to another support, critical terminal, or connected equipment. Include auxiliary stops for erection, hydrostatic test, and load-adjustment c... |
| a. Horizontal (MSS Type 54): Mounted horizontally. |
| b. Vertical (MSS Type 55): Mounted vertically. |
| c. Trapeze (MSS Type 56): Two vertical-type supports and one trapeze member. |
| K. Comply with MSS SP-58 for trapeze pipe-hanger selections and applications that are not specified in piping system Sections. |
| L. Comply with MFMA-103 for metal framing system selections and applications that are not specified in piping system Sections. |
| 26 0529 Hangers and Supports for Electrical Systems |
| PART 1 - GENERAL |
| 1.1 RELATED DOCUMENTS |
| A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. |
| 1.2 SUMMARY |
| A. Section Includes: |
| 1. Steel slotted support systems. |
| 2. Aluminum slotted support systems. |
| 3. Nonmetallic slotted support systems. |
| 4. Conduit and cable support devices. |
| 5. Support for conductors in vertical conduit. |
| 6. Structural steel for fabricated supports and restraints. |
| 7. Mounting, anchoring, and attachment components, including powder-actuated fasteners, mechanical expansion anchors, concrete inserts, clamps, through bolts, toggle bolts, and hanger rods. |
| 8. Fabricated metal equipment support assemblies. |
| 1.1 |
| 1.1 |
| 1.1 |
| 1.3 ACTION SUBMITTALS |
| A. Product Data: For each type of product. |
| 1. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for the following: |
| a. Slotted support systems, hardware, and accessories. |
| b. Clamps. |
| c. Hangers. |
| d. Sockets. |
| e. Eye nuts. |
| f. Fasteners. |
| g. Anchors. |
| h. Saddles. |
| i. Brackets. |
| 1. |
| 2. Include rated capacities and furnished specialties and accessories. |
| B. Shop Drawings: For fabrication and installation details for electrical hangers and support systems. |
| 1. Hangers. Include product data for components. |
| 2. Slotted support systems. |
| 3. Equipment supports. |
| 4. Hangers and supports |
| C. Delegated-Design Submittal: For hangers and supports for electrical systems. |
| 1. Include design calculations and details of hangers. |
| 2. Include design calculations for seismic restraints. |
| 1.4 INFORMATIONAL SUBMITTALS |
| A. Coordination Drawings: Reflected ceiling plan(s) and other details, drawn to scale, on which the following items are shown and coordinated with each other, using input from installers of the items involved: |
| 1. Suspended ceiling components. |
| 2. Ductwork, piping, fittings, and supports. |
| 3. Structural members to which hangers and supports will be attached. |
| 4. Size and location of initial access modules for acoustical tile. |
B. Welding certificates.
| 1.5 QUALITY ASSURANCE |
| A. |
| A. Welding Qualifications: Qualify procedures and personnel according to the following: |
| 1. AWS D1.1/D1.1M. |
| 2. AWS D1.2/D1.2M. |
| PART 2 - PRODUCTS |
| 2.1 PERFORMANCE REQUIREMENTS |
| A. Delegated Design: Engage a qualified professional engineer, as defined in Section 01 4000 "Quality Requirements," to design hanger and support system. |
| B. Surface-Burning Characteristics: Comply with ASTM E 84; testing by a qualified testing agency. Identify products with appropriate markings of applicable testing agency. |
| 1. Flame Rating: Class 1. |
| 2. Self-extinguishing according to ASTM D 635. |
| 2.2 SUPPORT, ANCHORAGE, AND ATTACHMENT COMPONENTS |
| A. Steel Slotted Support Systems: Preformed steel channels and angles with minimum 10-mm- diameter holes at a maximum of 200 mm o.c. in at least one surface. |
| 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: |
| a. Allied Tube & Conduit; a part of Atkore International. |
| b. B-line, an Eaton business. |
| c. ERICO International Corporation. |
| d. Flex-Strut Inc. |
| e. Gripple Inc. |
| f. GS Metals Corp. |
| g. G-Strut. |
| h. Haydon Corporation. |
| i. Metal Ties Innovation. |
| j. Thomas & Betts Corporation; A Member of the ABB Group. |
| k. Unistrut; Part of Atkore International. |
| 1. |
| 1. |
| 1. |
| 2. Standard: Comply with MFMA-4 factory-fabricated components for field assembly. |
| 3. Material for Channel, Fittings, and Accessories: Stainless steel, Type 316. |
| 4. Channel Width: Selected for applicable load criteria. |
| 5. Metallic Coatings: Hot-dip galvanized after fabrication and applied according to MFMA-4. |
| 6. Nonmetallic Coatings: Manufacturer's standard PVC, polyurethane, or polyester coating applied according to MFMA-4. |
| 7. Painted Coatings: Manufacturer's standard painted coating applied according to MFMA-4. |
| 8. Protect finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping. |
| A. |
| A. |
| A. |
| A. |
| A. |
| A. |
| A. |
| A. |
| A. |
| A. |
| A. |
| B. Conduit and Cable Support Devices: Stainless-steel hangers, clamps, and associated fittings, designed for types and sizes of raceway or cable to be supported. |
| C. Support for Conductors in Vertical Conduit: Factory-fabricated assembly consisting of threaded body and insulating wedging plug or plugs for nonarmored electrical conductors or cables in riser conduits. Plugs shall have number, size, and shape of c... |
| D. Structural Steel for Fabricated Supports and Restraints: ASTM A 36/A 36M steel plates, shapes, and bars; black and galvanized. |
| E. Mounting, Anchoring, and Attachment Components: Items for fastening electrical items or their supports to building surfaces include the following: |
| 1. Powder-Actuated Fasteners: Threaded-steel stud, for use in hardened portland cement concrete, steel, or wood, with tension, shear, and pullout capacities appropriate for supported loads and building materials where used. |
| a. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: |
| 1) Hilti, Inc. |
| 2) ITW Ramset/Red Head; Illinois Tool Works, Inc. |
| 3) MKT Fastening, LLC. |
| 1. |
| 1. |
| 1. |
| 2. Mechanical-Expansion Anchors: Insert-wedge-type, stainless steel, for use in hardened portland cement concrete, with tension, shear, and pullout capacities appropriate for supported loads and building materials where used. |
| a. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: |
| 1) B-line, an Eaton business. |
| 2) Empire Tool and Manufacturing Co., Inc. |
| 3) Hilti, Inc. |
| 4) ITW Ramset/Red Head; Illinois Tool Works, Inc. |
| 1. |
| 1. |
| 1. |
| 3. Concrete Inserts: Steel or malleable-iron, slotted support system units are similar to MSS Type 18 units and comply with MFMA-4 or MSS SP-58. |
| 4. Clamps for Attachment to Steel Structural Elements: MSS SP-58 units are suitable for attached structural element. |
| 5. Through Bolts: Structural type, hex head, and high strength. Comply with ASTM A 325. |
| 6. Toggle Bolts: Stainless-steel springhead type. |
| 7. Hanger Rods: Threaded steel. |
| 2.3 FABRICATED METAL EQUIPMENT SUPPORT ASSEMBLIES |
| A. Description: Welded or bolted structural-steel shapes, shop or field fabricated to fit dimensions of supported equipment. |
| B. Materials: Comply with requirements in Section 05 5000 "Metal Fabrications" for steel shapes and plates. |
| PART 3 - EXECUTION |
| 3.1 APPLICATION |
| A. Comply with the following standards for application and installation requirements of hangers and supports, except where requirements on Drawings or in this Section are stricter: |
| 1. NECA 1. |
| 2. NECA 101 |
| 3. NECA 102. |
| 4. NECA 105. |
| 5. NECA 111. |
| B. Comply with requirements in Section 07 8413 "Penetration Firestopping" for firestopping materials and installation for penetrations through fire-rated walls, ceilings, and assemblies. |
| C. Comply with requirements for raceways and boxes specified in Section 26 0533 "Raceways and Boxes for Electrical Systems." |
| D. Maximum Support Spacing and Minimum Hanger Rod Size for Raceways: Space supports for EMT, IMC, and RMC as required by NFPA 70. Minimum rod size shall be 6 mm in diameter. |
| E. Multiple Raceways or Cables: Install trapeze-type supports fabricated with steel slotted support system, sized so capacity can be increased by at least 25 percent in future without exceeding specified design load limits. |
| 1. Secure raceways and cables to these supports with two-bolt conduit clamps. |
F. Spring-steel clamps designed for supporting single conduits without bolts may be used for 38-mm and smaller raceways serving branch circuits and communication systems above suspended ceilings, and for fastening raceways to trapeze supports.
| 3.2 SUPPORT INSTALLATION |
| A. Comply with NECA 1 and NECA 101 for installation requirements except as specified in this article. |
| B. Raceway Support Methods: In addition to methods described in NECA 1, EMT, IMC and RMC may be supported by openings through structure members, according to NFPA 70. |
| C. Strength of Support Assemblies: Where not indicated, select sizes of components so strength will be adequate to carry present and future static loads within specified loading limits. Minimum static design load used for strength determination shall ... |
| D. Mounting and Anchorage of Surface-Mounted Equipment and Components: Anchor and fasten electrical items and their supports to building structural elements by the following methods unless otherwise indicated by code: |
| 1. To Wood: Fasten with lag screws or through bolts. |
| 2. To New Concrete: Bolt to concrete inserts. |
| 3. To Masonry: Approved toggle-type bolts on hollow masonry units and expansion anchor fasteners on solid masonry units. |
| 4. To Existing Concrete: Expansion anchor fasteners. |
| 5. Instead of expansion anchors, powder-actuated driven threaded studs provided with lock washers and nuts may be used in existing standard-weight concrete 100 mm thick or greater. Do not use for anchorage to lightweight-aggregate concrete or for slab... |
| 6. To Steel: Welded threaded studs complying with AWS D1.1/D1.1M, with lock washers and nuts. |
| 7. To Light Steel: Sheet metal screws. |
| 8. Items Mounted on Hollow Walls and Nonstructural Building Surfaces: Mount cabinets, panelboards, disconnect switches, control enclosures, pull and junction boxes, transformers, and other devices on slotted-channel racks attached to substrate. |
E. Drill holes for expansion anchors in concrete at locations and to depths that avoid the need for reinforcing bars.
| 3.3 INSTALLATION OF FABRICATED METAL SUPPORTS |
| A. Comply with installation requirements in Section 05 5000 "Metal Fabrications" for site-fabricated metal supports. |
| B. Cut, fit, and place miscellaneous metal supports accurately in location, alignment, and elevation to support and anchor electrical materials and equipment. |
| C. Field Welding: Comply with AWS D1.1/D1.1M. |
| 3.4 CONCRETE BASES |
| A. |
| A. |
| A. Anchor equipment to concrete base as follows: |
| 1. Place and secure anchorage devices. Use supported equipment manufacturer's setting drawings, templates, diagrams, instructions, and directions furnished with items to be embedded. |
| 2. Install anchor bolts to elevations required for proper attachment to supported equipment. |
| 3. Install anchor bolts according to anchor-bolt manufacturer's written instructions. |
| 3.5 PAINTING |
| A. Touchup: Clean field welds and abraded areas of shop paint. Paint exposed areas immediately after erecting hangers and supports. Use same materials as used for shop painting. Comply with SSPC-PA 1 requirements for touching up field-painted surfaces. |
| 1. Apply paint by brush or spray to provide minimum dry film thickness of 0.05 mm (. |
| B. Touchup: Comply with requirements in Section 09 9123 "Interior Painting" for cleaning and touchup painting of field welds, bolted connections, and abraded areas of shop paint on miscellaneous metal. |
| C. Galvanized Surfaces: Clean welds, bolted connections, and abraded areas and apply galvanizing-repair paint to comply with ASTM A 780. |
| 26 4113 - Lightning Protection for Structures |
| 26 5619 LED Exterior Lighting |
| PART 1 - GENERAL |
| 1.1 RELATED DOCUMENTS |
| A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. |
| 1.2 SUMMARY |
| A. Section Includes: |
| 1. Exterior solid-state luminaires that are designed for and exclusively use LED lamp technology. |
| 2. Luminaire supports. |
| 3. Luminaire-mounted photoelectric relays. |
| 1.1 |
| 1.1 |
| 1.1 |
| 1.1 |
| 1.1 |
| 1.1 |
| 1.1 |
| 1.3 DEFINITIONS |
| A. CCT: Correlated color temperature. |
| B. CRI: Color rendering index. |
| C. Fixture: See "Luminaire." |
| D. IP: International Protection or Ingress Protection Rating. |
| E. Lumen: Measured output of lamp and luminaire, or both. |
| F. Luminaire: Complete lighting unit, including lamp, reflector, and housing. |
| 1.4 ACTION SUBMITTALS |
| A. Product Data: For each type of luminaire. |
| 1. Arrange in order of luminaire designation. |
| 2. Include data on features, accessories, and finishes. |
| 3. Include physical description and dimensions of luminaire. |
| 4. Lamps, include life, output (lumens, CCT, and CRI), and energy-efficiency data. |
| 5. Photometric data and adjustment factors based on laboratory tests, complying with IES Lighting Measurements Testing and Calculation Guides, of each luminaire type. The adjustment factors shall be for lamps and accessories identical to those indicat... |
| a. Manufacturer's Certified Data: Photometric data certified by manufacturer's laboratory with a current accreditation under the NVLAP for Energy Efficient Lighting Products. |
| b. Testing Agency Certified Data: For indicated luminaires, photometric data certified by a qualified independent testing agency. Photometric data for remaining luminaires shall be certified by manufacturer. |
| 6. Wiring diagrams for power, control, and signal wiring. |
| 7. Photoelectric relays. |
| 8. Means of attaching luminaires to supports and indication that the attachment is suitable for components involved. |
| B. Shop Drawings: For nonstandard or custom luminaires. |
| 1. Include plans, elevations, sections, and mounting and attachment details. |
| 2. Include details of luminaire assemblies. Indicate dimensions, weights, loads, required clearances, method of field assembly, components, and location and size of each field connection. |
| 3. Include diagrams for power, signal, and control wiring. |
| C. Sustainable Design Submittals: |
| 1. Product Data: BUG ratings. |
| 2. Product Data: Indicating luminaire is certified by ENERGY STAR. |
| A. |
| D. Samples: For each luminaire and for each color and texture indicated with factory-applied finish. |
| E. Product Schedule: For luminaires and lamps. |
| F. Delegated-Design Submittal: For luminaire supports. |
| 1. Include design calculations for luminaire supports[ and seismic restraints]. |
| 1.5 INFORMATIONAL SUBMITTALS |
| A. Coordination Drawings: Plans, drawn to scale, on which the following items are shown and coordinated with each other, using input from installers of the items involved: |
| 1. Luminaires. |
| 2. Structural members to which luminaires will be attached. |
| 1. |
| 1. |
| 1. |
| 1. |
| 3. Building features. |
| 4. Vertical and horizontal information. |
| B. Qualification Data: For testing laboratory providing photometric data for luminaires. |
| C. Product Certificates: For each type of the following: |
| 1. Luminaire. |
| 2. Photoelectric relay. |
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