IFB #073-2021
ADDENDUM #2
CITY OF SPRINGFIELD, MISSOURI, DIVISION OF PURCHASES INVITATION FOR BID (IFB) #073-2021
FIRE STATION #10 RENOVATION (F0SR)
Margaret Juarez, Buyer Buyer’s Email: [email protected] Division of Purchases Telephone Number: 417-864-1621 218 E. Central, Springfield, MO 65802 REVISED DUE DATE: FEBRUARY 25, 2021 3:00PM
The original Invitation for Bid #073-2021 for FIRE STATION #10 RENOVATION (F0SR) documents shall remain in effect except as revised by the following changes, which shall take precedence over anything to the contrary in the specifications.
Please Note: The format of this addendum document will detail questions asked, answers provided, clarifications and statements made and will be denoted as follows: Q=Question, A=Answer, C= Clarification, and S= Statement
S: The bid schedule has been revised as follows:
• ADDITIONAL SITE VISIT: Tuesday, February 16, 2021 at 10:30am. Please sign up for this site visit by emailing Margaret Juarez at [email protected].
• FINAL QUESTIONS DUE: Wednesday, February 17, 2021 by 5:00pm.
• FINAL ADDENDUM: Friday, February 19, 2021 by 5:00pm.
• BIDS DUE: February 25, 2021 by 3:00pm CST. All documents must be uploaded into DemandStar by this time/date. Start your uploads early. If you need help with DemandStar, please call their Customer Service at 866-273-1863.
• BID OPENING: February 25, 2021 at 3:00pm CST via Zoom. To participate, email the Buyer, Margaret Juarez at [email protected] for the Zoom link.
S: Section 8.0 (Subcontractor List) in the IFB Document is hereby replaced with the following REVISED Subcontractor List (Page 3-4 of this Addendum). Please upload the REVISED Subcontractor List into DemandStar with your bid.
S: Further clarifications and revisions to the Specifications are provided by Sapp Design Associates Architects, P.C. and provided as Attachment 1 of this Addendum. The Pre-Bid Agenda and Sign-in Sheet are also provided in Attachment 1.
S: A Roof Core Report is provided by Rooflink and provided as Attachment 2 of this Addendum.
S: The following Substitution Requests have been submitted, reviewed, and provided as Attachment 3: 1. Resinous Flooring - Steri-Flake GP System with Sealer 30 by Dudick, inc 2. Fuel Fired Domestic Water Heater - Lochinvar 3. Firestone Modified Bitumen – GAF/JM TPO
Q: For bonding purposes what is the budget on the Fire Station #10 Renovation project? A: $550,000.00
Q: 075216 SBS MODIFIED BITUMEN ROOFING section 2.4 specifies HD iso coverboard. The 2.2/A/1 section specifies hot asphalt SBS base and cap sheet. HD iso cannot have hot asphalt applied to it. A: The coverboards have been corrected to be gypsum-based product. See attached revised specification. Page 1 of 4 ADDENDUM #2 – RETURN THIS PAGE IFB #073-2021
Q: 075216 SBS MODIFIED BITUMEN ROOFING section 2.2/C specifies 2 layers of 1.5” (R-8.6 X2) while note 2 on A120 ROOF PLAN called for 5” (R-30). Which is wanted? A: R-30 is wanted. Please see changed spec to be (2) layers of 2.5”.
Q: 075216 SBS MODIFIED BITUMEN ROOFING section 2.2 specifies that new roofing is to be installed over existing roofing while note 2 on A120 ROOF PLAN seems to indicate that there will be only one roof. Is the existing roofing to be removed for new or is the existing roofing to be roofed over? A: Please see revised spec removing mention of existing roof underneath.
Q: The 076200 SHEET METAL FLASHING AND TRIM section 2.7/B/1 specifies coping to be Hickman Perma-Snap. Would shop- fabricated coping be acceptable if SPRI ES-1 certified? A: Shop fabricated is acceptable for us if certified.
Q: I see that the bid form includes a space for completion time. Is the city looking at specific dates for move-in, etc. Our last schedule had a move in date of September 1st. A: We have included the field for completion time in order to gauge the actual construction timeline in which contractors feel like they are able to complete the project. The number of days to complete will be used to evaluate each bid as per bid documents.
ACKNOWLEDGEMENT Each bidder shall acknowledge receipt of this Addendum #2 of Invitation for Bid #073-2021, titled FIRE STATION #10 RENOVATION (F0SR) with his/her signature affixed hereto and shall submit this Addendum and any attachments provided herein with their original bid submittal.
CERTIFICATION BY BIDDER:
SIGNATURE: ______
TITLE: ______
COMPANY: ______
DATE: ______
Page 2 of 4 ADDENDUM #2 – RETURN THIS PAGE IFB #073-2021 8.0 REVISED SUBCONTRACTOR LIST
The Bidder hereby certifies that the following Subcontractors will be used in the performance of the work. The Contractor shall list all “Major Subcontractors” which include any subcontractor performing ten percent (10%) or Fifty Thousand Dollars ($50,000.00), whichever is less, of the work on the project. The Contractor shall list the subcontractor(s) performing work in the categories listed below regardless of the amount of work performed. A subcontractor is a Contractor performing a portion of the work for the General Contractor and is not a material supplier providing only materials. If the Contractor plans to use its own employees in any category, then the Contractor must list itself in that category. If more than one firm will perform work in a single category, designate the portion of work to be performed by each subcontractor (or Contractor if Contractor is performing a portion of the work). Failure to list either the Bidder’s firm or subcontractor for each category of work identified or defined herein or the listing of more than one firm for a category without designating the portion of work to be performed by each may result in rejection of bid as non‐responsive. After bid opening, substitutes of listed firm will not be permitted except as indicated in the Instructions to Bidders or the General Conditions.
WORK TO BE PERFORMED NAME AND ADDRESS OF FIRM CONCRETE
MASONRY
CARPENTRY
CASEWORK/MILLWORK
SHEET METAL FLASHING AND TRIM
ROOFING
ALUMINUM STOREFRONT WINDOWS
DOORS, FRAMES AND HARDWARE INSTALLATION
ACOUSTICAL CEILINGS
FLOOR COVERINGS
PAINTING
DRYWALL
Page 3 of 4 ADDENDUM #2 – RETURN THIS PAGE IFB #073-2021
PLUMBING
HVAC
HVAC TEST AND BALANCE
ELECTRICAL
FIRE ALARM
FENCE/GATES
BIDDER
SIGNED DATE
Page 4 of 4 ADDENDUM #2 – RETURN THIS PAGE IFB 073-2021 ADDENDUM 2 ATTACHMENT 1
ADDENDUM NO. 2
TO CONTRACT DOCUMENTS FOR:
Fire Station 10 - Renovation
City of Springfield, MO Springfield, MO
ARCHITECTS: SAPP DESIGN ASSOCIATES ARCHITECTS, P.C. 3750 South Fremont Avenue Springfield, Missouri 65804
2/5/21
Bidders are hereby informed that the construction plans and/or specifications are modified as follows: The following changes, corrections, additions, information and clarification of the Contract Documents are hereby made a part of the Contract Documents. Acknowledgement of receipt of this Addendum is required as part of this Contract.
THIS SEAL IS FOR ARCHITECTURAL DISCIPLINES ONLY
SEAL ARCHITECT OF RECORD Sapp Design Associates Architects, P.C. 3750 S. Fremont Ave., Springfield, MO 65804 417-877-9600 Missouri State Certificate of Authority # 000607
2-5-2021
Michael J. Sapp, Architect MO # A-5051
Addendum No. 2 Fire Station 10 - Renovation GENERAL:
1. Pre-bid Meeting Agenda is included as an attachment and is hereby part of this Addendum. 2. The Pre-bid Sign-in sheet is included as an attachment and is hereby part of this Addendum.
SPECIFICATIONS:
1. Section 075216 – SBS MODIFIED BITUMEN ROOFING: a. Modification: 075216, SBS MODIFIED BITUMEN ROOFING; This spec section has been “Revised”, see attached section. Submittal revised in its whole.
2. Section 081113 - HOLLOW METAL FRAMES: b. Modification: 075216, 081113 - HOLLOW METAL FRAMES; This spec section has been “Revised”, see attached section. Revised manufacturer list.
3. Section 084113 - ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS: c. Modification: 075216, 084113 - ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS; This spec section has been “Revised”, see attached section. Aluminum finishes revised.
4. Section 08800 GLASS AND GLAZING: d. Modification: 08800, GLASS AND GLAZING; This spec section has been “Revised”, see attached section. Revised approved manufactures list. Revised glass products general information. Revised glazing schedule.
5. Section 092900, GYPSUM BOARD: e. Modification: 092900, GYPSUM BOARD; This spec section has been “Revised”, see attached section. Revised approved manufactures list. Removed Acoustical Joint Sealant product data as it does not pertain to the project, Removed installation instructions that do not apply to scope.
6. Section 095113, ACOUSTICAL TILE CEILINGS: f. Modification: 095113, ACOUSTICAL TILE CEILINGS; This spec section has been “Revised”, see attached section. Revised Type C2 ceiling to USG Kitchen Lay-in #3210.
7. Section 096623, RESILIENT ATHLETIC RUBBER FLOORING: g. Modification: 108000, RESILIENT ATHLETIC RUBBER FLOORING; This spec section has been “Revised”, see attached section. Added adhesives requirements for installation.
8. Section 099000, PAINTING: h. Modification: 099000, PAINTING; This spec section has been “Revised”, see attached section. Refer to plans for paint colors and locations.
Addendum No. 2 Fire Station 10 - Renovation 9. Section 108000, TOILET, BATH & LAUNDRY ACCESSORIES: i. Modification: 108000, TOILET, BATH & LAUNDRY ACCESSORIES; This spec section has been “Revised”, see attached section. Schedule of Accessories, Grab Bars, added finish type #125C . Added under SC , Hooks Gamco 100- CHSS.
10. Section 323113 - CHAIN LINK FENCES AND GATES: j. Modification: 323113 - CHAIN LINK FENCES AND GATES; This spec section has been “Revised”, see attached section. Chain-link products division revised. See whole section.
DRAWINGS: 1. Sheet 400, DOOR SCHEDULE, ELEVATIONS, & DETAILS: a. Revised GL-2 to 5/8” Insulated Tempered glass with tint. See specification for additional information.
SEE ATTACHED DOCUMENTS FROM (Interpres – MEP Engineering), WHICH ARE HEREBY MADE A PART OF THIS ADDENDUM.
END OF ADDENDUM 02
Addendum No. 2 Fire Station 10 - Renovation FIRE STATION 10 - RENOVATION CITY OF SPRINGFIELD SPRINGFIELD, MISSOURI
SECTION 075216 – SBS MODIFIED BITUMEN ROOFING
PART 1 - GENERAL
1.1 SUMMARY
A. Furnish and install an asphaltic membrane roofing system meeting the roofing manufacturer's requirements for the specified warranty, including: 1. Wood nailers for roofing attachment. 2. Insulation. 3. SBS Modified Bitumen membrane roofing. 4. Metal roof edging and copings. 5. Flashings. 6. Walkway pads. 7. Other roofing-related items specified or indicated on the drawings or otherwise necessary to provide a complete weatherproof roofing system.
B. Disposal of demolition debris and construction waste is the responsibility of Contractor. Perform disposal in manner complying with all applicable federal, state, and local regulations.
C. Commencement of work by Contractor shall constitute acknowledgement by Contractor that this specification can be satisfactorily executed, under the project conditions and with all necessary prerequisites for warranty acceptance by roofing membrane manufacturer.
1.2 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification
B. Section 061053 Rough Carpentry.
C. Section 076200 Sheet Metal Flashing and Trim.
1.3 REFERENCE STANDARDS A. Referenced Standards: These standards form part of this specification only to the extent they are referenced as specification requirements. 1. ASTM C177 - Standard Test Method for Steady-State Heat Flux Measurements and Thermal Transmission Properties by Means of the Guarded-Hot-Plate Apparatus; 2010. 2. ASTM C208 - Standard Specification for Cellulosic Fiber Insulating Board; 2012. 3. ASTM C209 - Standard Test Methods for Cellulosic Fiber Insulating Board; 2012. 4. ASTM C518 - Standard Test Method for Steady-State Thermal Transmission Properties by Means of the Heat Flow Meter Apparatus; 2010. 5. ASTM C1289 - Standard Specification for Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board; 2013. 6. ASTM D1079 - Standard Terminology Relating to Roofing, Waterproofing, and Bituminous Materials; 2013. 7. ASTM D1621 - Standard Test Method for Compressive Properties Of Rigid Cellular Plastics; 2010. 8. ASTM D1622 - Standard Test Method for Apparent Density of Rigid Cellular Plastics; 2008. 9. ASTM D3273 - Standard Test Method for Resistance to Growth of Mold on the Surface of Interior Coatings in an Environmental Chamber; 2012.
SBS MODFIED BIT ROOFING 075216 - 1 FIRE STATION 10 - RENOVATION CITY OF SPRINGFIELD SPRINGFIELD, MISSOURI
10. ASTM D6163 – Standard Specification for Styrene Butadiene Styrene (SBS) Modified Bituminous Sheet Materials using Glass Fiber Reinforcements. 11. ASTM D6164 – Standard Specification for Styrene Butadiene Styrene (SBS) Modified Bituminous Sheet Materials using Polyester Reinforcements. 12. SPRI ES-1 - Wind Design Standard for Edge Systems Used with Low Slope Roofing Systems; 2010 or current enforced edition. (ANSI/SPRI ES-1).
1.4 REQUIREMENTS A. Pre-Installation Conference: Before start of roofing work, Contractor shall conduct a meeting to review installation materials and requirements. Required attendance by all parties and trades involved, associated with or affecting the roofing installation. Notify Owner and Architect minimum of (14) days prior to the anticipated Pre-installation Conference.
1.5 SUBMITTALS A. See Division 1 for Administrative Requirements. B. Product Data: 1. Manufacturers product information for all component materials being incorporated into the Work. 2. Where UL, FM, SRI or other performance requirements are specified, provide documentation indicating conformance with requirements. C. Samples: Submit samples of each product incorporated into the roofing and related systems to the Architect. D. Shop Drawings: Provide manufacturer’s details and others as specific to this installation; including flashings, terminations, roof edges, penetrations, insulation layout, cover board layout, fastener and / or adhesive application diagrams, etc… E. Pre-Installation Notice: Submit copy of manufacturer’s required “Pre-Installation Notice” (PIN) has been accepted and approved by the manufacturer. F. Executed Warranty as a requirement of project closeout.
1.6 QUALITY ASSURANCE A. Installer Qualifications: Roofing installer shall have the following: 1. Current/Active approval, license, certification and authorization as applicator and installer of the roofing system specified/provided on this project, with the roofing manufacturer. 2. At least five years experience in installing specified system. 1.7 DELIVERY, STORAGE AND MATERIAL HANDLING A. Deliver products in manufacturer’s original packaging, dry and undamaged, with seals and labels intact. B. Store or stage materials off of the ground and with weather protection as needed. C. Do not overload the existing roof structure with bulk materials.
1.8 WARRANTY A. Comply with all warranty procedures and requirements (ie: notifications, inspections…). B. Warranty: 20 years (Firestone Red Shield), no-dollar limit, covering at a minimum; cap sheet, coverboard, insulation and other required components of the system. 1. Includes: Manufacturing defects in materials, defective workmanship, damage due to winds up to 90 mph. 2. Excludes: Damage due to winds greater than 90 mph (ie: produced by tornadoes), hail, intentional damage, or unintentional damage caused by roof maintenance or other services.
SBS MODFIED BIT ROOFING 075216 - 2 FIRE STATION 10 - RENOVATION CITY OF SPRINGFIELD SPRINGFIELD, MISSOURI
PART 2 - GENERAL
2.1 MANUFACTURERS A. Acceptable manufacturer – Basis of Design Roofing System; Firestone Building Products. Roofing system manufactured by Johns-Mansville is also acceptable provided the system (all components) are equal in materials and warranty and meet the following minimum requirements; 1. Specialize in manufacturing the roofing system to be provided. 2. Minimum 10-years of experience in manufacturing the system(s) to be provided. 3. Provide the no-limit warranty, single source warranty. 4. ISO 9002 certified. 5. Able to produce and provide the polyisocyanurate insulation, coverboard, factory fabricated metal roof edging. 6. Refer to Specifications section on Substitutions for additional requirements and procedures. Any/all substitutions or alternate manufacturer systems shall be pre-approved before bidding.
2.2 ROOFING SYSTEM A. Roofing System: Styrene-Butadiene-Styrene (SBS) modified bitumen membrane roof system. 1. Membrane and attachment; Mineral granule surfaced cap sheet and base sheet hot asphalt applied. 2. Granule Color; White 3. Roof slope; existing approximately ¼ inch per foot (1:48). 4. Provide assembly having a UL Class A Fire Hazard Classification.
B. Cover Board: Fiberglass reinforced gypsum cover board. 1. Thickness; ½ inch. 2. R-Value (LTTR): 1.5 per ASTM C158 and C177. 3. Attachment method; low-rise polyurethane adhesive.
C. Insulation: 1. (2) layers of 2-1/2” thickness, non-composite, stagger joints in adjacent layers. Each 2-1/2” thickness shall produce a minimum R-Value of 14.3.
2.3 SBS MODIFIED BITUMEN MATERIALS A. Cap Sheet; granular surfaced SBS polymer-modified bitumen sheets, complying with ASTM D6164, Type-1, Grade G. Basis of Design; “Firestone SBS Premium FR Cap”. 1. Formulated for hot asphalt application. 2. Reinforcing Fabric; 3.89 lbs/100 sf, non-woven polyester mat enhanced with continuous glass fiber strands. 3. Nominal thickness; 0.155 inch. 4. Sheet width; 3.3 feet (nominal).
B. Base Sheet; SBS polymer modified bitumen sheet, complying with ASTM D 6163, Type-1, Grade S. Basis of Design; “Firestone SBS Premium Base”. 1. Reinforcing fabric; 1.8 lbs/100 sf, non-woven glass fiber mat. 2. Nominal thickness; 0.090 inch. 3. Net mass; 52 lbs/100 sf. 4. Sheet width; 3.3 feet (nominal).
2.4 COVER BOARD AND ROOF INSULATION A. Cover Board: Non-combustible, water resistant, gypsum core with coated glass mat reinforcement, with the following characteristics: 1. Size: 48 inches (1220 mm) by 96 inches (2440 mm), nominal. 2. Thickness: 1/2 inch (12 mm). SBS MODFIED BIT ROOFING 075216 - 3 FIRE STATION 10 - RENOVATION CITY OF SPRINGFIELD SPRINGFIELD, MISSOURI
3. Thermal Value: R-value of 0.56, when tested in accordance with ASTM C518 and ASTM C177. 4. Surface Water Absorption: 10 percent, maximum, when tested in accordance with ASTM C209. 5. Compressive Strength: 500 psi, when tested in accordance with ASTM D1621. 6. Factory Mutual approved for use with FM 1-60 and 1-90 rated roofing assemblies. 7. Mold Growth Resistance: Passing ASTM D3273. 8. Acceptable Product: DensDeck Prime Cover Board by Firestone, mopped (fully adhered) using I.S.O. Spray R Insulation Adhesive, or equivalent cover board (USG Securock) and adhesive. B. Polyisocyanurate Board Insulation: Closed cell polyisocyanurate foam with black glass reinforced mat laminated to faces, complying with ASTM C1289 Type II Class 1, with the following additional characteristics: 1. Thickness: As indicated elsewhere. 2. Size: 48 inches (1220 mm) by 96 inches (2440 mm), nominal. a. Exception: Insulation to be attached using adhesive or asphalt may be no larger than 48 inches (1220 mm) by 48 inches (1220 mm), nominal. 3. Compressive Strength: 20 psi (138 kPa) when tested in accordance with ASTM C1289. 4. Ozone Depletion Potential: Zero; made without CFC or HCFC blowing agents. 5. Recycled Content: 19 percent post-consumer and 15 percent post-industrial, average. 6. Base Layer: Polyisocyanurate foam board, non-composite. a. Attachment: Mechanically fastened to deck. 7. Top Layer: Polyisocyanurate foam board, non-composite. a. Attachment: Mechanically fastened to deck. 8. Acceptable Product: ISO 95+ GL Polyisocyanurate Insulation by Firestone or equivalent. C. Insulation Fasteners: Type and size as required by roof membrane manufacturer for roofing system and warranty to be provided; use only fasteners furnished by roof membrane manufacturer.
2.5 METAL ACCESSORIES
A. Metal Roof Edging and Fascia: Continuous metal edge member serving as termination of roof membrane and retainer for metal fascia; watertight with no exposed fasteners; mounted to roof edge nailer. 1. Wind Performance: a. Membrane Pull-Off Resistance: 100 lbs/ft (1460 N/m), minimum, when tested in accordance with ANSI/SPRI ES-1 Test Method RE-1, current edition. b. Fascia Pull-Off Resistance: At least the minimum required when tested in accordance with ANSI/SPRI ES-1 Test Method RE-2, current edition. c. Provide product listed in current Factory Mutual Research Corporation Approval Guide with at least FM 1-270 rating. 2. Fascia Face Height: 5 inches (127 mm). 3. Edge Member Height Above Nailer: 1-1/4 inches (31 mm). 4. Fascia Material and Finish: 24 gage, 0.024 inch (0.06 mm) galvanized steel with Kynar 500 finish in manufacturer's standard color; matching concealed joint splice plates; factory-installed protective plastic film. 5. Length: 144 inches (3650 mm). 6. Functional Characteristics: Fascia retainer supports while allowing for free thermal cycling of fascia. 7. Aluminum Bar: Continuous 6063-T6 alloy aluminum extrusion with pre-punched slotted holes; miters welded; injection molded EPDM splices to allow thermal expansion. 8. Anchor Bar Cleat: 20 gage, 0.036 inch (0.9 mm) G90 coated commercial type galvanized steel with pre-punched holes. 9. Fasteners: Factory-provided corrosion resistant fasteners, with drivers; no exposed fasteners permitted. SBS MODFIED BIT ROOFING 075216 - 4 FIRE STATION 10 - RENOVATION CITY OF SPRINGFIELD SPRINGFIELD, MISSOURI
10. Special Shaped Components: Provide factory-fabricated pieces necessary for complete installation, including miters, and end caps; minimum 14 inch (355 mm) long legs on corner pieces. 11. Accessories: Provide matching wall cap, downspout, extenders, and other special fabrications as shown on the drawings. B. Parapet Copings: Formed metal coping with galvanized steel anchor/support cleats for capping any parapet wall; watertight, maintenance free, without exposed fasteners; butt type joints with concealed splice plates; mechanically fastened as indicated; Firestone PTCF. 1. Wind Performance: a. At least the minimum required when tested in accordance with ANSI/SPRI ES-1 Test Method RE- 3, current edition. b. Provide product listed in current Factory Mutual Research Corporation Approval Guide with at least FM 1-90 rating. 2. Description: Coping sections allowed to expand and contract freely while locked in place on anchor cleats by mechanical pressure from hardened stainless steel springs factory attached to anchor cleats; 8 inch (200 mm) wide splice plates with factory applied dual non-curing sealant strips capable of providing watertight seal. 3. Material and Finish: 24 gage, 0.024 inch (0.06 mm) thick galvanized steel with Kynar 500 finish in manufacturer's standard color; matching concealed joint splice plates; factory-installed protective plastic film. 4. Dimensions: a. Wall Width: As indicated on the drawings. b. Piece Length: Minimum 144 inches (3650 mm). 5. Anchor/Support Cleats: 20 gage, 0.036 inch (0.9 mm) thick pre-punched galvanized cleat with 12 inch (305 mm) wide stainless-steel spring mechanically locked to cleat at 72 inches (1820 mm) on center. 6. Special Shaped Components: Provide factory-fabricated pieces necessary for complete installation, including miters, corners, intersections, and end caps; minimum 14 inch (355 mm) long legs on corner, intersection, and end pieces. 7. Fasteners: Factory-furnished; electrolytically compatible; minimum pull out resistance of 240 pounds (109 kg) for actual substrate used; no exposed fasteners.
2.6 ACCESSORY MATERIALS
A. Wood Nailers: PS 20-dimension lumber, Structural Grade No. 2 or better Southern Pine, Douglas Fir; or PS 1, APA Exterior Grade plywood; pressure preservative treated. 1. Width: 3-1/2 inches (90 mm), nominal minimum, or as wide as the nailing flange of the roof accessory to be attached to it. 2. Thickness: Same as thickness of roof insulation. B. Cant Strips and Edge Strips: 45-degree face slope and minimum 5 inch (127 mm) face dimension; provide at all angle changes between vertical and horizontal planes that exceed 45 degrees. 1. Type: Wood fiber, complying with ASTM C208. 2. Install using low rise foam adhesive, hot asphalt (Type III or IV), roofing mastic, or mechanically fastened using fasteners and plates approved by roofing manufacturer.
PART 3 - INSTALLATION
3.1 GENERAL A. Install roofing, insulation, flashings, and accessories in accordance with roofing manufacturer's published instructions and recommendations for the specified roofing system. Where manufacturer provides no
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instructions or recommendations, follow good roofing practices and industry standards. Comply with federal, state, and local regulations. B. Obtain all relevant instructions and maintain copies at project site for duration of installation period. C. Do not start work until Pre-Installation Notice has been submitted to manufacturer as notification that this project requires a manufacturer's warranty. D. Perform work using competent and properly equipped personnel. E. Temporary closures, which ensure that moisture does not damage any completed section of the new roofing system, are the responsibility of the applicator. Completion of flashings, terminations, and temporary closures shall be completed as required to provide a watertight condition at the end of each work day. F. Install roofing only when surfaces are clean, dry, smooth and free of snow or ice; do not apply roofing during inclement weather or when ambient conditions will not allow proper application; consult manufacturer for recommended procedures during cold weather. Do not work with sealants and adhesives when material temperature is outside the range of 60 to 80 degrees F (15 to 25 degrees C). G. Protect adjacent construction, property, vehicles, and persons from damage related to roofing work; repair or restore damage caused by roofing work. 1. Protect from spills and overspray from bitumen, adhesives, sealants and coatings. 2. Particularly protect metal, glass, plastic, and painted surfaces from bitumen, adhesives, and sealants within the range of wind-borne overspray. 3. Protect finished areas of the roofing system from roofing related work traffic and traffic by other trades. H. Until ready for use, keep materials in their original containers as labeled by the manufacturer. I. Consult membrane manufacturer's instructions, container labels, and Safety Data Sheets (SDS) for specific safety instructions. Keep all adhesives, sealants, primers and cleaning materials away from all sources of ignition.
3.2 EXAMINATION A. Examine existing roof condition, verify that surfaces and site conditions are ready to receive work. Correct defects in the substrate before commencing with roofing work. B. All pre-existing blisters and or other defects need to be repaired and prepared to receive the primer, and new roof system. C. Verify that the specifications and drawing details are workable and not in conflict with the roofing manufacturer's recommendations and instructions; start of work constitutes acceptable of project conditions and requirements.
3.3 PREPARATION A. Take appropriate measures to ensure that fumes from adhesive solvents are not drawn into the building through air intakes. B. Prior to proceeding, prepare roof surface so that it is clean, dry, and smooth, and free of sharp edges, fins, roughened surfaces, loose or foreign materials, oil, grease and other materials that may damage the membrane. C. Fill all surface voids in the immediate substrate that are greater than 1/4 inch (6 mm) wide with fill material acceptable insulation to membrane manufacturer.
SBS MODFIED BIT ROOFING 075216 - 6 FIRE STATION 10 - RENOVATION CITY OF SPRINGFIELD SPRINGFIELD, MISSOURI
3.4 ASPHALT APPLICATION - GENERAL A. Apply by machine or by hand. Follow all industry and manufacturer requirements for heating, storage and handling of asphalt. Do not apply asphalt or ply sheets if asphalt temperature is above or below that recommended. B. During installation of the membrane, keep mop full with proper amounts of asphalt; do not scrub with the mop when applying the asphalt. Asphalt in this application is used as an adhesive for the modified bitumen membrane and should be installed at approximately 400° F at the point of application at a rate of 20-25 lbs per 100 square feet. C. Extend hot asphalt application not more than 5 to 10 feet (1.5 to 3 meters) beyond roll currently being installation and no more than 48 inches (1220 mm) when the temperature is below 50 degrees F (10 degrees C). D. Keep roof top traffic to a minimum on newly applied membrane and for a period after in order to minimize damage and bitumen displacement. Set rolls from the “cold” side of the roof. E. Roll the roofing membrane into the hot bitumen with positive pressure to assure firm and uniform attachment to the asphalt without creating any voids or wrinkles.
3.5 INSULATION AND COVER BOARD INSTALLATION A. Install insulation in configuration and with attachment method(s) specified in PART 2, under Roofing System. B. Install only as much insulation as can be covered with the completed roofing system before the end of the day's work or before the onset of inclement weather. C. Lay short edge of insulation board in courses parallel to metal roof deck flutes. D. Neatly and tightly fit insulation to all penetrations, projections, and nailers, with gaps not greater than 1/4 inch (6 mm). Fill gaps greater than 1/4 inch (6 mm) with acceptable insulation. Do not leave the roofing membrane unsupported over a space greater than 1/4 inch (6 mm). E. Mechanical Fastening: Using specified fasteners and insulation plates engage fasteners through insulation into deck to depth and in pattern required by Factory Mutual for FM Class specified in PART 2 and membrane manufacturer, whichever is more stringent. F. Adhesive Attachment: Apply in accordance with membrane manufacturer's instructions and recommendations; "walk-in" and weight down individual roof insulation boards to obtain maximum adhesive contact.
3.6 MODIFIED BITUMEN INSTALLATION WITH HOT ASPHALT A. In air temperatures below 50 degrees F (10 degrees C), unroll sheets and allow to relax; flatten with broom if necessary to eliminate voids and obtain proper embedment. B. Start at the low point with a full width sheet; embed sheets in full mopping of asphalt. C. Maintain one-half sheet stagger between first and second layer; install with minimum 3 inch (75 mm) side laps and 6 inch (150 mm) end laps; keep sheets free of wrinkles, buckles and fish mouths. D. Apply asphalt at rate recommended by roof membrane manufacturer; a minor flow of hot asphalt should be seen coming from the side laps. E. Complete the entire membrane installation without undue delay. 1. Exception: The cap sheet may be installed not more than 14 days after installation of the interply base sheet. a. Before resuming installation, be sure the surface of the last sheet is clean and dry; broomed and cleaned sufficiently using the necessary equipment. b. Remove materials that show evidence of water intrusion and replace with like material.
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c. Cover materials that have been damaged with additional layers of ply sheets installed over them equal in quantity to those originally installed. d. Prime the surface using asphalt primer at rate recommended by roofing manufacturer.
3.7 FLASHING AND ACCESSORIES INSTALLATION A. Install flashings, including laps, splices, joints, bonding, adhesion, and attachment, as required by membrane manufacturer's recommendations and details. B. Metal Accessories: Install metal edgings, gravel stops, and copings in locations indicated on the drawings, with horizontal leg of edge member over membrane and flashing over metal onto membrane. 1. Follow roofing manufacturer's instructions. 2. Remove protective plastic surface film immediately before installation. 3. Install sealant under the membrane anchorage leg. 4. Flash with manufacturer's recommended flashing sheet unless otherwise indicated. 5. Where single application of flashing will not completely cover the metal flange, install additional piece of flashing to cover the metal edge. 6. If the roof edge includes a gravel stop and sealant is not applied between the laps in the metal edging, install an additional piece of flashing over the metal lap to the top of the gravel stop; apply seam edge treatment at the intersections of the two flashing sections. C. Flashing at Walls, Curbs, and Other Vertical and Sloped Surfaces: Install weathertight flashing at all walls, curbs, parapets, curbs, skylights, and other vertical and sloped surfaces that the roofing membrane abuts to; extend flashing at least 8 inches (200 mm) high above membrane surface. 1. Use the longest practical flashing pieces. 2. Evaluate the substrate and overlay and adjust installation procedure in accordance with membrane manufacturer's recommendations. 3. Complete the splice between flashing and the main roof before adhering flashing to the vertical surface. 4. Provide termination directly to the vertical substrate as shown on roof drawings. D. Flashing at Penetrations: Flash all penetrations passing through the membrane; make flashing seals directly to the penetration. 1. Pipe Clusters and Unusual Shaped Penetrations: Provide fluid applied flashing in accordance with manufacturer’s recommendations. 2. Flexible and Moving Penetrations: Provide weathertight gooseneck set in sealant and secured to deck, flashed as recommended by manufacturer.
3.8 FINISHING AND WALKWAY INSTALLATION A. Install walkways at access points to the roof, around rooftop equipment that may require maintenance, and where indicated on the drawings. 1. Use like granular faced membrane of a contrasting color, unless otherwise indicated. 2. Do not install walkway pads within 10 feet (30 m) of any roof edge or perimeter -- these areas require loose-laid pavers as walking surfaces.
3.9 FIELD QUALITY CONTROL A. Inspection by Manufacturer: Provide final inspection of the roofing system by a Technical Representative employed by roofing system manufacturer specifically to inspect installation for warranty purposes (i.e. not a sales representative). B. Perform all corrections necessary for issuance of warranty.
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3.10 CLEANING A. Clean all contaminants generated by roofing work from building and surrounding areas, including bitumen, adhesives, sealants, and coatings. B. Repair or replace building components and finished surfaces damaged or defaced due to the work of this section; comply with recommendations of manufacturers of components and surfaces. C. Remove leftover materials, trash, debris, equipment from project site and surrounding areas.
3.11 PROTECTION A. Where construction traffic must continue over finished roof membrane, provide durable protection and replace or repair damaged roofing to original condition.
END OF SECTION 075216
SBS MODFIED BIT ROOFING 075216 - 9 FIRE STATION 10 - RENOVATION CITY OF SPRINGFIELD SPRINGFIELD, MISSOURI
SECTION 081113 - HOLLOW METAL FRAMES
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. Standard hollow metal frames. B. Related Sections: 1. Division 08 Section "Door Hardware" for door hardware for hollow metal doors. 2. Division 09 Sections "Exterior Painting" and "Interior Painting" for field painting hollow metal. 1.3 DEFINITIONS A. Minimum Thickness: Minimum thickness of base metal without coatings. B. Standard Hollow Metal Work: Hollow metal work fabricated according to ANSI/SDI A250.8. 1.4 SUBMITTALS A. Product Data: For each type of product indicated. Include construction details, material descriptions, core descriptions, fire-resistance rating, and finishes. B. Shop Drawings: Include the following: 1. Frame details for each frame type, including dimensioned profiles and metal thicknesses. 2. Locations of reinforcement and preparations for hardware. 3. Details of each different wall opening condition. 4. Details of anchorages, joints, field splices, and connections. 5. Details of accessories. 6. Details of moldings, removable stops, and glazing. 7. Details of conduit and preparations for power, signal, and control systems. 8. Schedule: Provide a schedule of hollow metal work prepared by or under the supervision of supplier, using same reference numbers for details and openings as those on Drawings. Coordinate with door hardware schedule. C. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency, for each type of hollow metal door and frame assembly. 1.5 QUALITY ASSURANCE A. Source Limitations: Obtain hollow metal work from single source from single manufacturer. B. Fire-Rated Door Assemblies: Where fire-rated door assemblies are indicated or required, provide fire-rated door and frame assemblies that comply with NFPA 80 "Standard for Fire Doors and Windows", and have been tested, listed, and labeled in accordance with ASTM E 152 "Standard Methods of Fire Tests of Door Assemblies" by a nationally recognized independent testing and inspection agency acceptable to authorities having jurisdiction. 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver hollow metal work palletized, wrapped, or crated to provide protection during transit and Project-site storage. Do not use non-vented plastic. 1. Provide additional protection to prevent damage to finish of factory-finished units. B. Deliver welded frames with two removable spreader bars across bottom of frames, tack welded to jambs and mullions. C. Store hollow metal work under cover at Project site. Place in stacks of five units maximum in a vertical position with heads up, spaced by blocking, on minimum 4-inch- high wood blocking. Do not store in a manner that traps excess humidity. 1. Provide minimum 1/4-inch space between each stacked door to permit air circulation. HOLLOW METAL FRAMES 081113 - 1 FIRE STATION 10 - RENOVATION CITY OF SPRINGFIELD SPRINGFIELD, MISSOURI
1.7 PROJECT CONDITIONS A. Field Measurements: Verify actual dimensions of openings by field measurements before fabrication. 1.8 COORDINATION A. Coordinate installation of anchorages for hollow metal frames. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors. Deliver such items to Project site in time for installation.
PART 2 - PRODUCTS 2.1 MANUFACTURERS 1. Manufacturers: Subject to compliance with requirements, Basis-of-Design is Steelcraft- F Series Flush, by Steelcraft; an Ingersoll-Rand company. Other available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 2. Amweld Building Products, LLC. 3. Ceco Door Products; an Assa Abloy Group company. 4. Curries Company; an Assa Abloy Group company. 5. Mesker Door Inc. 6. Windsor Republic Doors 7. Allied Steel Products, Inc. 8. Republic Builders Products Corp./Subs. Republic Steel 2.2 MATERIALS A. Cold-Rolled Steel Sheet: ASTM A 1008/A 1008M, Commercial Steel (CS), Type B; suitable for exposed applications. B. Hot-Rolled Steel Sheet: ASTM A 1011/A 1011M, Commercial Steel (CS), Type B; free of scale, pitting, or surface defects; pickled and oiled. C. Metallic-Coated Steel Sheet: ASTM A 653/A 653M, Commercial Steel (CS), Type B; with minimum A40 metallic coating. D. Frame Anchors: ASTM A 591/A 591M, Commercial Steel (CS), 40Z coating designation; mill phosphatized. 1. For anchors built into exterior walls, steel sheet complying with ASTM A 1008/A 1008M or ASTM A 1011/A 1011M, hot-dip galvanized according to ASTM A 153/A 153M, Class B. E. Inserts, Bolts, and Fasteners: Hot-dip galvanized according to ASTM A 153/A 153M. F. Powder-Actuated Fasteners in Concrete: Fastener system of type suitable for application indicated, fabricated from corrosion-resistant materials, with clips or other accessory devices for attaching hollow metal frames of type indicated. G. Grout: ASTM C 476, except with a maximum slump of 4 inches, as measured according to ASTM C 143/C 143M H. Mineral-Fiber Insulation: ASTM C 665, Type I (blankets without membrane facing); consisting of fibers manufactured from slag or rock wool with 6- to 12-lb/cu. ft. density; with maximum flame- spread and smoke-development indexes of 25 and 50, respectively; passing ASTM E 136 for combustion characteristics. I. Glazing: Comply with requirements in Division 08 Section "Glazing." 2.3 STANDARD HOLLOW METAL FRAMES A. General: Comply with ANSI/SDI A250.8 and with details indicated for type and profile. B. Exterior Frames: Fabricated from metallic-coated steel sheet. 1. Fabricate frames with mitered or coped corners. 2. Fabricate frames as full profile welded unless otherwise indicated. 3. Frames for Level 2 Steel Doors: 0.053-inch- thick steel sheet (16 gauge). 4. Frames for Level 3 Steel Doors: 0.053-inch- thick steel sheet (16 gauge). C. Interior Frames: Fabricated from cold-rolled steel sheet. 1. Fabricate frames with mitered or coped corners. HOLLOW METAL FRAMES 081113 - 2 FIRE STATION 10 - RENOVATION CITY OF SPRINGFIELD SPRINGFIELD, MISSOURI
2. Fabricate frames as full profile welded unless otherwise indicated. 3. Frames for Level 2 Steel Doors: 0.053-inch- thick steel sheet (16 gauge). 4. Frames for Wood Doors: 0.053-inch thick steel sheet (16 gauge). 5. Frames for Borrowed Lights: Same as adjacent door frame. D. Hardware Reinforcement: Fabricate according to ANSI/SDI A250.6 with reinforcement plates from same material as frames. 2.4 FRAME ANCHORS A. Jamb Anchors: 1. Masonry Type: Adjustable strap-and-stirrup or T-shaped anchors to suit frame size, not less than 0.042 inch thick, with corrugated or perforated straps not less than 2 inches wide by 10 inches long; or wire anchors not less than 0.177 inch thick. 2. Stud-Wall Type: Designed to engage stud, welded to back of frames; not less than 0.042 inch thick. 3. Compression Type for Drywall Slip-on Frames: NOT PERMITTED. 4. Post-installed Expansion Type for In-Place Concrete or Masonry: Minimum 3/8-inch- diameter bolts with expansion shields or inserts. Provide pipe spacer from frame to wall, with throat reinforcement plate, welded to frame at each anchor location. B. Floor Anchors: Formed from same material as frames, not less than 0.042 inch thick. 2.5 STOPS AND MOLDINGS A. Moldings for Glazed Lites in Doors: Minimum 0.032 inch thick, fabricated from same material as door face sheet in which they are installed. B. Fixed Frame Moldings: Formed integral with hollow metal frames, a minimum of 5/8 inch high unless otherwise indicated. C. Loose Stops for Glazed Lites in Frames: Minimum 0.032 inch thick, fabricated from same material as frames in which they are installed. 2.6 ACCESSORIES A. Mullions and Transom Bars: Join to adjacent members by welding or rigid mechanical anchors. B. Ceiling Struts: Minimum 1/4-inch-thick by 1-inch- wide steel. C. Grout Guards: Formed from same material as frames, not less than 0.016 inch thick. 2.7 FABRICATION A. Fabricate hollow metal work to be rigid and free of defects, warp, or buckle. Accurately form metal to required sizes and profiles, with minimum radius for thickness of metal. Where practical, fit and assemble units in manufacturer's plant. To ensure proper assembly at Project site, clearly identify work that cannot be permanently factory assembled before shipment. B. Tolerances: Fabricate hollow metal work to tolerances indicated in SDI 117. C. Hollow Metal Doors: 1. Exterior Doors: Provide weep-hole openings in bottom of exterior doors to permit moisture to escape. Seal joints in top edges of doors against water penetration. 2. Glazed Lites: Factory cut openings in doors. 3. Astragals: Provide overlapping astragal on one leaf of pairs of doors where required by NFPA 80 for fire-performance rating or where indicated. Extend minimum 3/4 inch beyond edge of door on which astragal is mounted. D. Hollow Metal Frames: Where frames are fabricated in sections due to shipping or handling limitations, provide alignment plates or angles at each joint, fabricated of same thickness metal as frames. 1. Welded Frames: Weld flush face joints continuously; grind, fill, dress, and make smooth, flush, and invisible. 2. Sidelight Frames: Provide closed tubular members with no visible face seams or joints, fabricated from same material as door frame. Fasten members at crossings and to jambs by butt welding. HOLLOW METAL FRAMES 081113 - 3 FIRE STATION 10 - RENOVATION CITY OF SPRINGFIELD SPRINGFIELD, MISSOURI
3. Provide countersunk, flat- or oval-head exposed screws and bolts for exposed fasteners unless otherwise indicated. 4. Grout Guards: Weld guards to frame at back of hardware mortises in frames to be grouted. 5. Floor Anchors: Weld anchors to bottom of jambs and mullions with at least four spot welds per anchor. 6. Jamb Anchors: Provide number and spacing of anchors as follows: a. Stud-Wall Type: Locate anchors not more than 18 inches from top and bottom of frame. Space anchors not more than 32 inches o.c. and as follows: 1) Three anchors per jamb up to 60 inches high. 2) Four anchors per jamb from 60 to 90 inches high. 3) Two anchors per head for frames above 42 inches wide and mounted in metal-stud partitions. 7. Door Silencers: Except on weather-stripped doors, drill stops to receive door silencers as follows. Keep holes clear during construction. a. Single-Door Frames: Drill stop in strike jamb to receive three door silencers. b. Double-Door Frames: Drill stop in head jamb to receive two door silencers. E. Fabricate concealed stiffeners, edge channels, and hardware reinforcement from either cold- or hot- rolled steel sheet. F. Hardware Preparation: Factory prepare hollow metal work to receive templated mortised hardware; include cutouts, reinforcement, mortising, drilling, and tapping according to the Door Hardware Schedule and templates furnished as specified in Division 08 Section "Door Hardware." 1. Locate hardware as indicated, or if not indicated, according to ANSI/SDI A250.8. 2. Reinforce doors and frames to receive non-templated, mortised and surface-mounted door hardware. 3. Comply with applicable requirements in ANSI/SDI A250.6 and ANSI/DHI A115 Series specifications for preparation of hollow metal work for hardware. 4. Coordinate locations of conduit and wiring boxes for electrical connections with Division 26 Sections. G. Stops and Moldings: Provide stops and moldings around glazed lites where indicated. Form corners of stops and moldings with butted or mitered hairline joints. 1. Single Glazed Lites: Provide fixed stops and moldings welded on secure side of hollow metal work. 2. Multiple Glazed Lites: Provide fixed and removable stops and moldings so that each glazed lite is capable of being removed independently. 3. Provide fixed frame moldings on outside of exterior and on secure side of interior doors and frames. 4. Provide loose stops and moldings on inside of hollow metal work. 5. Coordinate rabbet width between fixed and removable stops with type of glazing and type of installation indicated. 2.8 STEEL FINISHES A. Prime Finish: Apply manufacturer's standard primer immediately after cleaning and pretreating. 1. Shop Primer: Manufacturer's standard, fast-curing, lead- and chromate-free primer complying with ANSI/SDI A250.10 acceptance criteria; recommended by primer manufacturer for substrate; compatible with substrate and field-applied coatings despite prolonged exposure.
PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work. B. Examine roughing-in for embedded and built-in anchors to verify actual locations before frame installation. HOLLOW METAL FRAMES 081113 - 4 FIRE STATION 10 - RENOVATION CITY OF SPRINGFIELD SPRINGFIELD, MISSOURI
C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Remove welded-in shipping spreaders installed at factory. Restore exposed finish by grinding, filling, and dressing, as required to make repaired area smooth, flush, and invisible on exposed faces. B. Prior to installation, adjust and securely brace welded hollow metal frames for squareness, alignment, twist, and plumbness to the following tolerances: 1. Squareness: Plus or minus 1/16 inch, measured at door rabbet on a line 90 degrees from jamb perpendicular to frame head. 2. Alignment: Plus or minus 1/16 inch, measured at jambs on a horizontal line parallel to plane of wall. 3. Twist: Plus or minus 1/16 inch, measured at opposite face corners of jambs on parallel lines, and perpendicular to plane of wall. 4. Plumbness: Plus or minus 1/16 inch, measured at jambs on a perpendicular line from head to floor. C. Drill and tap doors and frames to receive non-templated, mortised, and surface-mounted door hardware. 3.3 INSTALLATION A. General: Install hollow metal work plumb, rigid, properly aligned, and securely fastened in place; comply with Drawings and manufacturer's written instructions. B. Hollow Metal Frames: Install hollow metal frames of size and profile indicated. Comply with ANSI/SDI A250.11. 1. Set frames accurately in position, plumbed, aligned, and braced securely until permanent anchors are set. After wall construction is complete, remove temporary braces, leaving surfaces smooth and undamaged. a. At fire-protection-rated openings, install frames according to NFPA 80. b. Where frames are fabricated in sections because of shipping or handling limitations, field splice at approved locations by welding face joint continuously; grind, fill, dress, and make splice smooth, flush, and invisible on exposed faces. c. Install frames with removable glazing stops located on secure side of opening. d. Install door silencers in frames before grouting. e. Remove temporary braces necessary for installation only after frames have been properly set and secured. f. Check plumbness, squareness, and twist of frames as walls are constructed. Shim as necessary to comply with installation tolerances. g. Field apply bituminous coating to backs of frames that are filled with grout containing anti- freezing agents. 2. Floor Anchors: Provide floor anchors for each jamb and mullion that extends to floor, and secure with post-installed expansion anchors. 3. Metal-Stud Partitions: Solidly pack mineral-fiber insulation behind frames. 4. In-Place Gypsum Board Partitions: Secure frames in place with post-installed expansion anchors through floor anchors at each jamb. Countersink anchors, and fill and make smooth, flush, and invisible on exposed faces. 5. Ceiling Struts: Extend struts vertically from top of frame at each jamb to overhead structural supports or substrates above frame unless frame is anchored to masonry or to other structural support at each jamb. Bend top of struts to provide flush contact for securing to supporting construction. Provide adjustable wedged or bolted anchorage to frame jamb members. 6. Installation Tolerances: Adjust hollow metal door frames for squareness, alignment, twist, and plumb to the following tolerances: a. Squareness: Plus or minus 1/16 inch, measured at door rabbet on a line 90 degrees from jamb perpendicular to frame head.
HOLLOW METAL FRAMES 081113 - 5 FIRE STATION 10 - RENOVATION CITY OF SPRINGFIELD SPRINGFIELD, MISSOURI
b. Alignment: Plus or minus 1/16 inch, measured at jambs on a horizontal line parallel to plane of wall. c. Twist: Plus or minus 1/16 inch, measured at opposite face corners of jambs on parallel lines, and perpendicular to plane of wall. d. Plumbness: Plus or minus 1/16 inch, measured at jambs at floor. C. Glazing: Comply with installation requirements in Division 08 Section "Glazing" and with hollow metal manufacturer's written instructions. 1. Secure stops with countersunk flat- or oval-head machine screws spaced uniformly not more than 9 inches o.c. and not more than 2 inches o.c. from each corner. 3.4 ADJUSTING AND CLEANING A. Final Adjustments: Check and readjust operating hardware items immediately before final inspection. Leave work in complete and proper operating condition. Remove and replace defective work, including hollow metal work that is warped, bowed, or otherwise unacceptable. B. Remove grout and other bonding material from hollow metal work immediately after installation. C. Prime-Coat Touchup: Immediately after erection, sand smooth rusted or damaged areas of prime coat and apply touchup of compatible air-drying, rust-inhibitive primer. D. Metallic-Coated Surfaces: Clean abraded areas and repair with galvanizing repair paint according to manufacturer's written instructions.
END OF SECTION 081113
HOLLOW METAL FRAMES 081113 - 6 FIRE STATION 10 - RENOVATION CITY OF SPRINGFIELD SPRINGFIELD, MISSOURI
SECTION 084113 - ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS
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 storefront framing. 2. Storefront framing for punched openings. B. Related Requirements: 1. Division 07 Section “Joint Sealers.” 2. Division 08 Section “Glazing” for types of glazing required for field installed glass. 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. B. Shop Drawings: For aluminum-framed storefronts. Include plans, elevations, sections, full-size details, and attachments to other work. 1. Include details of provisions for assembly expansion and contraction and for draining moisture occurring within the assembly to the exterior. 2. Include full-size isometric details of each vertical-to-horizontal intersection of aluminum-framed entrances and storefronts, showing the following: a. Joinery, including concealed welds. b. Anchorage. c. Expansion provisions. d. Glazing. e. Flashing and drainage. 3. Show connection to and continuity with adjacent thermal, weather, air, and vapor barriers. C. Delegated-Design Submittal: For aluminum-framed storefronts indicated to comply with performance requirements and design criteria, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation. 1.4 INFORMATIONAL SUBMITTALS A. Qualification Data: For Installer. B. Product Test Reports: For aluminum-framed storefronts, for tests performed by manufacturer and witnessed by a qualified testing agency. C. Sample Warranties: For special warranties. 1.5 CLOSEOUT SUBMITTALS A. Maintenance Data: For aluminum-framed storefronts to include in maintenance manuals. 1.6 QUALITY ASSURANCE A. Installer Qualifications: An entity that employs installers and supervisors who are trained and approved by manufacturer.
B. Product Options: Information on Drawings and in Specifications establishes requirements for aesthetic effects and performance characteristics of assemblies. Aesthetic effects are indicated by dimensions, arrangements, alignment, and profiles of components and assemblies as they relate to sightlines, to one another, and to adjoining construction.
ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS 084113 - 1 FIRE STATION 10 - RENOVATION CITY OF SPRINGFIELD SPRINGFIELD, MISSOURI
1. Do not change intended aesthetic effects, as judged solely by Architect, except with Architect's approval. If changes are proposed, submit comprehensive explanatory data to Architect for review. C. Structural-Sealant Glazing: Comply with ASTM C 1401 for design and installation of storefront systems. 1.7 WARRANTY A. Special Warranty: Manufacturer agrees to repair or replace components of aluminum-framed storefronts that do not comply with requirements or that fail in materials or workmanship within specified warranty period. 1. Failures include, but are not limited to, the following: a. Structural failures including, but not limited to, excessive deflection. b. Noise or vibration created by wind and thermal and structural movements. c. Deterioration of metals, metal finishes, and other materials beyond normal weathering. d. Water penetration through fixed glazing and framing areas. e. Failure of operating components. 2. Warranty Period: 10 years from date of Substantial Completion. B. Special Finish Warranty: Standard form in which manufacturer agrees to repair finishes or replace aluminum that shows evidence of deterioration of factory-applied finishes within specified warranty period. 1. Deterioration includes, but is not limited to, the following: a. Color fading more than 5 Hunter units when tested according to ASTM D 2244. b. Chalking in excess of a No. 8 rating when tested according to ASTM D 4214. c. Cracking, checking, peeling, or failure of paint to adhere to bare metal. 2. Warranty Period: 20 years from date of Substantial Completion.
PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. General Performance: Comply with performance requirements specified, as determined by testing of aluminum-framed storefronts representing those indicated for this Project without failure due to defective manufacture, fabrication, installation, or other defects in construction. 1. Aluminum-framed storefronts shall withstand movements of supporting structure including, but not limited to, story drift, twist, column shortening, long-term creep, and deflection from uniformly distributed and concentrated live loads. 2. Failure also includes the following: a. Thermal stresses transferring to building structure. b. Glass breakage. c. Noise or vibration created by wind and thermal and structural movements. d. Loosening or weakening of fasteners, attachments, and other components. e. Failure of operating units. B. Structural Loads: 1. Wind Loads: As indicated on Drawings. C. Deflection of Framing Members: At design wind pressure, as follows: 1. Deflection Normal to Wall Plane: Limited to edge of glass in a direction perpendicular to glass plane not exceeding 1/175 of the glass edge length for each individual glazing lite or an amount that restricts edge deflection of individual glazing lites to 3/4 inch (19.1 mm), whichever is less. 2. Deflection Parallel to Glazing Plane: Limited to 1/360 of clear span or 1/8 inch (3.2 mm), whichever is smaller. a. Operable Units: Provide a minimum 1/16-inch (1.6-mm) clearance between framing members and operable units. D. Structural: Test according to ASTM E 330 as follows:
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1. When tested at positive and negative wind-load design pressures, assemblies do not evidence deflection exceeding specified limits. 2. When tested at 150 percent of positive and negative wind-load design pressures, assemblies, including anchorage, do not evidence material failures, structural distress, or permanent deformation of main framing members exceeding 0.2 percent of span. 3. Test Durations: As required by design wind velocity, but not less than 10 seconds. E. Air Infiltration: Test according to ASTM E 283 for infiltration as follows: 1. Fixed Framing and Glass Area: a. Maximum air leakage of 0.06 cfm/sq. ft. (0.30 L/s per sq. m) at a static-air-pressure differential of 6.24 lbf/sq. ft. (300 Pa). F. Water Penetration under Static Pressure: Test according to ASTM E 331 as follows: 1. No evidence of water penetration through fixed glazing and framing areas when tested according to a minimum static-air-pressure differential of 20 percent of positive wind-load design pressure, but not less than 9.0 lbf/sq. ft. G. Thermal Movements: Allow for thermal movements resulting from ambient and surface temperature changes: 1. Temperature Change: 120 deg F (67 deg C), ambient; 180 deg F (100 deg C), material surfaces. 2. Thermal Cycling: No buckling; stress on glass; sealant failure; excess stress on framing, anchors, and fasteners; or reduction of performance when tested according to AAMA 501.5. a. High Exterior Ambient-Air Temperature: That which produces an exterior metal-surface temperature of 180 deg F (82 deg C). b. Low Exterior Ambient-Air Temperature: 0 deg F (minus 18 deg C). c. Interior Ambient-Air Temperature: 75 deg F (24 deg C). 2.2 MANUFACTURERS A. Basis-of-Design Product (Typical unless noted otherwise): Subject to compliance with requirements, provide exterior storefront Tri-Fab 451T CG (2” x 4 ½”) by Kawneer North America, Springdale, AR or comparable product by one of the following: 1. EFCO Corporation. 2. Oldcastle Building Envelope. 3. YKK AP America. B. Source Limitations: Obtain all components of aluminum-framed storefront system, including framing and accessories, from single manufacturer. 2.3 FRAMING A. Framing Members: Manufacturer's extruded- or formed-aluminum framing members of thickness required and reinforced as required to support imposed loads. 1. Construction: Thermally broken at all exterior locations. 2. Glazing System: Retained mechanically with gaskets on four sides. 3. Glazing Plane: Center, interior glazed 4. Fabrication Method: Field-fabricated screw-spline system. B. Backer Plates: Manufacturer's standard, continuous backer plates for framing members, if not integral, where framing abuts adjacent construction. C. Brackets and Reinforcements: Manufacturer's standard high-strength aluminum with nonstaining, nonferrous shims for aligning system components. D. Materials: 1. Aluminum: Alloy and temper recommended by manufacturer for type of use and finish indicated. a. Sheet and Plate: ASTM B 209 (ASTM B 209M). b. Extruded Bars, Rods, Profiles, and Tubes: ASTM B 221 (ASTM B 221M). c. Extruded Structural Pipe and Tubes: ASTM B 429/B 429M. d. Structural Profiles: ASTM B 308/B 308M.
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2. Steel Reinforcement: Manufacturer's standard zinc-rich, corrosion-resistant primer complying with SSPC-PS Guide No. 12.00; applied immediately after surface preparation and pretreatment. Select surface preparation methods according to recommendations in SSPC-SP COM, and prepare surfaces according to applicable SSPC standard. a. Structural Shapes, Plates, and Bars: ASTM A 36/A 36M. b. Cold-Rolled Sheet and Strip: ASTM A 1008/A 1008M. c. Hot-Rolled Sheet and Strip: ASTM A 1011/A 1011M. 2.4 GLAZING A. Glazing: Comply with Section 088000 "Glazing." 2.5 ACCESSORIES A. Fasteners and Accessories: Manufacturer's standard corrosion-resistant, nonstaining, nonbleeding fasteners and accessories compatible with adjacent materials. 1. Use self-locking devices where fasteners are subject to loosening or turning out from thermal and structural movements, wind loads, or vibration. 2. Reinforce members as required to receive fastener threads. 3. Use exposed fasteners with countersunk Phillips screw heads, finished to match framing system. B. Anchors: Three-way adjustable anchors with minimum adjustment of 1 inch (25.4 mm) that accommodate fabrication and installation tolerances in material and finish compatible with adjoining materials and recommended by manufacturer. 1. Concrete and Masonry Inserts: Hot-dip galvanized cast-iron, malleable-iron, or steel inserts complying with ASTM A 123/A 123M or ASTM A 153/A 153M requirements. C. Concealed Flashing: Manufacturer's standard corrosion-resistant, non-staining, non-bleeding flashing compatible with adjacent materials. D. Bituminous Paint: Cold-applied asphalt-mastic paint complying with SSPC-Paint 12 requirements except containing no asbestos, formulated for 30-mil (0.762-mm) thickness per coat. 2.6 FABRICATION A. Form or extrude aluminum shapes before finishing. B. Weld in concealed locations to greatest extent possible to minimize distortion or discoloration of finish. Remove weld spatter and welding oxides from exposed surfaces by descaling or grinding. C. Fabricate components that, when assembled, have the following characteristics: 1. Profiles that are sharp, straight, and free of defects or deformations. 2. Accurately fitted joints with ends coped or mitered. 3. Physical and thermal isolation of glazing from framing members. 4. Accommodations for thermal and mechanical movements of glazing and framing to maintain required glazing edge clearances. 5. Provisions for field replacement of glazing from exterior. 6. Fasteners, anchors, and connection devices that are concealed from view to greatest extent possible. D. Mechanically Glazed Framing Members: Fabricate for flush glazing without projecting stops. E. Storefront Framing: Fabricate components for assembly using shear-block system. 2.7 ALUMINUM FINISHES A. Finish designations prefixed by AA comply with the system established by the Aluminum Association for designating aluminum finishes. B. Factory Finishing: Anodized. 1. Anodized Finish: Class I
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2.8 SOURCE QUALITY CONTROL A. Structural Sealant: Perform quality-control procedures complying with ASTM C 1401 recommendations including, but not limited to, assembly material qualification procedures, sealant testing, and assembly fabrication reviews and checks.
PART 3 - EXECUTION 3.1 EXAMINATION A. Examine areas, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Prepare surfaces that are in contact with structural sealant according to sealant manufacturer's written instructions to ensure compatibility and adhesion. Preparation includes, but is not limited to, cleaning and priming surfaces. 3.3 INSTALLATION A. General: 1. Comply with manufacturer's written instructions. 2. Do not install damaged components. 3. Fit joints to produce hairline joints free of burrs and distortion. 4. Rigidly secure nonmovement joints. 5. Install anchors with separators and isolators to prevent metal corrosion and electrolytic deterioration and to prevent impeding movement of moving joints. 6. Seal perimeter and other joints watertight unless otherwise indicated. B. Metal Protection: 1. Where aluminum is in contact with dissimilar metals, protect against galvanic action by painting contact surfaces with materials recommended by manufacturer for this purpose or by installing nonconductive spacers. C. Set continuous sill members and flashing in full sealant bed as specified in Section 079200 "Joint Sealants" to produce weathertight installation. D. Install components plumb and true in alignment with established lines and grades. E. Install glazing as specified in Section 088000 "Glazing." F. Install weatherseal sealant according to Section 079200 "Joint Sealants" and according to sealant manufacturer's written instructions to produce weatherproof joints. Install joint filler behind sealant as recommended by sealant manufacturer. 3.4 ERECTION TOLERANCES A. Erection Tolerances: Install aluminum-framed storefronts to comply with the following maximum tolerances: 1. Plumb: 1/8 inch in 10 feet (3.2 mm in 3 m); 1/4 inch in 40 feet (6.35 mm in 12.2 m). 2. Level: 1/8 inch in 20 feet (3.2 mm in 6 m); 1/4 inch in 40 feet (6.35 mm in 12.2 m). 3. Alignment: a. Where surfaces abut in line or are separated by reveal or protruding element up to 1/2 inch (12.7 mm) wide, limit offset from true alignment to 1/16 inch (1.6 mm). b. Where surfaces are separated by reveal or protruding element from 1/2 to 1 inch (12.7 to 25.4 mm) wide, limit offset from true alignment to 1/8 inch (3.2 mm). c. Where surfaces are separated by reveal or protruding element of 1 inch (25.4 mm) wide or more, limit offset from true alignment to 1/4 inch (6 mm). 4. Location: Limit variation from plane to 1/8 inch in 12 feet (3.2 mm in 3.6 m); 1/2 inch (12.7 mm) over total length.
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3.5 FIELD QUALITY CONTROL A. Field Quality-Control Testing: Perform the following test on representative areas of aluminum-framed entrances and storefronts. 1. Water-Spray Test: Before installation of interior finishes has begun, areas designated by Architect shall be tested according to AAMA 501.2 and shall not evidence water penetration. a. Perform a minimum of three tests in areas as directed by Architect. b. Perform tests in each test area as directed by Architect. Perform at least three tests, prior to 10, 35, and 70 percent completion. B. Aluminum-framed entrances and storefronts will be considered defective if they do not pass tests and inspections. C. Prepare test and inspection reports.
END OF SECTION 084113
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SECTION 08800 - GLASS AND GLAZING
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division-1 Specification sections, apply to work of this section.
1.2 SUMMARY
A. Extent of glass and glazing work is indicated on drawings and schedules.
B. Types of work in this section include glass and glazing for: 1. Aluminum Windows. 2. Doors.
C. Aluminum Windows: Confirm with General Contractor responsibilities for glazing of aluminum windows and whether window manufacturer is to provide and install glazing.
1.3 SYSTEM DESCRIPTION
A. Provide glass and glazing that has been produced, fabricated and installed to withstand normal thermal movement, wind loading and impact loading (where applicable), without failure including loss or breakage of glass, failure of sealants or gaskets to remain watertight and airtight, deterioration of glass and glazing materials and other defects in the work. 1. Normal thermal movement is defined as that resulting from an ambient temperature range of 120 deg. F (67 deg. C) and from a consequent temperature range within glass and glass framing members of 180 deg. F (100 deg. C). 2. Deterioration of insulating glass is defined as failure of hermetic seal due to other causes than breakage which results in intrusion of dirt or moisture, internal condensation or fogging, deter- ioration of protected internal glass coating, if any, resulting from seal failure, and any other visual evidence of seal failure or performance. 3. Deterioration of coated glass is defined as the development of manufacturing defects including peeling, cracking or other indications of deterioration in metallic coating due to normal conditions of use.
1.4 SUBMITTALS
A. Product Data: Submit manufacturer's technical data for each glazing material and fabricated glass product required, including installation and maintenance instructions.
B. Samples: Submit, for verification purposes, 12" square samples of each type of glass indicated except for clear single pane units, and 12" long samples of each color required (except black) for each type of sealant or gasket exposed to view. Install sealant or gasket sample between two strips of material representative of adjoining framing system in color.
C. Certificate: Submit certificates from respective manufacturers attesting that glass and glazing materials furnished for project comply with requirements. 1. Separate certification will not be required for glazing materials bearing manufacturer's permanent labels designating type and thickness of glass, provided labels represent a quality control program involving a recognized certification agency or independent testing laboratory acceptable to author- ities having jurisdiction.
D. Compatibility and Adhesion Test Report: Submit statement from sealant manufacturer indicating that glass and glazing materials have been tested for compatibility and adhesion with glazing sealants and interpreting test results relative to material performance, including recommendations for primers and substrate preparation needed to obtain adhesion.
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1.5 QUALITY ASSURANCE
A. Glazing Standards: Comply with recommendations of Flat Glass Marketing Association (FGMA) "Glazing Manual" and "Sealant Manual" except where more stringent requirements are indicated. Refer to those publications for definitions of glass and glazing terms not otherwise defined in this section or other referenced standards.
B. Safety Glazing Standard: Where safety glass is indicated or required by authorities having jurisdiction, provide type of products indicated which comply with ANSI Z97.1 and testing requirements of 16 CFR Part 1201 for category II materials. 1. Subject to compliance with requirements, provide safety glass permanently marked with certification label of Safety Glazing Certification Council (SGCC) or other certification agency acceptable to authorities having jurisdiction.
C. Insulating Glass Certification Program: Provide insulating glass units permanently marked either on spacers or at least one component pane of units with appropriate certification label of inspecting and testing organization indicated below: 1. Insulating Glass Certification Council (IGCC).
D. Provide certificate of warranty.
E. Single Source Responsibility for Glass: To ensure consistent quality of appearance and performance, provide materials produced by a single manufacturer or fabricator for each kind and condition of glass indicated and composed of primary glass obtained from a single source for each type and class required.
1.6 DELIVERY, STORAGE, AND HANDLING
A. Protect glass and glazing materials during delivery, storage and handling to comply with manufacturer's directions and as required to prevent edge damage to glass, and damage to glass and glazing materials from effects of moisture including condensation, of temperature changes, of direct exposure to sun, and from other causes. 1. Where insulating glass units will be exposed to substantial altitude changes, avoid hermetic seal ruptures by complying with insulating glass fabricator's recommendations for venting and sealing.
1.7 PROJECT CONDITIONS
A. Environmental Conditions: Do not proceed with glazing when ambient and substrate temperature conditions are outside the limits permitted by glazing material manufacturer or when joint substrates are wet due to rain, frost, condensation or other causes. 1. Install liquid sealants at ambient and substrate temperatures above 40 deg. F (4.4 deg. C).
1.8 WARRANTY
A. Provide insulated glass assemblies with 10-year warranty against failure of seal. Warranty shall include all labor and materials necessary to replace and repair failed units.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Manufacturers: Subject to compliance with requirements, provide products of one of the following: 1. Manufacturers of Clear and Tinted Float Glass: a. Vitro (formerly PPG Glass).
2. Manufacturers of Heat-Treated Glass: a. Vitro (formerly PPG Glass)
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3. Manufacturers of Insulating Glass: a. Vitro (formerly PPG Glass).
2.2 GLASS PRODUCTS, GENERAL
A. General: ASTM C1036, of the types, classes, and forms specified. See Door Schedule and Frame Schedule for locations.
B. Float Glass: Type I, Class 1 (transparent), Quality q3 (glazing select); thickness as indicated and specified.
C. Tempered Glass: Types specified, heat-strengthened (after cutting to final size) to 4 times normal strength, by process designed to eliminate tong marks or by vertical process if glass is installed to conceal tong marks.
D. Insulated Glass: Insulating glass units fabricated as follows: Exterior 1/4" tempered, ½” airspace, interior lite 1/4" clear annealed overall 1" unit thickness. Provide units certified as Class CBA under ASTM E774 test procedure according to IGCC and SIGMA standards. a. Insulated Glazing shall match existing: OB: 1//4” SolarCool Grey (reflective) surface #2, IB: ¼” PPG Solarban 60 surface #3. Manufactured by PPG Industries Inc.
E. All exterior doors indicated to receive glazing shall have 5/8” insulated tempered glazing, same SolarCool Grey to match window glazing.
F. Fire glass: 1. 20 Minute Rated: 1/4” thickness fire-rated and safety rated. i. Impact Safety Rating: ANSI Z97.1 and CPSC 16CFR1201 (Cat. I and II) 2. 45 Minute Rated
G. GLAZING SCHEDULE: As indicated on Drawings. 1. GL-1: Exterior Storefront/punched openings. 1” (Total Thickness) Insulated Glass (Tinted) 1/4” Tempered - Outside Lite, SolarCool Grey Reflective on surface #2. Glazing 1/2” Airspace 1/4" Annealed – Inside Lite, Solarban 60VT Grey Reflective on surface #3
2. GL-2: Door lite in door opening along Corridor (dr.mk. 109, exterior) 5/8” insulated tempered glazing, same SolarCool Grey to match window glazing
2.3 GLAZING MATERIALS
A. Provide materials with proven record of compatibility with surfaces contacted in installation.
B. Glazing Sealants: Tremco "Proglaze", Bostik "Chem-Calk 1200", Percora "836", Sonneborn "Omniglaze", or other approved by system manufacturer.
C. Glazing Tape: Bostik "Chem Tape 60", Pecora "Shim-Seal", or Tremco "Pre-shimmed Tremco 440 Tape".
D. Setting Blocks: Neoprene or other resilient blocks of 70 to 90 Shore A durometer hardness, adhesively backed on one face only, tested for compatibility with specified glazing sealants.
E. Spacers: Neoprene or other resilient blocks of 40 to 50 Shore A durometer hardness, tested for compatibility with specified glazing sealant.
F. Compressible Filler Rod: Closed-cell or waterproof-jacketed foam of polyethylene, butyl rubber, neoprene, polyurethane or vinyl, tested for compatibility with specified glazing sealants, or 5 to 10 psi compression strength (25% deflection), recommended by sealant manufacturer for use in glazing channel
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to prevent sealant exudation from the channel.
G. Caulk for Fire Rated Glass: Technical Glass Products "Metacaulk".
H. Mirror Mastic: An adhesive setting compound, produced specifically for setting mirrors by spot application method (25% coverage) without support, to be used in 1/8" to 1/2".
PART 3 - EXECUTION
3.1 EXAMINATION
A. Require Glazier to inspect work of glass framing erector for compliance with manufacturing and installation tolerances, including those for size, squareness, offsets at corners; for presence and functioning of weep system; for existence of minimum required face or edge clearances; and for effective sealing of joinery. Obtain Glazier's written report-listing conditions detrimental to performance of glazing work. Do not allow glazing work to proceed until unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Clean glazing channels and other framing members to receive glass, immediately before glazing. Remove coatings, which are not firmly bonded to substrates. Remove lacquer from metal surfaces where elas- tomeric sealants are indicated for use.
3.3 GLAZING, GENERAL
A. Comply with combined printed recommendations of glass manufacturers, of manufacturers of sealants, gaskets and other glazing materials, except where more stringent requirements are indicated, including those of referenced glazing standards.
B. Glazing channel dimensions as indicated in details are intended to provide for necessary bite on glass, minimum edge and face clearances, and adequate sealant thickness, with reasonable tolerances. Adjust as required by job conditions at time of installation.
C. Protect glass from edge damage during handling and installation; use a rolling block in rotating glass units to prevent damage to glass corners. Do not impact glass with metal framing. Use suction cups to shift glass units within openings; do not raise or drift glass with a pry bar. Rotate glass with flares or bevels along one horizontal edge which would occur in vicinity of setting blocks so that these are located at top of opening. Remove from project and dispose of glass units with edge damage or other imperfections of kind that, when installed, weakens glass and impairs performance and appearance.
D. Apply primers to joint surfaces where required for adhesion of sealants, as determined by preconstruction sealant-substrate testing.
3.4 GLAZING
A. General: This section does not apply to the Division 8 Section "Aluminum Windows", glazing requirements for aluminum windows shall follow manufacturer's standard requirements.
B. Install setting blocks of proper size in sill rabbet, located one quarter of glass width from each corner, but with edge nearest corner not closer than 6" from corner, unless otherwise required. Set blocks in thin course of sealant, which is acceptable for heel bead use.
C. Provide spacers inside and out, of correct size and spacing to preserve required face clearances, for glass sizes larger than 50 united inches (length plus height), except where gaskets or glazing tapes with con- tinuous spacer rods are used for glazing. Provide 1/8" minimum bite of spacers on glass and use thickness equal to sealant width, except with sealant tape use thickness slightly less than final compressed thickness
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of tape.
D. Provide edge blocking to comply with requirements of referenced glazing standard, except where otherwise required by glass unit manufacturer.
E. Set units of glass in each series with uniformity of pattern, draw, bow and similar characteristics.
F. Provide compressible filler rods or equivalent back-up material, as recommended by sealant and glass manufacturers, to prevent sealant from extruding into glass channel weep systems and from adhering to joints back surface as well as to control depth of sealant for optimum performance, unless otherwise indicated.
G. Force sealants into glazing channels to eliminate voids and to ensure complete "wetting" or bond of sealant to glass and channel surfaces.
H. Tool exposed surfaces of sealants to provide a substantial "wash" away from glass. Install pressurized tapes and gaskets to protrude slightly out of channel, so as to eliminate dirt and moisture pockets.
I. Where wedge-shaped gaskets are driven into one side of channel to pressurize sealant or gasket on opposite side, provide adequate anchorage to ensure that gasket will not "walk" out when installation is subjected to movement.
J. Miter cut wedge-shaped gaskets at corners and install gaskets in manner recommended by gasket manufacturer to prevent pull away at corners; seal corner joints and butt joints with sealant re- commended by gasket manufacturer.
3.5 PROTECTION AND CLEANING
A. Protect exterior glass from breakage immediately upon installation by use of crossed streamers attached to framing and held away from glass. Do not apply markers to surfaces of glass. Remove nonpermanent labels and clean surfaces.
B. Protect glass from contact with contaminating substances resulting from construction operations. If, despite such protection, contaminating substances do come into contact with glass, remove immediately by method recommended by glass manufacturer.
C. Examine glass surfaces adjacent to or below exterior concrete and other masonry surfaces at frequent intervals during construction, but not less often than once a month, for build-up of dirt, scum, alkali deposits or staining. When examination reveals presence of these forms of residue, remove by method recommended by glass manufacturer.
D. Remove and replace glass which is broken, chipped, cracked, abraded or damaged in other ways during construction period, including natural causes, accidents and vandalism.
END OF SECTION 088000
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SECTION 092900 - GYPSUM BOARD
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. Interior gypsum board. 2. Tile backing panels. B. Related Requirements: 1. Division 09 Section "Non-Structural Metal Framing" for non-structural framing and suspension systems that support gypsum board panels. 2. Division 09 Section "Ceramic Tiling" for cementitious backer units installed as substrates for ceramic tile. 1.3 ACTION SUBMITTALS A. Product Data: For each type of product. 1.4 DELIVERY, STORAGE AND HANDLING A. Store materials inside under cover and keep them dry and protected against weather, condensation, direct sunlight, construction traffic, and other potential causes of damage. Stack panels flat and supported on risers on a flat platform to prevent sagging. 1.5 FIELD CONDITIONS A. Environmental Limitations: Comply with ASTM C 840 requirements or gypsum board manufacturer's written recommendations, whichever are more stringent. B. Do not install paper-faced gypsum panels until installation areas are enclosed and conditioned. C. Do not install panels that are wet, those that are moisture damaged, and those that are mold damaged. 1. Indications that panels are wet or moisture damaged include, but are not limited to, discoloration, sagging, or irregular shape. 2. Indications that panels are mold damaged include, but are not limited to, fuzzy or splotchy surface contamination and discoloration.
PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Fire-Resistance-Rated Assemblies: For fire-resistance-rated assemblies, provide materials and construction identical to those tested in assembly indicated according to ASTM E 119 by an independent testing agency. B. STC-Rated Assemblies: For STC-rated assemblies, provide materials and construction identical to those tested in assembly indicated according to ASTM E 90 and classified according to ASTM E 413 by an independent testing agency. 2.2 GYPSUM BOARD, GENERAL A. Size: Provide maximum lengths and widths available that will minimize joints in each area and that correspond with support system indicated. 2.3 INTERIOR GYPSUM BOARD A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. American Gypsum.
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2. CertainTeed Corp. 3. Georgia-Pacific Gypsum LLC. 4. National Gypsum Company. 5. USG Corporation. B. Gypsum Board, Type X: ASTM C 1396/C 1396M. 1. Thickness: 5/8 inch (15.9 mm). 2. Long Edges: Tapered. C. Gypsum Ceiling Board (Soffits, Bulkheads, etc.): Type X: ASTM C 1396/C 1396M. 1. Thickness: 5/8 inch (15.9 mm). 2. Long Edges: Tapered. D. Abuse-Resistant Gypsum Board: ASTM C 1629/C 1629M, Level 3, equal to 5/8” Fiberock Interior Panel VHI by United States Gypsum Company 1. Core: 5/8 inch (15.9 mm), Type X. 2. Long Edges: Tapered. 3. Mold Resistance: ASTM D 3273, score of 10 as rated according to ASTM D 3274. 4. Abuse Resistant Performance - ASTM C1629 Performance. a. Abrasion – Level 3 with standard primer and two coats of finish paint b. Indentation – Level 1 c. Soft Body Impact – Level 2 d. Hard Body Impact – Level 1 5. Install Abuse resistant gypsum board at all gypsum board/metal stud walls to 8’-0” above finished floor. E. Moisture- and Mold-Resistant Gypsum Board:. With moisture- and mold-resistant core and glass-mat faces 1. Core: 5/8 inch (15.9 mm), Type X. 2. Long Edges: Tapered. 3. Mold Resistance: ASTM D 3273, score of 10 as rated according to ASTM D 3274. 4. Product: USG Glass-Mat Panels, Mold Tough 2.4 TILE BACKING PANELS A. Glass-Mat, Water-Resistant Backing Board: ASTM C 1178/C 1178M, with manufacturer's standard edges. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. CertainTeed Corp.; Diamondback GlasRoc Tile Backer. b. Georgia-Pacific Gypsum LLC; DensShield Tile Backer. c. National Gypsum; Gold Bond eXP Tile Backer d. USG Corporation; Fiberrock Aqua-Tough Tile Backerboard. 2. Core: 5/8 inch (15.9 mm), Type X. 3. Mold Resistance: ASTM D 3273, score of 10 as rated according to ASTM D 3274. 2.5 TRIM ACCESSORIES A. Interior Trim: ASTM C 1047. 1. Material: Galvanized or aluminum-coated steel sheet, rolled zinc, plastic, or paper-faced galvanized steel sheet. 2. Shapes: a. F-shaped reveal molding: exposed short flange does not receive joint compound. b. Expansion (control) joint. c. Curved-Edge Cornerbead: With notched or flexible flanges. B. Aluminum Trim: Extruded accessories of profiles and dimensions indicated. 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:
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a. Fry Reglet Corp. b. Gordon, Inc. c. Pittcon Industries. 2. Aluminum: Alloy and temper with not less than the strength and durability properties of ASTM B 221 (ASTM B 221M), Alloy 6063-T5. 3. Finish: Corrosion-resistant primer compatible with joint compound and finish materials specified. 2.6 JOINT TREATMENT MATERIALS A. General: Comply with ASTM C 475/C 475M. B. Joint Tape: 1. Interior Gypsum Board: Paper. 2. Tile Backing Panels: As recommended by panel manufacturer. C. Joint Compound for Interior Gypsum Board: For each coat use formulation that is compatible with other compounds applied on previous or for successive coats. 1. Prefilling: At open joints and damaged surface areas, use setting-type taping compound. 2. Embedding and First Coat: For embedding tape and first coat on joints, fasteners, and trim flanges, use setting-type taping compound. a. Use setting-type compound for installing paper-faced metal trim accessories. 3. Fill Coat: For second coat, use drying-type, all-purpose compound. 4. Finish Coat: For third coat, use drying-type, all-purpose compound. 5. Skim Coat: For final coat of Level 5 finish, use drying-type, all-purpose compound. D. Joint Compound for Tile Backing Panels: 1. Glass-Mat, Water-Resistant Backing Panel: As recommended by backing panel manufacturer. 2.7 AUXILIARY MATERIALS A. General: Provide auxiliary materials that comply with referenced installation standards and manufacturer's written recommendations. B. Laminating Adhesive: Adhesive or joint compound recommended for directly adhering gypsum panels to continuous substrate. 1. Laminating adhesive shall have a VOC content of [50]
PART 3 - EXECUTION 3.1 EXAMINATION A. Examine areas and substrates including welded hollow-metal frames and framing, with Installer present, for compliance with requirements and other conditions affecting performance. B. Examine panels before installation. Reject panels that are wet, moisture damaged, and mold damaged.
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C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 APPLYING AND FINISHING PANELS, GENERAL A. Comply with ASTM C 840. B. Install ceiling panels across framing to minimize the number of abutting end joints and to avoid abutting end joints in central area of each ceiling. Stagger abutting end joints of adjacent panels not less than one framing member. C. Install panels with face side out. Butt panels together for a light contact at edges and ends with not more than 1/16 inch (1.5 mm) of open space between panels. Do not force into place. D. Locate edge and end joints over supports, except in ceiling applications where intermediate supports or gypsum board back-blocking is provided behind end joints. Do not place tapered edges against cut edges or ends. Stagger vertical joints on opposite sides of partitions. Do not make joints other than control joints at corners of framed openings. E. Form control and expansion joints with space between edges of adjoining gypsum panels. F. Cover both faces of support framing with gypsum panels in concealed spaces (above ceilings, etc.), except in chases braced internally. 1. Unless concealed application is indicated or required for sound, fire, air, or smoke ratings, coverage may be accomplished with scraps of not less than 8 sq. ft. (0.7 sq. m) in area. 2. Fit gypsum panels around ducts, pipes, and conduits. 3. Where partitions intersect structural members projecting below underside of floor/roof slabs and decks, cut gypsum panels to fit profile formed by structural members; allow 1/4- to 3/8-inch- (6.4- to 9.5-mm-) wide joints to install sealant. G. Isolate perimeter of gypsum board applied to non-load-bearing partitions at structural abutments, except floors. Provide 1/4- to 1/2-inch- (6.4- to 12.7-mm-) wide spaces at these locations and trim edges with edge trim where edges of panels are exposed. Seal joints between edges and abutting structural surfaces with acoustical sealant. H. Attachment to Steel Framing: Attach panels so leading edge or end of each panel is attached to open (unsupported) edges of stud flanges first. I. STC-Rated Assemblies: Seal construction at perimeters, behind control joints, and at openings and penetrations with a continuous bead of acoustical sealant. Install acoustical sealant at both faces of partitions at perimeters and through penetrations. Comply with ASTM C 919 and with manufacturer's written recommendations for locating edge trim and closing off sound-flanking paths around or through assemblies, including sealing partitions above acoustical ceilings. J. Install sound attenuation blankets before installing gypsum panels unless blankets are readily installed after panels have been installed on one side. 3.3 APPLYING INTERIOR GYPSUM BOARD A. Install interior gypsum board in the following locations: 1. Type X: Vertical surfaces unless otherwise indicated. 2. Ceiling Type: Ceiling surfaces. 3. Abuse-Resistant Type: As indicated on Drawings to 8’0” AFF 4. Moisture- and Mold-Resistant Type: As indicated on Drawings. B. Single-Layer Application: 1. On ceilings, apply gypsum panels before wall/partition board application to greatest extent possible and at right angles to framing unless otherwise indicated. 2. On partitions/walls, apply gypsum panels horizontally (perpendicular to framing) unless otherwise indicated or required by fire-resistance-rated assembly, and minimize end joints. a. Stagger abutting end joints not less than one framing member in alternate courses of panels. b. At stairwells and other high walls, install panels horizontally unless otherwise indicated or required by fire-resistance-rated assembly. 3. On Z-furring members, apply gypsum panels vertically (parallel to framing) with no end joints. Locate edge joints over furring members.
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4. Fastening Methods: Apply gypsum panels to supports with steel drill screws. 3.4 APPLYING TILE BACKING PANELS A. Glass-Mat, Water-Resistant Backing Panels: Comply with manufacturer's written installation instructions and install at showers, tubs, and where indicated and locations indicated to receive tile. Install with 1/4-inch (6.4-mm) gap where panels abut other construction or penetrations. B. Where tile backing panels abut other types of panels in same plane, shim surfaces to produce a uniform plane across panel surfaces. 3.5 INSTALLING TRIM ACCESSORIES A. General: For trim with back flanges intended for fasteners, attach to framing with same fasteners used for panels. Otherwise, attach trim according to manufacturer's written instructions. B. Control Joints: Install control joints [at locations indicated on Drawings] [according to ASTM C 840 and in specific locations approved by Architect for visual effect]. C. Interior Trim: Install in the following locations: 1. F-shaped reveal molding: Use at intersections of gypsum board and concrete masonry units, either parallel or perpendicular to each other. 3.6 FINISHING GYPSUM BOARD A. General: Treat gypsum board joints, interior angles, edge trim, control joints, penetrations, fastener heads, surface defects, and elsewhere as required to prepare gypsum board surfaces for decoration. Promptly remove residual joint compound from adjacent surfaces. B. Prefill open joints and damaged surface areas. C. Apply joint tape over gypsum board joints, except for trim products specifically indicated as not intended to receive tape. D. Gypsum Board Finish Levels: Finish panels to levels indicated below and according to ASTM C 840: 1. Level 1: Ceiling plenum areas, concealed areas, and where indicated. 2. Level 2: Panels that are substrate for tile. 3. Level 4: At panel surfaces that will be exposed to view unless otherwise indicated. a. Primer and its application to surfaces are specified in Section 09 " Painting." E. Glass-Mat Faced Panels: Finish according to manufacturer's written instructions.
3.7 PROTECTION A. Protect adjacent surfaces from drywall compound and promptly remove from floors and other non- drywall surfaces. Repair surfaces stained, marred, or otherwise damaged during drywall application. B. Protect installed products from damage from weather, condensation, direct sunlight, construction, and other causes during remainder of the construction period. C. Remove and replace panels that are wet, moisture damaged, and mold damaged. 1. Indications that panels are wet or moisture damaged include, but are not limited to, discoloration, sagging, or irregular shape. 2. Indications that panels are mold damaged include, but are not limited to, fuzzy or splotchy surface contamination and discoloration.
END OF SECTION 092900
GYPSUM BOARD 092900 - 5 FIRE STATION 10 - RENOVATION CITY OF SPRINGFIELD SPRINGFIELD, MISSOURI
SECTION 095113 - ACOUSTICAL TILE CEILINGS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes acoustical tile ceilings installed with exposed suspension systems. B. Related Sections: The following sections contain requirements that relate to this section: 1. See Division 23 for grilles, registers, and diffusers in acoustical ceilings. 2. See Division 26 for lighting fixtures in acoustical ceilings. 1.3 SUBMITTALS A. General: Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections. 1. Product data for each type of product specified. 2. Samples for verification purposes of each type of exposed finish required, of same thickness and material indicated for final unit of Work. Where finishes involve normal color and texture variations, include sample sets showing full range of variations expected. 1.4 QUALITY ASSURANCE A. Installer Qualifications: Engage an experienced Installer who has successfully completed acoustical ceilings similar in material, design, and extent to those indicated for Project. B. Fire-Performance Characteristics: Provide acoustical ceilings that are identical to those tested for the following fire-performances characteristics, per ASTM test method indicated below, by UL or other testing and inspecting organizations acceptable to authorities having jurisdiction. Identify acoustical ceiling components with appropriate markings of applicable testing and inspecting organization. 1. Surface Burning Characteristics: As follows, tested per ASTM E 84 and complying with ASTM E 1264 for Class A products. a. Flame Spread: 25 or less. b. Smoke Developed: 50 or less. 2. Fire-Resistance Ratings: As indicated by reference to design designations in UL "Fire Resistance Directory," for types of assemblies in which acoustical ceilings function as a fire- protective membrane and tested per ASTM E 119. a. Protect lighting fixtures and air ducts to comply with requirements indicated for rated assembly. C. Single-Source Responsibility for Ceiling Units: Obtain each type of acoustical ceiling unit from a single source with resources to provide products of consistent quality in appearance and physical properties without delaying progress of the Work. D. Single-Source Responsibility for Suspension System: Obtain each type of suspension system from a single source with resources to provide products of consistent quality in appearance and physical properties without delaying progress of the Work. E. Coordination of Work: Coordinate layout and installation of acoustical ceiling units and suspension system components with other construction that penetrates ceilings or is supported by them, including light fixtures, HVAC equipment, fire-suppression system components (if any), and partition system (if any). 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver acoustical ceiling units to project site in original, unopened packages and store them in a fully enclosed space where they will be protected against damage from moisture, direct sunlight,
ACOUSTICAL TILE CEILINGS 095113 FIRE STATION 10 - RENOVATION CITY OF SPRINGFIELD SPRINGFIELD, MISSOURI
surface contamination, and other causes. B. Before installing acoustical ceiling units, permit them to reach room temperature and stabilized moisture content. C. Handle acoustical ceiling units carefully to avoid chipping edges or damaging units in any way. 1.6 PROJECT CONDITIONS A. Space Enclosure: Do not install interior acoustical ceilings until space is enclosed and weatherproof, wet-work in space is completed and nominally dry, work above ceilings is complete, and ambient conditions of temperature and humidity will be continuously maintained at values near those indicated for final occupancy. 1.7 EXTRA MATERIALS A. Deliver extra materials to Owner. Furnish extra materials described below that match products installed, are packaged with protective covering for storage, and are identified with appropriate labels. 1. Acoustical Ceiling Units: Furnish quantity of full-size units equal to 2.0 percent of amount installed. 2. Exposed Suspension System Components: Furnish quantity of each exposed component equal to 2.0 percent of amount installed.
PART 2 - PRODUCTS 2.1 ACOUSTICAL CEILING UNITS, GENERAL A. Standard For Acoustical Ceiling Units: Provide manufacturer's standard units of configuration indicated which are prepared for mounting method designated and which comply with FS SS-S- 118 requirements, including those indicated by reference to type, form, pattern, grade (NRC or NIC as applicable), light reflectance coefficient (LR), edge detail, and joint detail. B. Colors, Textures, and Patterns: Provide products to match appearance characteristics indicated or, if not otherwise indicated, as selected by Architect from manufacturer's standard colors, surface textures, and patterns available for acoustical ceiling units of quality designated. 2.2 ACOUSTICAL PANELS AND GRIDS (See ceiling plan for corresponding types schedule.) A. General: Provide acoustical panels, tile, grids, and systems identified below. Equal products by other manufacturers may be considered but are subject to Architect’s approval. B. Basis of Design: Type C1: 24" x 24" x 5/8”, Certainteed Broque Reveal BET-154; Chicago Metallic 1200 Seismic 15/16” Exposed White. Main Tees : 211.01Z 12’ x 1-1/2” x 15/16”. Cross Tees: 1202.01z 2’ x 1- 5/16” x 15/16”. Wall Angles: 1420.01 12’ x 15/16” x 15/16”. Type C2: 24" x 24" x 5/8”, USG Kitchen Lay-in Ceiling Tile Square #3210; USG DONN Brand ZXLA ™ Ceiling Grid. 2.3 METAL SUSPENSION SYSTEMS, GENERAL A. Standard for Metal Suspension Systems: Provide metal suspension system soft type, structural classification and finish indicated which comply with applicable ASTM C 635 requirements. B. Finishes and Colors: Provide manufacturer's standard finish for type of system indicated, unless otherwise required. For exposed suspension members and accessories with painted finish, provide color indicated or, if not otherwise indicated, as selected by Architect from manufacturer's full range of standard color. C. Attachment Devices: Size for 5 times design load indicated in ASTM C 635, Table 1, Direct Hung. D. Hanger Wire: Galvanized carbon steel wire, ASTM A 641, soft temper, prestretched, Class 1 coating, sized so that stress at 3-times hanger design load (ASTM C 635, Table 1, Direct Hung), will be less than yield stress soft wire, but provide not less than 12 gauge.
ACOUSTICAL TILE CEILINGS 095113 FIRE STATION 10 - RENOVATION CITY OF SPRINGFIELD SPRINGFIELD, MISSOURI
E. Edge Moldings and Trim: Metal or extruded plastic of types and profiles indicated or, if not indicated, provide manufacturer's standard molding for edges and penetrations of ceiling which fits with type of edge design and suspension system indicated. F. Provide grid types and colors for ceiling types indicated above.
PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates and structural framing to which ceiling system attaches or abuts, with Installer present, for compliance with requirements specified in this and other sections that affect installation and anchorage of ceiling systems. Do not proceed with installation until unsatisfactory conditions have been corrected.
3.2 PREPARATION A. Coordination: Furnish layouts for preset inserts, clips and other ceiling anchors whose installation is specified in other sections. 1. Furnish concrete inserts and similar devices to other trades for installation well in advance of time needed for coordination of other work. B. Measure each ceiling area and establish layout of acoustical units to balance border widths at opposite edges of each ceiling. Avoid use of less-than-half-width units at borders, and comply with reflected ceiling plans.
3.3 INSTALLATION A. General: Install acoustical ceiling systems to comply with installation standard referenced below, per manufacturer's instructions and CISCA "Ceiling Systems Handbook." 1. Standard for Installation of Ceiling Suspension Systems: Comply with ASTM C 636. B. Arrange acoustical units and orient directionally patterned units in a manner shown by reflected ceiling plans. C. Suspend ceiling hangers from building structural members and as follows: 1. Install hangers plumb and free from contact with insulation or other objects within ceiling plenum that are not part of supporting structural or ceiling suspension system. Splay hangers only where required to miss obstructions and offset resulting horizontal forces by bracing, counter-splaying, or other equally effective means. 2. Where width of ducts and other construction within ceiling plenum produces hanger spacings that interfere with the location of hangers at spacings required to support standard suspen- sion system members, install supplemental suspension members and hangers in form of trapezes or equivalent devices. Size supplemental suspension members and hangers to support ceiling loads within performance limits established by referenced standards. 3. Secure wire hangers by looping and wire-tying, either directly to structures or to inserts, eyescrews, or other devices that are secure and appropriate for substrate, and in a manner that will not cause them to deteriorate or otherwise fail due to age, corrosion, or elevated temperatures. 4. Secure flat, angle, channel, and rod hangers to structure, including intermediate framing members, by attaching to inserts, eyescrews, or other devices that are secure and appropriate for structure to which hangers are attached as well as for type of hanger involved, and in a manner that will not cause them to deteriorate or fail due to age, corrosion, or elevated temperatures. 5. Do not attach hangers to steel deck tabs. 6. Do not attach hangers to steel roof deck. Attach hangers to structural members.
ACOUSTICAL TILE CEILINGS 095113 FIRE STATION 10 - RENOVATION CITY OF SPRINGFIELD SPRINGFIELD, MISSOURI
7. Space hangers not more than 4'-0" o.c. along each member supported directly from hangers, unless otherwise shown, and provide hangers not more than 8 inches from ends of each member. D. Install edge moldings of type indicated at perimeter of acoustical ceiling area and where necessary to conceal edges of acoustical units. 1. Screw-attach moldings to substrate at intervals not over 16 inches o.c. and not more than 3 inches from ends, leveling with ceiling suspension system to tolerance of 1/8 inch in 12'-0". Miter corners accurately and connect securely. 2. Provide preformed collars at round pipe or column penetrations where required. E. Install acoustical panels in coordination with suspension system, with edges concealed by support of suspension members. Scribe and cut panels to fit accurately at borders and at penetrations.
3.4 CLEANING A. Clean exposed surfaces of acoustical ceilings, including trim, edge moldings, and suspension members. Comply with manufacturer's instructions for cleaning and touch-up of minor finish damage. Remove and replace work that cannot be successfully cleaned and repaired to permanently eliminate evidence of damage.
END OF SECTION 095113
ACOUSTICAL TILE CEILINGS 095113 FIRE STATION 10 - RENOVATION CITY OF SPRINGFIELD SPRINGFIELD, MISSOURI
SECTION 096623 - RESILIENT ATHLETIC RUBBER FLOORING
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. Rubber Athletic Flooring.
1.3 SUBMITTALS
A. Product Data: For each type of product indicated.
B. LEED Submittals:
1. Product Data for Credit EQ 4.1: For adhesives, include printed statement of VOC content and chemical components.
C. Samples for Initial Selection: For each type of product indicated.
D. Samples for Verification: For each type of product indicated, in manufacturer's standard-size samples of each resilient product color, texture, and pattern required.
E. Product Schedule: For resilient products. Use same designations indicated on Drawings.
1.4 QUALITY ASSURANCE
A. Mockups: Provide resilient products with mockups specified in other Sections.
1.5 DELIVERY, STORAGE, AND HANDLING
A. Store resilient products and installation materials in dry spaces protected from the weather, with ambient temperatures maintained within range recommended by Johnsonite, but not less than 55 deg F (13 deg C) or more than 85 deg F (29 deg C).
1.6 PROJECT CONDITIONS
A. Install resilient products after other finishing operations, including painting, have been completed.
RESILIENT ATHLETIC RUBBER FLOORING 096623-1 FIRE STATION 10 - RENOVATION CITY OF SPRINGFIELD SPRINGFIELD, MISSOURI
B. Maintain ambient temperatures within range recommended by Johnsonite, but not less than 65 deg F (18 deg C) or more than 85 deg F (29 deg C) in spaces to receive resilient products during the following time periods: 1. 48 hours before installation. 2. During installation. 3. 48 hours after installation.
C. Maintain the ambient relative humidity between 40% and 60% during installation.
D. Until Substantial Completion, maintain ambient temperatures within range recommended by Johnsonite, but not less than 55 deg F (13 deg C) or more than 85 deg F (29 deg C).
PART 2 - PRODUCTS
2.1 General: Provide rubber athletic flooring as identified below. Equal products by other manufacturers may be considered but are subject to Architect’s approval
A. Resilient Rubber Athletic Tile Flooring: 1. Basis of Design: Johnsonite REPLAY Tile: Gauge and finish as indicated on the Drawings. 2. Characteristics: a. Manufactured from a composition of recycled truck tire crumb rubber encapsulated in a urethane binder. b. Overall thickness: 3/8" (9.5 mm). c. Tile texture and color: 1) Hammered Textured Solid Color d. Tile style and size: 1) Interlocking (loose lay) 23" X 23" (58.42 cm X 58.42 cm) e. ASTM D 2240 Standard Test Method for Rubber Property—Durometer Hardness: 65 Shore A. f. ASTM D 2047, Standard Test Method for Static Coefficient of Friction of Polish-Coated Flooring or 0.6 or greater. g. ASTM F 970, Standard Test Method for Static Load Limit – passes 250 PSI. h. ASTM D 3389 Standard Test Method for Coated Fabrics Abrasion Resistance: < 1.00 gram weight loss. i. ASTM D 2859 Standard Test Method for Ignition Characteristics of Finished Floor Covering Materials (Pill Test): passes with greater than 1" of un-charred area.
2.2 INSTALLATION MATERIALS
A. Trowelable Leveling and Patching Compounds: Latex-modified, Portland cement based or blended hydraulic-cement-based formulation.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates, with Installer present, for compliance with requirements for maximum moisture content and other conditions affecting performance of the work.
Resilient Athletic Rubber Flooring 096623-2 FIRE STATION 10 - RENOVATION CITY OF SPRINGFIELD SPRINGFIELD, MISSOURI
B. Verify that finishes of substrates comply with tolerances and other requirements specified in other Sections and that substrates are free of cracks, ridges, depressions, scale, and foreign deposits that might interfere with adhesion of resilient products.
C. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Prepare substrates according to Johnsonite written instructions to ensure adhesion [or acceptance]of Resilient Athletic Flooring. 1. Verify that substrates are dry and free of curing compounds, sealers, and hardeners. 2. Remove substrate paint, coatings and other substances that are incompatible with adhesives or contain soap, wax, oil, solvents, or silicone, using mechanical methods recommended by manufacturer. Do not use solvents. 3. Mechanically remove contamination on the substrate that may cause damage to the resilient athletic flooring material. Permanent and non-permanent markers, pens, crayons, paint, etc., must not be used to write on the back of the flooring material or used to mark the substrate as they could bleed through and stain the flooring material. 4. Prepare Substrates according to ASTM F 710 including the following:. a. For loose lay (UnderLock, Interlocking) Tile: 1) The Moisture Vapor Emission Rate (MVER) of the concrete will have no measurable effect on the UnderLock or Interlocking Tile as they are not adhered to the concrete substrate. 2) Moisture testing must be conducted to identify if the MVER of the concrete is within the approved limits of the patching compound manufacturers specifications. (Follow patching compound manufactures instructions for proper selection and use.)
B. Fill cracks, holes, depressions and irregularities in the substrate with good quality Portland cement based underlayment leveling and patching compound and remove bumps and ridges to produce a uniform and smooth substrate.
C. Floor covering shall not be installed over expansion joints.
D. Do not install resilient products until they are same temperature as the space where they are to be installed. 1. Move resilient products and installation materials into spaces where they will be installed at least 48 hours in advance of installation.
E. Sweep and vacuum clean substrates to be covered by resilient products immediately before installation.
3.3 RESILIENT ATHLETIC FLOORING INSTALLATION
A. Comply with manufacturer's written instructions for installing resilient athletic flooring.
B. Resilient Athletic Loose Lay UnderLock and Interlocking Tile Flooring: 1. Do not adhere Loose Lay tile to substrate. 2. Roll the flooring tabs with a hand roller.
Resilient Athletic Rubber Flooring 096623-3 FIRE STATION 10 - RENOVATION CITY OF SPRINGFIELD SPRINGFIELD, MISSOURI
3.4 CLEANING AND PROTECTION
A. Comply with manufacturer's written instructions for cleaning and protection of resilient products.
B. Perform the following operations immediately after completing resilient product installation: 1. Remove adhesive and other blemishes from exposed surfaces. 2. Sweep and vacuum surfaces thoroughly. 3. Damp-mop surfaces to remove marks and soil.
C. Protect resilient products from mars, marks, indentations, and other damage from construction operations and placement of equipment and fixtures during remainder of construction period. 1. No traffic for 24 hours after installation. 2. No heavy traffic, rolling loads, or furniture placement for 72 hours after installation.
D. Wait 72 hours after installation before performing initial cleaning
E. A regular maintenance program must be started after the initial cleaning.
END OF SECTION 096623
Resilient Athletic Rubber Flooring 096623-4 FIRE STATION 10 - RENOVATION CITY OF SPRINGFIELD SPRINGFIELD, MISSOURI
SECTION 099000 - PAINTING
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division Specification sections, apply to this section.
1.2 SUMMARY
A. This Section includes surface preparation, painting, and finishing of exposed interior and exterior items and surfaces. 1. Surface preparation, priming, and finish coats specified in this section are in addition to shop priming and surface treatment specified under other sections.
B. Paint all exposed surfaces whether or not colors are designated in "schedules," except where a surface or material is specifically indicated not to be painted or is to remain natural. Where an item or surface is not specifically mentioned, paint the same as similar adjacent materials or surfaces. If color or finish is not designated, the Architect will select from standard colors or finishes available.
C. Work included in this section to be painted: 1. Painting exposed surfaces as indicated. 2. Paint exposed ductwork. 3. Stain and seal woodwork. 4. Paint exposed woods not scheduled for stain/sealer. 5. Paint all exposed materials not prefinished by factory. 6. Paint equipment-mounting boards. 7. Paint exposed piping, conduit, equipment and supports, except if prefinished with factory painted finish, and as may be noted otherwise. 8. Paint all exposed steel structure and metal deck as scheduled. 9. Paint concrete walls where indicated. 10. Paint all exterior exposed steel lintels whether indicated on drawings or not.
D. Painting is not required on pre-finished items, finished metal surfaces, concealed surfaces, operating parts, and labels. 1. Pre-finished items not to be painted include the following factory-finished components: a. Toilet compartments. b. Acoustic materials, unless indicated otherwise. c. Finished mechanical and electrical equipment, unless indicated otherwise. d. Light fixtures. e. Switchgear, except as indicated. f. Distribution cabinets, except where exposed on walls of occupied spaces. 2. Finished metal surfaces not to be painted include: a. Anodized aluminum. b. Stainless steel. c. Chromium plate. d. Copper. e. Bronze. f. Brass. 3. Operating parts not to be painted include moving parts of operating equipment such as the following: a. Valve and damper operators. b. Linkages. c. Sensing devices. d. Motor and fan shafts. 4. Labels: Do not paint over Underwriter's Laboratories, Factory Mutual or other code-required labels or equipment name, identification, performance rating, or nomenclature plates.
PAINTING 099000 - 1 FIRE STATION 10 - RENOVATION CITY OF SPRINGFIELD SPRINGFIELD, MISSOURI
E. Accent Colors: Reference “Finishes” plans for paint colors and locations.
F. Related Sections: The following sections contain requirements that relate to this section: 1. Division 5 Section "Metal Fabrications" for shop priming ferrous metal. 2. Division 8 Section "Steel Doors and Frames" for shop priming steel doors and frames.
G. Shelf Stock: Provide at least one gallon of each color and type of paint, stain, sealer, and coating; labeled as to color and location. Do not use shelf stock for punch list work.
1.3 SUBMITTALS
A. Product Data: Manufacturer's technical information, label analysis, and application instructions for each material proposed for use. 1. List each material and cross-reference the specific coating and finish system and application. Identify each material by the manufacturer's catalog number and general classification.
B. Mock-Ups: 1. Provide 8” x 11” drawdowns of initial paint color selections. See Material Finish Legend 090000. 2. After color selection, the Architect will furnish color chips for surfaces to be coated, then provide the following for final approval. a. Concrete/Masonry: Provide two 4-by-8-inch samples of masonry, with mortar joint in the center, for each finish and color. b. Painted Wood: Provide two 12-inch-square samples of each color and material on hardboard. c. Stained or Natural Wood: Provide two 4-by-8-inch samples of natural and stained wood finish on actual wood surfaces. d. Ferrous Metal: Provide two 4-inch-square samples of flat metal and two 8-inch-long samples of solid metal for each color and finish.
B. Coordination of Work: Review other sections in which primers are provided to ensure compatibility of the total systems for various substrates. On request, furnish information on characteristics of finish materials to ensure use of compatible primers. 1. Notify the Architect of problems anticipated using the materials specified.
C. Coating Maintenance Manual: Upon completion of the project, the Contractor or paint supplier shall furnish a coating maintenance manual, equal to Sherwin-Williams “Custodian Project Color and Product Information” report. Manual shall include an Area Summary with finish schedule, Area Detail designating where each product/color/finish was used, product data pages, Material Safety Data Sheets, care and cleaning instructions, touchup procedures, and color samples of each color and finish used.
1.4 QUALITY ASSURANCE
A. Single-Source Responsibility: Provide primers and undercoat paint produced by the same manufacturer as the finish coats.
B. Coordination of Work: Review other sections in which primers are provided to ensure compatibility of the total systems for various substrates. On request, furnish information on characteristics of finish materials to ensure use of compatible primers. 1. Notify the Architect of problems anticipated using the materials specified.
C. Field Sample Panels: On wall surfaces and other exterior and interior components assigned for each color, duplicate finishes of prepared samples. Provide full-coat finish samples on at least 100 sq. ft. of surface until required sheen, color and texture are obtained; simulate finished lighting conditions for review of in-place work. 1. Final acceptance of colors will be from job-applied samples.
PAINTING 099000 - 2 FIRE STATION 10 - RENOVATION CITY OF SPRINGFIELD SPRINGFIELD, MISSOURI
D. Material Quality: Provide the manufacturer's best quality trade sale paint material of the various coating types specified. Paint material containers not displaying manufacturer's product identification will not be acceptable. 1. Proprietary names used to designate colors or materials are not intended to imply that products named are required or to exclude equal products of other manufacturers.
1.5 DELIVERY, STORAGE, AND HANDLING
A. Deliver materials to the job site in the manufacturer's original, unopened packages and containers bearing manufacturer's name and label and the following information: 1. Product name or title of material. 2. Product description (generic classification or binder type). 3. Federal Specification number, if applicable. 4. Manufacturer's stock number and date of manufacture. 5. Contents by volume, for pigment and vehicle constituents. 6. Thinning instructions. 7. Application instructions. 8. Color name and number.
B. Store materials not in use in tightly covered containers in a well-ventilated area at a minimum ambient temperature of 45 deg F (7 deg C). Maintain containers used in storage in a clean condition, free of foreign materials and residue. 1. Protect from freezing. Keep storage area neat and orderly. Remove oily rags and waste daily. Take necessary measures to ensure that workers and work areas are protected from fire and health hazards resulting from handling, mixing, and application.
1.6 JOB CONDITIONS
A. Apply water-based paints only when the temperature of surfaces to be painted and surrounding air temperatures are between 50 deg F (10 deg C) and 90 deg F (32 deg C).
B. Apply solvent-thinned paints only when the temperature of surfaces to be painted and surrounding air temperatures are between 45 deg F (7 deg C) and 95 deg F (35 deg C).
C. Do not apply paint in snow, rain, fog, or mist, when the relative humidity exceeds 85 percent, at temperatures less than 5 deg F (3 deg C) above the dew point, or to damp or wet surfaces. 1. Painting may continue during inclement weather if surfaces and areas to be painted are enclosed and heated within temperature limits specified by the manufacturer during application and drying periods.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated in the Work include: 1. Sherwin Williams 2. Benjamin Moore and Co. (Moore) 3. PPG Industries, Pittsburgh Paints (PPG)
2.2 PAINT MATERIALS, GENERAL
A. See paint schedule at the end of this section.
B. Material Compatibility: Provide block fillers, primers, finish coat materials, and related materials that are compatible with one another and the substrates indicated under conditions of service and application, as demonstrated by the manufacturer based on testing and field experience.
PAINTING 099000 - 3 FIRE STATION 10 - RENOVATION CITY OF SPRINGFIELD SPRINGFIELD, MISSOURI
C. Material Quality: Provide the manufacturer's best-quality trade sale paint material of the various coating types specified. Paint material containers not displaying manufacturer's product identification will not be acceptable.
D. Colors: Colors to be selected by Architect from paint manufacturer's full range of standard colors. Colors may be by different paint manufacturers than specified or selected and will require color match. See 090000 Material Finish Legend for initial color selection.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates and conditions under which painting will be performed for compliance with requirements for application of paint. Do not begin paint application until unsatisfactory conditions have been corrected. 1. Start of painting will be construed as the Applicator's acceptance of surfaces and conditions within a particular area.
3.2 PREPARATION
A. General Procedures: Remove hardware and hardware accessories, plates, machined surfaces, lighting fixtures, and similar items in place that are not to be painted, or provide surface-applied protection prior to surface preparation and painting. Remove these items if necessary for complete painting of the items and adjacent surfaces. Following completion of painting operations in each space or area, have items rein- stalled by workers skilled in the trades involved. 1. Clean surfaces before applying paint or surface treatments. Remove oil and grease prior to cleaning. Schedule cleaning and painting so that dust and other contaminants from the cleaning process will not fall on wet, newly painted surfaces.
B. Surface Preparation: Clean and prepare surfaces to be painted in accordance with the manufacturer's instructions for each particular substrate condition and as specified. 1. Provide barrier coats over incompatible primers or remove and reprime. Notify Architect in writing of problems anticipated with using the specified finish-coat material with substrates primed by others. 2. Cementitious Materials: Prepare concrete masonry block, precast walls, and ceilings and other surfaces to be painted. Remove efflorescence, chalk, dust, dirt, grease, oils, and release agents. Roughen as required to remove glaze. If hardeners or sealers have been used to improve curing, use mechanical methods of surface preparation. a. Use abrasive blast-cleaning or acid etching methods if recommended by the paint manufacturer. b. Scrape and clean small, dry, seasoned knots and apply a thin coat of white shellac or other re- commended knot sealer before application of primer. After priming, fill holes and imperfections in finish surfaces with putty or plastic wood filler. Sand smooth when dried. c. Prime, stain, or seal wood to be painted immediately upon delivery. Prime edges, ends, faces, undersides, and backsides of wood, including cabinets, counters, cases, and paneling. d. When transparent finish is required, backprime with spar varnish. e. Backprime paneling on interior partitions where masonry, plaster, or other wet wall construction occurs on backside. f. Seal tops, bottoms, and cutouts of unprimed wood doors with a heavy coat of varnish or sealer im- mediately upon delivery. 3. Ferrous Metals: Clean nongalvanized ferrous-metal surfaces that have not been shop coated; remove oil, grease, dirt, loose mill scale, and other foreign substances. Use solvent or mechanical cleaning methods that comply with recommendations of the Steel Structures Painting Council. a. Touch up bare areas and shop-applied prime coats that have been damaged. Wire-brush, clean with solvents recommended by the paint manufacturer, and touch up with the same primer as the shop coat. 4. Galvanized Surfaces: Clean galvanized surfaces with non-petroleum-based solvents so that the surface is free of oil and surface contaminants. Remove pretreatment from galvanized sheet metal fabricated from coil stock by mechanical methods.
PAINTING 099000 - 4 FIRE STATION 10 - RENOVATION CITY OF SPRINGFIELD SPRINGFIELD, MISSOURI
C. Materials Preparation: Carefully mix and prepare paint materials in accordance with manufacturer's directions. 1. Maintain containers used in mixing and application of paint in a clean condition, free of foreign materials and residue. 2. Stir material before application to produce a mixture of uniform density; stir as required during application. Do not stir surface film into material. Remove film and, if necessary, strain material before using. 3. Use only thinners approved by the paint manufacturer, and only within recommended limits.
D. Tinting: Tint each undercoat a lighter shade to facilitate identification of each coat where multiple coats of the same material are applied. Tint undercoats to match the color of the finish coat, but provide sufficient differences in shade of undercoats to distinguish each separate coat.
3.3 APPLICATION
A. Apply paint in accordance with manufacturer's directions. Use applicators and techniques best suited for substrate and type of material being applied.
B. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions detrimental to formation of a durable paint film. 1. Paint colors, surface treatments, and finishes are indicated in "schedules." 2. Provide finish coats that are compatible with primers used. 3. The number of coats and film thickness required is the same regardless of the application method. Do not apply succeeding coats until the previous coat has cured as recommended by the manufacturer. Sand between applications where sanding is required to produce an even smooth surface in accordance with the manufacturer's directions. 4. Apply additional coats when undercoats, stains, or other conditions show through final coat of paint until paint film is of uniform finish, color, and appearance. Give special attention to ensure that surfaces, including edges, corners, crevices, welds, and exposed fasteners, receive a dry film thickness equivalent to that of flat surfaces. 5. The term "exposed surfaces" includes areas visible when permanent or built-in fixtures, convector covers, covers for finned tube radiation, grilles, and similar components are in place. Extend coatings in these areas as required to maintain the system integrity and provide desired protection. 6. Paint surfaces behind movable equipment and furniture same as similar exposed surfaces. Paint surfaces behind permanently fixed equipment or furniture with prime coat only before final installation of equipment. 7. Paint interior surfaces of ducts, where visible through registers or grilles, with a flat, nonspecular black paint. 8. Paint back sides of access panels and removable or hinged covers to match exposed surfaces. 9. Finish interior of wall and base cabinets and similar field- finished casework to match exterior. 10. Finish exterior doors on tops, bottoms, and side edges same as exterior faces. 11. Sand lightly between each succeeding enamel or varnish coat. 12. Omit primer on metal surfaces that have been shop-primed and touch up painted.
C. Scheduling Painting: Apply first coat to surfaces that have been cleaned, pretreated, or otherwise prepared for painting as soon as practicable after preparation and before subsequent surface deterioration. 1. Allow sufficient time between successive coats to permit proper drying. Do not recoat until paint has dried to where it feels firm, and does not deform or feel sticky under moderate thumb pressure and where application of another coat of paint does not cause lifting or loss of adhesion of the undercoat.
D. Minimum Coating Thickness: Apply materials at not less than the manufacturer's recommended spreading rate. Provide a total dry film thickness of the entire system as recommended by the manufacturer.
E. Block Fillers: Apply block fillers to concrete masonry block at a rate to ensure complete coverage with pores filled. Apply additional coats of block filler at infill in existing block walls to match adjacent/surrounding conditions and appearance.
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F. Prime Coats: Before application of finish coats, apply a prime coat of material as recommended by the manufacturer to material that is required to be painted or finished and has not been prime coated by others. Recoat primed and sealed surfaces where evidence of suction spots or unsealed areas in first coat appears, to assure a finish coat with no burn through or other defects due to insufficient sealing.
G. Stipple Enamel Finish: Roll and redistribute paint to an even and fine texture. Leave no evidence of rolling such as laps, irregularity in texture, skid marks, or other surface imperfections.
H. Pigmented (Opaque) Finishes: Completely cover to provide an opaque, smooth surface of uniform finish, color, appearance, and coverage. Cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness, or other surface imperfections will not be acceptable.
I. Transparent (Clear) Finishes: Use multiple coats to produce a glass-smooth surface film of even luster. Provide a finish free of laps, cloudiness, color irregularity, runs, brush marks, orange peel, nail holes, or other surface imperfections. 1. Provide satin finish for final coats on wood doors.
J. Completed Work: Match approved samples for color, texture, and coverage. Remove, refinish, or repaint work not in compliance with specified requirements.
3.4 CLEANING
A. Cleanup: At the end of each workday, remove empty cans, rags, rubbish, and other discarded paint materials from the site.
3.5 PROTECTION
A. Protect work of other trades, whether to be painted or not, against damage by painting. Correct damage by cleaning, repairing or replacing, and repainting, as acceptable to Architect.
B. Provide "wet paint" signs to protect newly painted finishes. Remove temporary protective wrappings provided by others for protection of their work after completion of painting operations. 1. At completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces.
3.6 EXTERIOR PAINT SCHEDULE
A. General: Provide the following paint systems for the various substrates indicated. Sherwin Williams Products are listed, equal products by other manufacturers may be acceptable, subject to conformance with requirements.
B. Ferrous Metal: Primer is not required on shop-primed items. 1. Full-Gloss Urethane Alkyd Enamel: 2 finish coats over primer. a. Primer: SW Pro-Cryl Universal Metal Primer B66-310 b. First Coat: SW Urethane Alkyd Enamel B54-150 gloss. c. Second Coat: SW Urethane Alkyd Enamel B54-150 gloss.
3.7 INTERIOR PAINT SCHEDULE
A. General: Provide the following paint systems for the various substrates, as indicated. Not all scheduled substrates may appear on this project.
B. Concrete Masonry Units: 1. Block Filler: SW; B25W25 Prep-Rite Latex Block Filler. 2. Two coats: SW; B31 – W2600 Series Pro Mar 200 0 VOC semi-gloss latex. 3. At CMU infill in an existing wall, provide additional coats of block filler to match texture of surrounding conditions to remain.
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C. Concrete Masonry Units – High Durability: (Provide high durability paint at all restrooms, janitor’s closets, corridors, and as indicated on drawings.) Use in all high traffic areas, exclude admin offices 1. Block Filler: SW; B25W25 Prep-Rite Latex Block Filler. 2. Two coats: SW; Pro Industrial Pre-Catalyzed WB Epoxy K45 series
D. Drywall: 1. Primer: SW; B28W2600 ProMar 200 0 VOC Latex Primer . 2. Two Coats: SW; B20W2600 – Pro Mar 200 0 VOC Interior Eg Shel latex.
E. Drywall: High Durability. (Provide high durability paint at all restrooms, janitor’s closets, corridors, and as indicated on drawings.) 1. Undercoat: SW;. B28W2600 ProMar 200 0 VOC Latex Primer 2. Two coats: SW;. Pro Industrial Pre-Catalyzed WB Epoxy K45 series
F. Painted Woodwork and Hardboard: 1. Undercoat: SW; B49W8820 Multi-Purpose Interior Oil-Based Primer. 2. Two coats: SW; A76W00051 Solo Semi-gloss interior acrylic.
G. Ferrous Metal: (Interior hollow metal) 1. Primer: SW B66-310 Pro-Cryl Universal Metal Primer. 2. Two coats: SW; . Pro Industrial Pre-Catalyzed WB Epoxy K46 Semi-gloss
I. Exposed Open Structure and Open Ceiling Areas: Dryfall. 1. Primer (prime all unfinished surfaces) according to dryfall manufacturer’s recommendations for specific substrates. 2. Two (2) coats: SW: Waterborne acrylic dryfall B42 series flat finish
J. Concrete Substrates (Traffic Surfaces) 1. Interior/Exterior clear concrete floor sealer (2 coats) H & C concrete sealer wet look water based clear.
END OF SECTION 099000
PAINTING 099000 - 7 FIRE STATION 10 - RENOVATION CITY OF SPRINGFIELD SPRINGFIELD, MISSOURI
SECTION 108000 – TOILET, BATH & LAUNDRY ACCESSORIES
1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.
1.2 GENERAL A. Submittals: Manufacturer's product data for each toilet accessory item specified, including details of construction relative to materials, dimensions, gages, profiles, mounting methods, specified options, and finishes.
1.3 PRODUCTS A Manufacturers: Gamco, a division of Bobrick is the basis-of-design, other manufacturer’s offering products that may be incorporated into the work include but are not limited to: 1. A & J Washroom Accessories 2. American Specialties, Inc. 3. Bobrick (including Gamco a division of Bobrick) 4. McKinney Parker
B. Materials, General: Fabricate toilet accessory items from the following materials and according to requirements specified for individual accessory items: 1. Stainless Steel: AISI Type 302/304, with polished No. 4 finish, 0.034-inch (22-gage) minimum thickness, unless otherwise indicated. 2. Brass: Leaded and unleaded, flat products, ASTM B 19; rods, shapes, forgings, and flat products with finished edges, ASTM B 16; Castings, ASTM B 30. 3. Sheet Steel: Cold-rolled, commercial quality ASTM A 366, 0.04-inch (20-gage) minimum thickness, unless otherwise indicated. Surface preparation and metal pretreatment as required for applied finish. 4. Galvanized Steel Sheet: ASTM A 527, G60. 5. Chromium Plating: Nickel and chromium electro-deposited on base metal, ASTM B 456, Type SC 2. 6. Baked Enamel Finish: Factory-applied, gloss white, baked acrylic enamel coating. 7. Mirror Glass: Nominal 6.0-mm (0.23-inch) thick, conforming to ASTM C 1036, Type I, Class 1, Quality q2, and with silvering, electro-plated copper coating, and protective organic coating. 8. Galvanized Steel Mounting Devices: ASTM A 153, hot-dip galvanized after fabrication. 9. Fasteners: Screws, bolts, and other devices of same material as accessory unit, or of galvanized steel where concealed. 10. Keys: Provide universal keys for access to toilet accessory units requiring internal access for servicing, resupply, etc. Provide a minimum of 3 keys to Owner's representative.
C. Fabrication: 1. Only a maximum 1-1/2-inch diameter, unobtrusive stamped manufacturer logo, as approved by Architect, is permitted on exposed face of toilet or bath accessory units. On either interior surface not exposed to view or back surface, provide additional identification by means of either a waterproof, printed label or a stamped nameplate, indicating manufacturer's name and product model number. 2. Surface-Mounted Toilet Accessories, General: Except where otherwise indicated, fabricate units with tight seams and joints, exposed edges rolled. Hang doors or access panels with continuous stainless steel piano hinge. Provide concealed anchorage wherever possible. 3. Framed Mirror Units, General: Fabricate frames for glass mirror units to accommodate wood, felt, plastic, or other glass edge protection material. Provide mirror backing and support system that will permit rigid, tamperproof glass installation and prevent moisture accumulation, as follows: a. Provide galvanized steel backing sheet, not less than 0.034 inch (22 gage) and full mirror size, with nonabsorptive filler material. Corrugated cardboard is not an acceptable filler material. b. Mount one per lavatory/sink. c. Provide warranty to replace mirrors that develop visible silver spoilage or defects for a period of 15 years. 4. Mirror Unit Hangers: Provide system of mounting mirror units that will permit rigid, tamperproof, and theft-proof installation, as follows:
TOILET AND BATH ACCESSORIES 108000 - 1 FIRE STATION 10 - RENOVATION CITY OF SPRINGFIELD SPRINGFIELD, MISSOURI
a. One-piece, galvanized-steel, wall hanger device with spring- action, locking mechanism to hold mirror unit in position with no exposed screws or bolts or; b. Heavy-duty wall brackets of galvanized steel, equipped with concealed locking devices requiring a special tool to remove. 5. Provide matching filler trim for gaps behind wall mounted accessory units that lap over top of tile wainscots.
D. SCHEDULE OF ACCESSORIES: Provide products as indicated or equal, (see drawings; if locations are not shown, locate as directed in field) (See Sheet G101 for mounting heights). 1. TPD (E4 on plan/schedule): Toilet Tissue Dispenser: Gamco model #76867; one per toilet room, provide required blocking and installation. 2. GB (E 7 and E8 on plan/schedule): Stainless Steel Grab Bars: Provide grab bars with wall thickness not less than .050 inch (18 gage) and as follows and at locations shown on drawings. a. 42” Grab bar: Model 8122 x 42 (#125C) b. 36” Grab bar: Model 8122 x 36 (#125C) c. 18” Grab bar: Model 8122 x 18 (#125C) d. Mounting: Concealed, manufacturer's standard flanges and anchorages, provide blocking are required. e. Clearance: 1-1/2-inch clearance between wall surface and inside face of bar. f. Gripping Surfaces: Manufacturer's standard texture for ADA compliance. g. Heavy-Duty Size: Outside diameter of 1-1/2 inches. h. At Shower; Bradley Shower Application Configuration 36-RH or 37-LH 3. SD (E1 on plan/schedule): Liquid Soap Dispenser – Gamco, Surface mounted, vertical tank-type soap dispenser with all-purpose valve (Model # G-16ap). 22-gauge stainless steel, type 304 satin finish. Capacity is 40 oz., keyed unit. Dimensions: 4-7/8” W x 8-1/4” H x 3” deep. 4. M (E2 on plan/schedule): Framed Mirror Units: Bobrick B-290. Fabricate frame with angle shapes not less than 0.05 inch (18 gauge), with square corners mitered, welded, and ground smooth. Provide in No. 4 satin polished finish. a. M1= 24” wide x 36” high; mount bottom of mirror as shown on drawings (framed mirror unit). b. Mount mirrors at heights shown on drawings. See Equipment Schedule. 5. MH: (E9 on plan/schedule): Mop Holder: American Specialties Model #0795. Locate such that mops will suspend over and drip into mop basin and not interfere with water spiget. 6. SG: Mop basin guards: Stainless steel, wall guard at mop basin, extend guard up behind faucet and at side walls at corner units. 7. PTD (E3 on plan/schedule): Paper Towel Dispenser: Gamco, model TD-2-8. Provide blocking as required. 8. SC: (E5 and E20) on plan/schedule): Shower Curtain and Rod – Gamco model SR125E, see plan/schedule for varying sizes of shower openings. Hooks Gamco 100-CHSS. 9. RH: (E6 on plan/schedule): Robe Hook – Gamco model 76827.
1.3 EXECUTION A. Installation: Install toilet accessory units according to manufacturers' printed installation instructions, using fasteners appropriate to substrate as recommended by unit manufacturer. Install units plumb and level, firmly anchored in locations and at heights indicated. 1. Secure mirrors to walls in concealed, tamperproof manner with special hangers, toggle bolts, or screws. Set units plumb, level, and square at locations indicated, in accordance with manufacturer's instructions for type of substrate involved. 2. Adjust toilet accessories for proper operation and verify that mechanisms function smoothly. Replace damaged or defective items. 3. Clean and polish all exposed surfaces strictly according to manufacturer's recommendations after removing temporary labels and protective coatings.
END OF SECTION 108000
TOILET AND BATH ACCESSORIES 108000 - 2 FIRE STATION 10 - RENOVATION CITY OF SPRINGFIELD SPRINGFIELD, MISSOURI
SECTION 323113 - CHAIN LINK FENCES AND GATES
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. Chain-link fence.
B. Related Requirements: 1. Section 033000 "Cast-in-Place Concrete" for cast-in-place concrete and post footings.
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. Fence and posts, rails, swing gate, latch and fittings. b. Chain-link fabric, reinforcements, and attachments.
B. Shop Drawings: For each type of fence and gate assembly. 1. Include plans, elevations, sections, details, and attachments to other work. 2. Include accessories, hardware, gate operation, and operational clearances.
C. Samples for Initial Selection: For each type of factory-applied finish.
D. Samples for Verification: For each type of component with factory-applied finish, prepared on Samples of size indicated below: 1. Polymer-Coated Components: In 6-inch lengths for components and on full-sized units for accessories.
1.4 INFORMATIONAL SUBMITTALS
A. Qualification Data: For factory-authorized service representative.
B. Product Certificates: For each type of chain-link fence, and gate.
C. Product Test Reports: For framework strength according to ASTM F 1043, for tests performed by a qualified testing agency.
D. Sample Warranty: For special warranty.
1.5 FIELD CONDITIONS
A. Field Measurements: Verify layout information for chain-link fences and gates shown on Drawings in relation to property survey and existing structures. Verify dimensions by field measurements.
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1.6 WARRANTY
A. Special Warranty: Installer agrees to repair or replace components of chain-link fences and gates that fail in materials or workmanship within specified warranty period. 1. Failures include, but are not limited to, the following: a. Failure to comply with performance requirements. b. Deterioration of metals, metal finishes, and other materials beyond normal weathering. 2. Warranty Period: Five years from date of Substantial Completion.
PART 2 - PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A. Structural Performance: Chain-link fence and gate frameworks shall withstand the design wind loads and stresses for fence height(s) and under exposure conditions indicated according to ASCE/SEI 7. 1. Design Wind Load: In accordance with ASCE/SEI 7. a. Minimum Post Size: Determine according to ASTM F 1043 for post spacing not to exceed 10 feet for Material Group IA, ASTM F 1043, Schedule 40 steel pipe. b. Minimum Post Size and Maximum Spacing: Determine according to CLFMI WLG 2445, based on mesh size and pattern specified.
2.2 CHAIN-LINK FENCE FABRIC
A. General: Provide fabric in one-piece heights measured between top and bottom of outer edge of selvage knuckle or twist according to "CLFMI Product Manual" and requirements indicated below: 1. Fabric Height: As indicated on Drawings. 2. Steel Wire for Fabric: #11 or #12-Gauge Wire a. Mesh Size: 2 inches. b. Type VCL Fence fabric, PVC coated in accordance with ASTM F 668. Class 1, Class 2A, and Class 2B wire and fabric types are acceptable. c. Color to be selected by Owner from manufacturer’s standard colors, as specified in ASTM F 934. 3. Selvage: Twisted top and knuckled bottom.
2.3 FENCE FRAMEWORK
A. Posts and Rails: ASTM F 1043 for framework, including rails, braces, and line; terminal; and corner posts. Provide members with minimum dimensions and wall thickness according to ASTM F 1043 based on the following: 1. Fence Height: As indicated on Drawings. 2. Industrial-Strength Material: Group IC-L, round steel pipe, electric-resistance-welded pipe. a. Line Post: 2 1/2 inches in diameter, shall weigh 3.65 pounds per linear foot, and shall be 10 feet in length. b. End and Corner Posts: 4 inches in diameter, shall weigh 9.11 pounds per linear foot. 3. Horizontal Framework Members: Top and bottom rails according to ASTM F 1043. a. Top Rail: 1 5/8 inches in diameter, shall weigh 2.27 pounds per linear foot, and shall be supplied in twenty (20) foot lengths. 4. Brace Rails: ASTM F 1043. Braces will be trussed from line posts back to terminal posts with three-eights (3/8”) inch galvanized rods complete with truss tighteners. Fittings and hardware shall be of high-quality materials with hot dipped galvanizing after fabrication. The quantity of fittings and hardware supplied shall be sufficient to assemble all components. 5. Metallic Coating for Steel Framework:
CHAIN LINK FENCES AND GATES 323113 - 2 FIRE STATION 10 - RENOVATION CITY OF SPRINGFIELD SPRINGFIELD, MISSOURI
a. Vinyl clad steel with color coated EMV (Epoxy modified polyvinyl chloride) chemically bonded to heated industrial strength galvanized steel pipe, as specified, by electrostatically applied powder coating process. b. Protective vinyl coating thickness shall be 10-14 mils, according to pipe diameter. c. Pipe vinyl coating shall have the following properties: specific gravity of 1.32 to 1.37, tensile strength of 2,000 psi, minimum elongation of 180 percent, tear strength at 15 mils, 0.36 pounds per mil, hardness of coating of 87 to 92 shore a durometer.
2.4 TENSION WIRE
A. Metallic-Coated 7-gauge Steel Wire: marcelled tension wire according to ASTM A 817 or ASTM A 824, with the following metallic coating: 1. Type II: Zinc coated (galvanized) by hot-dip process, with the following minimum coating weight: a. Matching chain-link fabric coating weight.
2.5 FITTINGS
A. Provide fittings according to ASTM F 626.
B. Post Caps: Provide for each post. 1. Provide line post caps with loop to receive tension wire or top rail.
C. Rail and Brace Ends: For each gate, corner, pull, and end post.
D. Rail Fittings: Provide the following: 1. Top Rail Sleeves: Pressed-steel or round-steel tubing not less than 6 inches long. 2. Rail Clamps: Line and corner boulevard clamps for connecting intermediate and bottom rails to posts.
E. Tension and Brace Bands: Pressed steel.
F. Tension Bars: Steel, length not less than 2 inches shorter than full height of chain-link fabric. Provide one bar for each gate and end post, and two for each corner and pull post, unless fabric is integrally woven into post.
G. Truss Rod Assemblies: Steel, hot-dip galvanized after threading rod and turnbuckle or other means of adjustment.
H. Tie Wires, Clips, and Fasteners: According to ASTM F 626. 1. Standard Round Wire Ties: For attaching chain-link fabric to posts, rails, and frames, according to the following: a. Hot-Dip Galvanized Steel: 9-gauge wire; galvanized coating thickness matching coating thickness of chain-link fence fabric. b. Aluminum: ASTM B 211; Alloy 1350-H19; 9-gauge, mill-finished wire.
I. Finish: 1. Metallic Coating for Pressed Steel not less than 1.2 oz./sq. ft. of zinc, with EMBV powder coating.
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2.6 GATES
A. Gate shall be swinging type, furnished complete with all hardware and accessories as required for a complete installation.
B. Gate Frames: Frames shall be fabricated from zinc-coated steel pipe members (to match posts) having a minimum outside diameter of 1.90 inches and weighing mot less than 2.72 pounds per linear foot.
C. Fabrication: Conform to applicable requirements of ASTM F900 and the following: 1. Assemble gate frame by welding or with fittings and rivets for rigid connections. Use same fabric as for the fence panels. Install fabric with stretcher bars at vertical edges, and tie wires at top and bottom edges. Attach stretcher bars to gate frame at not more than 15 inches on center. Attach hardware with rivets or by other means that will provide security against removal or breakage. 2. Provide additional horizontal and vertical members to ensure proper gate operation and for attachment of fabric, hardware, and accessories. 3. Provide diagonal cross bracing consisting of minimum 1/2 inch diameter adjustable truss rods on gate where necessary to provide frame rididity without sag or twist. 4. For Type VCL fencing, gate components shall be PVC coated or painted in color matching fence fabric.
2.7 GROUT AND ANCHORING CEMENT
A. Nonshrink, Nonmetallic Grout: Factory-packaged, nonstaining, noncorrosive, nongaseous grout complying with ASTM C 1107/C 1107M. Provide grout, recommended in writing by manufacturer, for exterior applications.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine areas and conditions, with Installer present, for compliance with requirements for a certified survey of property lines and legal boundaries, site clearing, earthwork, pavement work, and other conditions affecting performance of the Work.
B. Only after unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Stake locations of fence lines and terminal posts.
3.3 CHAIN-LINK FENCE INSTALLATION
A. Install chain-link fencing according to ASTM F 567 and more stringent requirements specified.
B. Post Setting: Secure posts to concrete at indicated spacing, using method of attachment as recommended by the fence manufacturer based on intended use and site conditions. 1. Verify that posts are set plumb, aligned, and at correct height and spacing.
C. Terminal Posts: Install terminal end posts according to ASTM F 567 and terminal pull posts at changes in horizontal or vertical alignment of 30 degrees or more.
CHAIN LINK FENCES AND GATES 323113 - 4 FIRE STATION 10 - RENOVATION CITY OF SPRINGFIELD SPRINGFIELD, MISSOURI
D. Line Posts: Space line posts uniformly.
E. Post Bracing and Intermediate Rails: Install according to ASTM F 567, maintaining plumb position and alignment of fence posts. Diagonally brace terminal posts to adjacent line posts with truss rods and turnbuckles. Install braces at end and gate posts and at both sides of corner and pull posts. 1. Locate horizontal braces at mid-height of fabric 72 inches or higher, on fences with top rail, and at two-third fabric height on fences without top rail. Install so posts are plumb when diagonal rod is under proper tension.
F. Tension Wire: Install according to ASTM F 567, maintaining plumb position and alignment of fence posts. Pull wire taut, without sags. Fasten fabric to tension wire with 0.120-inch-diameter hog rings of same material and finish as fabric wire, spaced a maximum of 24 inches o.c. Install tension wire in locations indicated before stretching fabric. Provide horizontal tension wire as recommended by manufacturer.
G. Top Rail: Install according to ASTM F 567, maintaining plumb position and alignment of fence posts. Run rail continuously through line post caps, bending to radius for curved runs and terminating into rail end attached to posts or post caps fabricated to receive rail at terminal posts. Provide expansion couplings as recommended in writing by fencing manufacturer.
H. Intermediate and Bottom Rails: Secure to posts with fittings.
I. Chain-Link Fabric: Apply fabric to outside of enclosing framework. Leave 2-inch bottom clearance between finish grade or surface and bottom selvage unless otherwise indicated. Pull fabric taut and tie to posts, rails, and tension wires. Anchor to framework so fabric remains under tension after pulling force is released.
J. Tension or Stretcher Bars: Thread through fabric and secure to end, corner, pull, and gate posts, with tension bands spaced not more than 15 inches o.c.
K. Tie Wires: Use wire of proper length to firmly secure fabric to line posts and rails. Attach wire at one end to chain-link fabric, wrap wire around post a minimum of 180 degrees, and attach other end to chain- link fabric according to ASTM F 626. Bend ends of wire to minimize hazard to individuals and clothing. 1. Maximum Spacing: Tie fabric to line posts at 12 inches o.c. and to braces at 24 inches o.c.
END OF SECTION 323113
CHAIN LINK FENCES AND GATES 323113 - 5 DOOR ELEVATIONS DOOR FRAME ELEVATIONS DOOR SCHEDULE DOOR FRAME DETAIL LEFT RIGHT 2" DOS 2" 2" SEE SCHED. 2" 2" DOS 2" DOOR NO. CONFIG WIDTH HEIGHT THICK TYPE MATL TYPE MATL HEAD JAMB JAMB SILL RATING COMMENTS 4" 2" 103 SINGLE 3' - 0" 6' - 8" 1 3/4" F HM EXIST HM EXIST EXIST EXIST - DOOR ONLY. USE EXISTING FRAME 104 SINGLE 3' - 0" 6' - 8" 1 3/4" F HM EXIST HM EXIST EXIST EXIST - DOOR ONLY. USE EXISTING FRAME 105 SINGLE 3' - 6" 6' - 8" 1 3/4" F WD 1 HM 1/A400 2/A400 2/A400 - CLOSER 108 SINGLE 3' - 0" 6' - 8" 1 3/4" F WD 1 HM 1/A400 2/A400 2/A400 - GL-2 109 SINGLE 3' - 0" 7' - 0" 1 3/4" N IHM 3 HM 4/A400 3/A400 3/A400 5/A400 Sapp Design Associates Architects, P.C. 110 SINGLE 3' - 0" 6' - 8" 1 3/4" F WD 1 HM 1/A400 2/A400 2/A400 - Missouri State Certificate of Authority #000607 SEE SCHED. SEE SEE SCHED. SEE SCHED. SEE 111 SINGLE 3' - 0" 6' - 8" 1 3/4" F WD 1 HM 1/A400 2/A400 2/A400 - 112 SINGLE 3' - 0" 6' - 8" 1 3/4" F WD 1 HM 1/A400 2/A400 2/A400 - FINISH FLOOR FINISH FLOOR 114 SINGLE 3' - 0" 6' - 8" 1 3/4" F WD 1 HM 1/A400 2/A400 2/A400 - ELEV VARIES - ELEV VARIES - 115 SINGLE 3' - 0" 6' - 8" 1 3/4" F WD 1 HM 1/A400 2/A400 2/A400 - CLOSER SEE PLANS SEE PLANS 1 2 3 116 SINGLE 3' - 0" 6' - 8" 1 3/4" F WD 1 HM 1/A400 2/A400 2/A400 - CLOSER F N L 117 SINGLE 3' - 0" 6' - 8" 1 3/4" F WD 1 HM 1/A400 2/A400 2/A400 - CLOSER HOLLOW METAL HOLLOW METAL HOLLOW METAL SC WOOD/ HOLLOW METAL/ HOLLOW METAL 118 SINGLE 3' - 0" 6' - 8" 1 3/4" F WD 3 PT EXIST EXIST EXIST - CLOSER HOLLOW METAL/ WOOD CASED OPENING FRP 118.1 SINGLE 3' - 0" 6' - 8" 1 3/4" F WD EXIST HM EXIST EXIST EXIST - *BID ALT 3 118.2 SINGLE 3' - 0" 6' - 8" 1 3/4" F WD EXIST HM EXIST EXIST EXIST - *BID ALT 3 119 SINGLE 3' - 0" 6' - 8" 1 3/4" F WD 3 PT EXIST EXIST EXIST - CLOSER 119.1 SINGLE 1' - 4" 6' - 8" 1 3/4" F WD EXIST PT EXIST EXIST EXIST - *BID ALT 3 120 SINGLE 3' - 0" 6' - 8" 1 3/4" F WD EXIST PT EXIST EXIST EXIST - *BID ALT 3 121 SINGLE 3' - 0" 6' - 8" 1 3/4" F WD EXIST PT EXIST EXIST EXIST - *BID ALT 3 WINDOW ELEVATIONS 122 SINGLE 3' - 0" 6' - 8" 1 3/4" F WD 3 PT EXIST EXIST EXIST - CLOSER SPECIAL NOTICES 122.1 SINGLE 1' - 4" 6' - 8" 1 3/4" F WD EXIST PT EXIST EXIST EXIST - *BID ALT 3 In the event the client consents to, allows, authorizes or approves of 123 SINGLE 3' - 0" 6' - 8" 1 3/4" F HM EXIST HM EXIST EXIST EXIST - DOOR ONLY. USE EXISTING FRAME changes to any plans, specifications or other construction documents, and these changes are not approved in writing by the 124 SINGLE 3' - 0" 6' - 8" 1 3/4" L HM EXIST HM EXIST EXIST EXIST - DOOR ONLY. USE EXISTING FRAME design professional, the client recognizes that such changes and the results thereof are not the responsibility of the design professional. 126 SINGLE 3' - 0" 6' - 8" 1 3/4" F HM 1 HM 1/A400 2/A400 2/A400 - Therefore, the client agrees to release the design professional from any liability arising from the construction, use or result of such 127 6' - 0" 6' - 8" 0" HM 2 HM 1/A400 2/A400 2/A400 - CASED OPENING changes. In addition, the client agrees to the fullest extent permitted 128 SINGLE 3' - 6" 6' - 8" 1 3/4" F HM 1 HM 1/A400 2/A400 2/A400 - CLOSER by law, to indemnify and hold the design professional harmless from any damage, liability or cost (including reasonable attorney's fees and 8' - 0" R.O. 129 SINGLE 3' - 6" 6' - 8" 1 3/4" F HM 1 HM 1/A400 2/A400 2/A400 - costs of defense) arising from such changes.
The personal seal of the registered Architect or Engineer shall be the 2" 3' - 9" 2" 3' - 9" 2" legal equivalent of his signature whenever & wherever used, and the
2" owner of the seal shall authenticate this sheet and the specification sections pertaining to this sheet. Responsibility shall be disclaimed for all other plans, specifications, estimates, reports or other documents or instruments relating to or intended to be used for any part or parts of the architectural project. VERIFY EXISTING GENERAL NOTES REQUIRED DOOR CLEARANCES DOOR AND FRAME FINISH LEGEND GLAZING SCHEDULE OPENING IN FIELD. 3' 4" -
3' - 8" R.O. 3' 8" - GL1 2" AL = ALUM DOOR OR FRAME ALL GLAZING FOR PULL SIDE GL-1 = 1" INSUL GLASS (TINTED) EXTERIOR FRAMES & FRP = FIBERGLASS REINFORCED POLYESTER GL-2 = 5/8" INSUL TEMP GLASS (TINTED) 3' 0" - DOORS SHALL BE 18" HM = HOLLOW METAL DOOR OR FRAME MAIN FLOOR INSULATED. IHM = INSUL HOLLOW MTL DOOR OR FRAME 2 0' - 0" MIN WD = SOLID CORE WOOD DOOR OR FRAME
F1 = PAINTED F2 = STAINED A PUSH SIDE F3 = PREFINISHED - CLEAN & PROTECT ALUM STOREFRONT 12" MIN RENOVATION -
INTERIOR
EXISTING CMU WALL 2245 E GALLOWAYE 2245 ST
5/8" GYP BD ON 1 1/2" 65804 MO SPRINGFIELD, FURRING. RIGID INSULATION BTWN STUDS GYP BD & MTL STUD WALL - STOREFRONT WINDOW W/ SEE PARTITION TYPES GYP. BD SILL SUBSILL, SEE ELEVATION CMU BOND BEAM, EXTEND MO OF SPRINGFIELD, CITY 8" BEYOND OPENING DOUBLE STUDS AT JAMB STOREFRONT WINDOW DRIP EDGE & PRIMARY DRIP EDGE SYSTEM W/ SUBSILL SEAL, TYP. HOL MTL FRAME W/ 3 JAMB ANCHORS PER SEALANT CONT BOTH SECONDARY SEAL AT JAMB; WIDTH AS REQ'D SIDES AND ALL AROUND SEALANT CONT BOTH BLOCKING, TYP. TO FIT AROUND WALL AS SIDES & ALL AROUND SPEC'D HOL MTL FRAME, 4" HEAD; EXISTING BRICK LEDGE SILL BLOCKING GROUT SOLID (PAINT)
5/8" GYP BD ON 1 1/2" FURRING WALL BEYOND, GYP. FINISH CHANNEL, TYP. AT EXT. WALL. EXISTING WALL RIGID INSUL. BTWN STUDS FRAME BEYOND TO REMAIN EXISTING WALL, GROUT DOOR AS SPEC'D; FILL SILL COURSE SEE DOOR SCHED 10 STATION FIRE DOOR AS SPEC'D - SEE DOOR SCHEDULE Architect of Record
WINDOW DETAIL - SILL WINDOW DETAIL - SILL @ OF M I S E SO T U @ EXISTING OPENING NEW OPENING DOOR HEAD (HM IN EXT. CMU) DOOR JAMB (HM IN MTL STUD/GYP) A R T I 9 8 7 6 S MICHAEL 1 1/2" = 1' -0" 1 1/2" = 1' -0" 1 1/2" = 1' -0" 1 1/2" = 1' -0" JAMES SAPP R
T E NUMBER C G A-5051 E I T S I T E H R E RC D A 2-5-2021 EXTERIOR INTERIOR Michael James Sapp, Architect MO A-5051
EXISTING DOOR AS SPEC'D - Revision No. Description Date EXTERIOR WALL SEE DOOR SCHEDULE 2 Addendum #2 2/5/21 DOOR FRAME BEYOND EXISTING WALL ALUM. THRESHOLD (SEE SPECS) SET IN BED OF BACKER ROD & DOOR SWEEP (SEE SPECS) SEALANT; COVER E.J. GYP BD & MTL STUD WALL; EXISTING WALL 1/4" MAX. SHIM SPACE SEAL EA. SIDE, TYP. SEE PARTITION TYPES TO REMAIN SEALANT CONT. BOTH ALUM STOREFRONT 4" CONCRETE SIDEWALK, EXISTING CONCRETE SIDES ALL AROUND FRAME; SEE STOREFRONT TIE IN AT EXST. SLAB. SLAB & FOUNDATIONS DRIP EDGE ELEVATION TYPES SLOPE AWAY FROM DOOR 6" DBL MTL STUD BOX HEADER HOL. MTL. FRAME W/ SEALANT CONT BOTH 3 JAMB ANCHORS PER SIDES & ALL AROUND JAMB (PAINT) HOL MTL FRAME, PAINTED; WIDTH AS REQ'D TO FIT 1/2" ONE -LEGGED METAL AROUND WALL AS SPEC'D GYP. BD HEADER RESILIENT CHANNEL CASEMENT RETURN W/ 5/8" GYP. BD FRAME BEYOND STOREFRONT 5/8" GYP. BD ON 1 1/2" WINDOW SYSTEM DOOR AS SPEC'D - SEE DOOR FURRING CHANNEL. RIGID ALIGN EXTERIOR FACE OF SCHEDULE Project No.Date Drawn GYP BD CASING ON INSULATION BTWN STUDS EXISTING WALL NEW DOOR FRAME CMU 1/2" FURRING 20 -0987 1/14/212/5/21 Author WINDOW DETAIL - HEAD Drawing No. 5 @ EXISTING OPENING 4 SF JAMB (AL SF IN CMU) 3 DOOR SILL DETAIL 2 DOOR JAMB (HM IN CMU W GYP FURRING) 1 DOOR HEAD DETAIL A400 1 1/2" = 1' -0" 1 1/2" = 1' -0" 1 1/2" = 1' -0" 1 1/2" = 1' -0" 1 1/2" = 1' -0" DOOR SCHEDULE, ELEVATIONS, & DETAILS © Copyright 2021 - Sapp Design Associates, Architects, P.C. 1201 S Campbell Ave Springfield, Missouri 65807 417.631.4895
Addendum #2 To: Bryan Stockton From: Tanner Dowling Date: 2.1.2021 Project Title: Springfield Firestation #10
Attachments: Specification Sections – 220500, 230500, 260500 and 280500 Drawings – None this addendum
This narrative is a written description of revisions and clarifications to the contract documents. Information in this narrative shall be included in contract documents even if not reflected in a revised plan sheet. Contractor shall incorporate all work described below into project scope.
MECHANICAL ELECTRICAL AND PLUMBING SPECIFICATIONS:
1. Section 220500 – Common Work Results for Plumbing i. Revise section 1.4, Allowable Manufacturers. 2. Section 230500 – Common Work Results for HVAC i. Revise section 1.3, Allowable Manufacturers. 3. Section 260500 – Common Work Results for Electrical i. Revise section 1.3, Allowable Manufacturers. 4. Section 280500 – Common Work Results for Electronic Safety and Security i. Revise section 1.4, Allowable Manufacturers.
MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS:
1. None this Addendum
END OF ADDENDUM
FS10 1
FIRE STATION 10 - RENOVATION CITY OF SPRINGFIELD SPRINGFIELD, MISSOURI
220500 – COMMON WORK RESULTS FOR PLUMBING
PART 1 – GENERAL REQUIREMENTS AND EXECUTION REQUIREMENTS 1.1 CODE SECTIONS & INDUSTRY STANDARDS A. 2018 International Mechanical Code B. 2018 International Building Code C. 2018 International Plumbing Code D. 2017 National Electric Code E. ADA – American Disabilities Act F. ANSI – American National Standards Institute G. ASHRAE – American Society of Heating Refrigerating and Air Conditioning Engineers H. ASTM – American Society of Testing Materials I. NFPA – National Fire Protection Association J. NEMA – National Electrical Manufactures Association K. OSHA – Occupational Safety and Health Act L. UL – Underwriter’s Laboratories M. All codes listed on architectural Code Reference Sheet or project cover sheet. 1.2 GENERAL A. Provide all work in accordance with applicable codes, rules, ordinances, and regulations of local, State, and Federal Governments and other Authorities Having Jurisdiction (AHJ). B. This Division requires the furnishing and installing of complete functioning systems, and each element thereof, as specified or indicated on the drawings and specifications or reasonably inferred; including every article, device or accessory (whether or not specifically called for by item) reasonably necessary to facilitate each system functioning as indicated by the design and the equipment specified. Elements of the work include materials, supervision, supplies, equipment, transportation, and utilities. C. The drawings have been prepared diagrammatically intended to convey the scope of work, indicating the intended general arrangement of the equipment, fixtures, piping, etc. without showing all the exact details as to elevations, offsets, control lines, and other installation requirements. The contractor shall use the drawings as a guide when laying out the work and shall verify that materials and equipment will fit into the designated spaces, and which, when installed per manufacturers requirements, will ensure a complete, coordinated, satisfactory and properly operating system. Plans shall not be scaled D. Contractor shall coordinate with all other trades to ensure that all required project components are included in project bid. E. If in any case the plans or specifications conflict with either manufacturer’s requirements or minimum code requirements the information on plans and specifications shall be superseded by manufacturers and code requirements. F. If in any case the plans or specifications conflict with themselves, the most stringent of the conflicting information shall be the basis for bid. Contractor shall seek clarification of all conflicts prior to bid. G. All change order requests shall be accompanied with itemized tabular breakdown of all materials and labor associated with installation of all associated materials for review of the design team. Lump sum pricing will not be accepted. H. Contractor shall refer to each drawing and specification section in construction document set. No bids shall be submitted without review of all construction documents.
COMMON WORK RESULTS FOR PLUMBING 220500 - 1 FIRE STATION 10 - RENOVATION CITY OF SPRINGFIELD SPRINGFIELD, MISSOURI I. Contractor shall provide heat trace cable for all piping installed in areas subject to freezing temperatures. J. All water lines serving flush valves shall be equipped with hammer arrestors. A single hammer arrestor shall be allowed to be installed on piping main serving a group of flush valves. K. All pipe sizes indicated in this specification are nominal pipe sizes (NPS). 1.3 LOCAL CONDITIONS A. Visit site and determine existing local conditions affecting work in contract. B. Failure to determine site conditions or nature of existing or new construction will not be considered a basis for granting additional compensation. 1.4 ALLOWABLE MANUFACTURERS
A. Any deviations from manufacturers listed in the specifications or on the construction drawings shall be submitted to owner prior to bid for approval. 1.5 SUBMITTAL REQUIREMENTS A. Submittals for products in division 22 shall include the following items. 1. Product data showing type, model and construction characteristics of product. 2. Layout drawings for any systems requiring interconnection of various system components. 3. All other documentation required to show compliance with the specifications. B. Contractor shall allow a minimum of ten working days for design team of review of submittals. 1.6 WARRANTY REQUIREMENTS A. Unless noted elsewhere in the specifications, all work shall be warrantied for a period of not less than one year from the date of substantial completion. The contractor shall provide work at no additional cost to correct any deficiencies in their work that were identified to have been present during the warrantied period. B. The following additional items shall be guaranteed: 1. Piping shall be free from obstructions, holes or breaks of any nature. 2. Insulation shall be effective. 3. Proper circulation of fluid in each piping system. C. The above guarantees shall include both labor and material; and repairs or replacements shall be made without additional cost to the Owner. D. Any remedial work as a result of the above-mentioned items shall be performed promptly, upon written notice from the Architect or Owner. 1.7 DEMOLITION A. Where demolition work is required contractor shall disconnect, demolish and remove plumbing systems, equipment and components indicated to be removed. B. All patching of piping and other fixtures shall be performed with materials matching existing conditions and reinsulated to maintain performance of previous conditions. C. All equipment to be removed and reinstalled shall be disconnected, with services capped, cleaned and stored for reconnection. D. Owner shall have first right of refusal for all materials being removed. E. If pipe, insulation, or equipment to remain is damaged or unserviceable, remove damaged or unserviceable portions and replace with new products of equal capacity and quality.
COMMON WORK RESULTS FOR PLUMBING 220500 - 2 FIRE STATION 10 - RENOVATION CITY OF SPRINGFIELD SPRINGFIELD, MISSOURI F. Where demolition process has caused damage to equipment, fixtures, piping and other devised deemed to remain these items shall be repaired at plumbing contractor’s expense to the approval of the Architect. 1.8 INSTALLATION A. All equipment in division 22 shall be installed according to manufacturer’s requirements and minimum code requirements. If an any case the plans or specifications are in conflict with either manufacturer’s requirements or minimum code requirements the information on plans and specifications shall be superseded by manufacturers and code requirements. B. Apply firestopping to penetrations of fire rated floor and wall assemblies for electrical installations to restore original fire resistance rating of assembly. C. No combustible materials shall be allowed in return air plenum regardless of indication on plans. D. If mounting heights or other location criteria are not indicated, arrange and install components and equipment to provide maximum possible headroom consistent with these requirements. E. Install all equipment to facilitate service, maintenance and repair or replacement of components of both plumbing equipment and other nearby installations. Connect in such a way as to facilitate future disconnecting with minimum interference with other items in the vicinity. PART 2 – PRODUCTS 2.1 DIELECTRIC FITTINGS A. Combination fitting of copper alloy and ferrous materials with threaded, solder-joint, plain, or weld-neck end connections that match piping system materials. B. Dielectric Unions: Factory-fabricated, union assembly, for 250 psig minimum working pressure at 180 deg F. C. Dielectric Flanges: Factory-fabricated, companion-flange assembly, for minimum working pressure as required to suit system pressures. D. Dielectric Couplings: Galvanized-steel coupling with inert and noncorrosive, thermoplastic lining; threaded ends; and 300 psig minimum working pressure at 225 deg F. E. Dielectric Nipples: Electroplated steel nipple with inert and noncorrosive, thermoplastic lining; plain, threaded, or grooved ends; and 300 psig minimum working pressure at 225 deg F. 2.2 SLEEVES A. Sleeves shall be constructed from the following materials at contractor’s option. 1. Galvanized steel round tubing, closed with welded longitudinal joint. 2. Schedule 40 Steel Pipe. 3. DUCTED RETURN ONLY – Schedule 40 PVC pipe. 2.3 ESCUTCHEONS A. Manufactured wall and ceiling escutcheons and floor plates, with an ID to closely fit around pipe, tube, and insulation of insulated piping and an OD that completely covers opening. B. Options: 1. One-Piece, deep-drawn, box-shaped brass with polished chrome-plated finish. 2. One-Piece, Cast-Brass with set screw with polished chrome plated finish. 3. Split-Casting, Cast-Brass with concealed hinge and set screw and polished chrome plated finish. 2.4 GROUT A. ASTM C 1107, grade B, nonshrink and nonmetallic, dry hydraulic-cement grout
COMMON WORK RESULTS FOR PLUMBING 220500 - 3 FIRE STATION 10 - RENOVATION CITY OF SPRINGFIELD SPRINGFIELD, MISSOURI B. Characteristics: Post-hardening, volume-adjusting, nonstaining, noncorrosive, nongaseous, and recommended for interior and exterior applications. C. Design Mix: 5000 psi, 28-day compressive strength. D. Packaging: Premixed and factory packaged.
COMMON WORK RESULTS FOR PLUMBING 220500 - 4 FIRE STATION 10 - RENOVATION CITY OF SPRINGFIELD SPRINGFIELD, MISSOURI
230500 – COMMON WORK RESULTS FOR HVAC
PART 1 – GENERAL REQUIREMENTS AND EXECUTION REQUIREMENTS 1.1 CODE SECTIONS A. 2018 International Mechanical Code B. 2018 International Building Code C. 2018 International Plumbing Code D. ADA – American Disabilities Act E. ANSI – American National Standards Institute F. ASHRAE – American Society of Heating Refrigerating and Air Conditioning Engineers G. ASTM – American Society of Testing Materials H. NFPA – National Fire Protection Association I. NEMA – National Electrical Manufactures Association J. OSHA – Occupational Safety and Health Act K. UL – Underwriter’s Laboratories L. SMACNA – Sheet Metal Air Conditioning National Association M. All codes listed on architectural Code Reference Sheet or project cover sheet. 1.2 GENERAL A. Provide all work in accordance with applicable codes, rules, ordinances, and regulations of local, State, and Federal Governments and other Authorities Having Jurisdiction (AHJ). B. This Division requires the furnishing and installing of complete functioning systems, and each element thereof, as specified or indicated on the drawings and specifications or reasonably inferred; including every article, device or accessory (whether or not specifically called for by item) reasonably necessary to facilitate each system functioning as indicated by the design and the equipment specified. Elements of the work include materials, supervision, supplies, equipment, transportation, and utilities. C. The drawings have been prepared diagrammatically intended to convey the scope of work, indicating the intended general arrangement of the equipment, fixtures, piping, etc. without showing all the exact details as to elevations, offsets, control lines, and other installation requirements. The contractor shall use the drawings as a guide when laying out the work and shall verify that materials and equipment will fit into the designated spaces, and which, when installed per manufacturers requirements, will ensure a complete, coordinated, satisfactory and properly operating system. Plans shall not be scaled D. Contractor shall coordinate with all other trades to ensure that all required project components are included in project bid. E. If in any case the plans or specifications conflict with either manufacturer’s requirements or minimum code requirements the information on plans and specifications shall be superseded by manufacturers and code requirements. F. If in any case the plans or specifications conflict with themselves, the most stringent of the conflicting information shall be the basis for bid. Contractor shall seek clarification of all conflicts prior to bid. G. All change order requests shall be accompanied with itemized tabular breakdown of all materials and labor associated with installation of all associated materials for review of the design team. Lump sum pricing will not be accepted. H. Contractor shall refer to each drawing and specification section in construction document set. No bids shall be submitted without review of all construction documents.
COMMON WORK RESULTS FOR HVAC 230500 - 1 FIRE STATION 10 - RENOVATION CITY OF SPRINGFIELD SPRINGFIELD, MISSOURI I. Contractor shall provide heat trace cable for all condensate drains located in attics, through exterior walls or any other areas subject to freezing temperatures. J. Contractor shall provide heat trace cable for all piping installed in areas subject to freezing temperatures. K. All pipe sizes indicated in this specification are nominal pipe sizes (NPS).
1.3 ALLOWABLE MANUFACTURERS
A. Any deviations from manufacturers listed in the specifications or on the construction drawings shall be submitted to owner prior to bid for approval. 1.4 SUBMITTAL REQUIREMENTS A. Submittals for products in division 23 shall include the following items. 1. Product data showing type, model and construction characteristics of product 2. Layout drawings for any systems requiring interconnection of various system components 3. All other documentation required to show compliance with the specifications. B. Contractor shall allow a minimum of ten working days for design team of review of submittals. 1.5 WARRANTY REQUIREMENTS A. Unless noted elsewhere in the specifications, all work shall be warrantied for a period of not less than one year from the date of substantial completion. The contractor shall provide work at no additional cost to correct any deficiencies in their work that were identified to have been present during the warrantied period. 1.6 DEMOLITION A. Where demolition work is required contractor shall disconnect, demolish and remove HVAC systems, equipment and components indicated to be removed. B. All patching of ductwork and piping shall be performed with materials matching existing conditions and reinsulated to maintain performance of previous conditions. C. All equipment to be removed and reinstalled shall be disconnected, with services capped, cleaned and stored for reconnection. D. Owner shall have first right of refusal for all materials being removed. E. If pipe, insulation, or equipment to remain is damaged or unserviceable, remove damaged or unserviceable portions and replace with new products of equal capacity and quality. 1.7 INSTALLATION A. All equipment in division 23 shall be installed according to manufacturer’s requirements and minimum code requirements. If an any case the plans or specifications are in conflict with either manufacturer’s requirements or minimum code requirements the information on plans and specifications shall be superseded by manufacturers and code requirements. B. Apply firestopping to penetrations of fire rated floor and wall assemblies for electrical installations to restore original fire resistance rating of assembly. C. No combustible materials shall be allowed in return air plenum regardless of indication on plans. D. If mounting heights or other location criteria are not indicated, arrange and install components and equipment to provide maximum possible headroom consistent with these requirements. Contractor shall coordinate scope of work with fire sprinkler system installation where applicable to ensure no sprinkler piping is installed in a fashion that will limit installation height of ductwork. E. Install all equipment to facilitate service, maintenance and repair or replacement of components of both mechanical equipment and other nearby installations. Connect in such a way as to facilitate future disconnecting with minimum interference with other items in the vicinity.
COMMON WORK RESULTS FOR HVAC 230500 - 2 FIRE STATION 10 - RENOVATION CITY OF SPRINGFIELD SPRINGFIELD, MISSOURI 1.8 EXECUTION REQUIREMENTS A. No combustible materials shall be allowed in return air plenum regardless of indication on plans. PART 2 – PRODUCTS 2.1 HOUSEKEEPING PADS A. All equipment shall be installed on concrete housekeeping pads. Pad shall extend beyond equipment perimeter 4” and shall elevate equipment off of finish floor 4”. B. Contractor shall have option to provide prefabricated housekeeping pad or pour pad in place. 2.2 SLEEVES A. Sleeves shall be constructed from the following materials at contractor’s option. 1. Galvanized steel round tubing, closed with welded longitudinal joint. 2. Schedule 40 Steel Pipe. 3. DUCTED RETURN ONLY – Schedule 40 PVC pipe. 2.3 DIELECTRIC FITTINGS A. Combination fitting of copper alloy and ferrous materials with threaded, solder-joint, plain, or weld-neck end connections that match piping system materials. B. Dielectric Unions: Factory-fabricated, union assembly, for 250 psig minimum working pressure at 180 deg F. C. Dielectric Flanges: Factory-fabricated, companion-flange assembly, for minimum working pressure as required to suit system pressures. D. Dielectric Couplings: Galvanized-steel coupling with inert and noncorrosive, thermoplastic lining; threaded ends; and 300 psig minimum working pressure at 225 deg F. E. Dielectric Nipples: Electroplated steel nipple with inert and noncorrosive, thermoplastic lining; plain, threaded, or grooved ends; and 300 psig minimum working pressure at 225 deg F. 2.4 GROUT A. ASTM C 1107, grade B, nonshrink and nonmetallic, dry hydraulic-cement grout B. Characteristics: Post-hardening, volume-adjusting, nonstaining, noncorrosive, nongaseous, and recommended for interior and exterior applications. C. Design Mix: 5000 psi, 28-day compressive strength. D. Packaging: Premixed and factory packaged.
COMMON WORK RESULTS FOR HVAC 230500 - 3 FIRE STATION 10 - RENOVATION CITY OF SPRINGFIELD SPRINGFIELD, MISSOURI
260500 – COMMON WORK RESULTS FOR ELECTRICAL
PART 1 – GENERAL REQUIREMENTS AND EXECUTION REQUIREMENTS 1.1 CODE SECTIONS A. 2017 National Electrical Code, NFPA 70 B. 2018 International Building Code C. 2018 International Plumbing Code D. ADA – American Disabilities Act E. ANSI – American National Standards Institute F. ASTM – American Society of Testing Materials G. NFPA – National Fire Protection Association H. NEMA – National Electrical Manufactures Association I. OSHA – Occupational Safety and Health Act J. UL – Underwriter’s Laboratories K. All codes listed on architectural Code Reference Sheet or project cover sheet. 1.2 GENERAL A. Provide all work in accordance with applicable codes, rules, ordinances, and regulations of local, State, and Federal Governments and other Authorities Having Jurisdiction (AHJ). B. This Division requires the furnishing and installing of complete functioning systems, and each element thereof, as specified or indicated on the drawings and specifications or reasonably inferred; including every article, device or accessory (whether or not specifically called for by item) reasonably necessary to facilitate each system functioning as indicated by the design and the equipment specified. Elements of the work include materials, supervision, supplies, equipment, transportation, and utilities. C. The drawings have been prepared diagrammatically intended to convey the scope of work, indicating the intended general arrangement of the equipment, fixtures, piping, etc. without showing all the exact details as to elevations, offsets, control lines, and other installation requirements. The contractor shall use the drawings as a guide when laying out the work and shall verify that materials and equipment will fit into the designated spaces, and which, when installed per manufacturers requirements, will ensure a complete, coordinated, satisfactory and properly operating system. Plans shall not be scaled D. Contractor shall coordinate with all other trades to ensure that all required project components are included in project bid. E. If in any case the plans or specifications conflict with either manufacturer’s requirements or minimum code requirements the information on plans and specifications shall be superseded by manufacturers and code requirements. F. If in any case the plans or specifications conflict with themselves, the most stringent of the conflicting information shall be the basis for bid. Contractor shall seek clarification of all conflicts prior to bid. G. All change order requests shall be accompanied with itemized tabular breakdown of all materials and labor associated with installation of all associated materials for review of the design team. Lump sum pricing will not be accepted. H. Contractor shall refer to each drawing and specification section in construction document set. No bids shall be submitted without review of all construction documents.
COMMON WORK RESULTS FOR ELECTRICAL 260500 - 1 FIRE STATION 10 - RENOVATION CITY OF SPRINGFIELD SPRINGFIELD, MISSOURI 1.3 ALLOWABLE MANUFACTURERS
A. Any deviations from manufacturers listed in the specifications or on the construction drawings shall be submitted to owner prior to bid for approval. 1.4 SUBMITTAL REQUIREMENTS A. Submittals for products in division 26 shall include the following items. 1. Product data showing type, model and construction characteristics of product 2. Layout drawings for any systems requiring interconnection of various system components 3. All other documentation required to show compliance with the specifications. B. Contractor shall allow a minimum of ten working days for design team of review of submittals. 1.5 WARRANTY REQUIREMENTS A. Unless noted elsewhere in the specifications, all work shall be warrantied for a period of not less than one year from the date of substantial completion. The contractor shall provide work at no additional cost to correct any deficiencies in their work that were identified to have been present during the warrantied period. 1.6 DEMOLITION A. All equipment to be removed and reinstalled shall be disconnected, with services capped, cleaned and stored for reconnection. B. Information on drawings represents information from old drawings and limited site inspection. Contractor shall field verify existing conditions prior to submitting bid. No extras shall be paid due to unanticipated conditions. C. Contractor shall be responsible for all coring, patching and repair of all wall and floor systems as required due to new construction. Maintain all fire ratings of existing building elements. D. For all existing fixtures, receptacles, wiring, equipment, etc. shown to be removed, the owner shall have the first right of refusal. E. Contractor shall be responsible for removal of all electrical devices and wiring in all demolished walls, whether specifically indicated or not. F. Where demolished devices are part of a circuit that is thru-wired, or has additional devices on the circuit that are to remain unchanged, the contractor is responsible for maintaining the integrity of the existing circuit. Any additional conduit, conductors, boxes, etc. needed to modify the existing circuit to maintain the integrity are the responsibility of the electrical contractor and shall be included in bid. G. When a fixture, device or pieces of equipment is noted for removal along with associated wiring or associated wiring and conduit, contractor shall remove wiring and conduit back to nearest junction box so that no conduit or wiring is exposed in occupied area. Wiring shall be disconnected upstream of removed fixture, device or piece of equipment so that wiring termination cannot be accidentally energized. 1.7 INSTALLATION A. All raceways and wiring shall be installed so that they are concealed from view unless otherwise noted. Exposed conduit shall be allowed at structural level in areas in which there is no ceiling installed. All conduit shall be routed perpendicular or parallel to building lines and structure. B. No combustible materials shall be allowed in return air plenum regardless of indication on plans. C. Installation shall comply with NECA 1 D. Measure mounting heights indicated on plans to bottom of unit for suspended items and to center of unit for wall mounted items. E. If mounting heights or other location criteria are not indicated, arrange and install components and equipment to provide maximum possible headroom consistent with these requirements.
COMMON WORK RESULTS FOR ELECTRICAL 260500 - 2 FIRE STATION 10 - RENOVATION CITY OF SPRINGFIELD SPRINGFIELD, MISSOURI F. Install all equipment to facilitate service, maintenance and repair or replacement of components of both electrical equipment and other nearby installations. Connect in such a way as to facilitate future disconnecting with minimum interference with other items in the vicinity. G. Apply firestopping to penetrations of fire rated floor and wall assemblies for electrical installations to restore original fire resistance rating of assembly. H. Contractor shall relocate all circuit breakers to balance electrical load between each panel phase. PART 2 – PRODUCTS 2.1 HOUSEKEEPING PADS A. All equipment shall be installed on concrete housekeeping pads. Pad shall extend beyond equipment perimeter 4” and shall elevate equipment off of finish floor 4”. B. Contractor shall have option to provide prefabricated housekeeping pad or pour pad in place. 2.2 SLEEVES A. Sleeves shall be constructed from the following materials at contractor’s option. 1. Galvanized steel round tubing, closed with welded longitudinal joint. 2. Schedule 40 Steel Pipe. 3. DUCTED RETURN ONLY – Schedule 40 PVC pipe.
COMMON WORK RESULTS FOR ELECTRICAL 260500 - 3 FIRE STATION 10 - RENOVATION CITY OF SPRINGFIELD SPRINGFIELD, MISSOURI
280500 – COMMON WORK RESULTS FOR ELECTRONIC SAFETY AND SECURITY
PART 1 – GENERAL REQUIREMENTS AND EXECUTION REQUIREMENTS 1.1 CODE SECTIONS A. 2017 National Electrical Code, NFPA 70 B. 2018 International Building Code C. 2018 International Plumbing Code D. ADA – American Disabilities Act E. ANSI – American National Standards Institute F. ASTM – American Society of Testing Materials G. NFPA – National Fire Protection Association H. NEMA – National Electrical Manufactures Association I. OSHA – Occupational Safety and Health Act J. UL – Underwriter’s Laboratories K. All codes listed on architectural Code Reference Sheet or project cover sheet. 1.2 GENERAL A. Provide all work in accordance with applicable codes, rules, ordinances, and regulations of local, State, and Federal Governments and other Authorities Having Jurisdiction (AHJ). B. This Division requires the furnishing and installing of complete functioning systems, and each element thereof, as specified or indicated on the drawings and specifications or reasonably inferred; including every article, device or accessory (whether or not specifically called for by item) reasonably necessary to facilitate each system functioning as indicated by the design and the equipment specified. Elements of the work include materials, supervision, supplies, equipment, transportation, and utilities. C. The drawings have been prepared diagrammatically intended to convey the scope of work, indicating the intended general arrangement of the equipment, fixtures, piping, etc. without showing all the exact details as to elevations, offsets, control lines, and other installation requirements. The contractor shall use the drawings as a guide when laying out the work and shall verify that materials and equipment will fit into the designated spaces, and which, when installed per manufacturers requirements, will ensure a complete, coordinated, satisfactory and properly operating system. Plans shall not be scaled D. Contractor shall coordinate with all other trades to ensure that all required project components are included in project bid. E. If in any case the plans or specifications conflict with either manufacturer’s requirements or minimum code requirements the information on plans and specifications shall be superseded by manufacturers and code requirements. F. If in any case the plans or specifications conflict with themselves, the most stringent of the conflicting information shall be the basis for bid. Contractor shall seek clarification of all conflicts prior to bid. G. All change order requests shall be accompanied with itemized tabular breakdown of all materials and labor associated with installation of all associated materials for review of the design team. Lump sum pricing will not be accepted. H. Contractor shall refer to each drawing and specification section in construction document set. No bids shall be submitted without review of all construction documents.
COMMON WORK RESULTS FOR ELECTRONIC SAFETY AND 280500 - 1 SECURITY FIRE STATION 10 - RENOVATION CITY OF SPRINGFIELD SPRINGFIELD, MISSOURI 1.3 ALLOWABLE MANUFACTURERS
A. Any deviations from manufacturers listed in the specifications or on the construction drawings shall be submitted to owner prior to bid for approval. 1.4 SUBMITTAL REQUIREMENTS A. Submittals for products in division 26 shall include the following items. 1. Product data showing type, model and construction characteristics of product 2. Layout drawings for any systems requiring interconnection of various system components 3. All other documentation required to show compliance with the specifications. B. Contractor shall allow a minimum of ten working days for design team of review of submittals. 1.5 WARRANTY REQUIREMENTS A. Unless noted elsewhere in the specifications, all work shall be warrantied for a period of not less than one year from the date of substantial completion. The contractor shall provide work at no additional cost to correct any deficiencies in their work that were identified to have been present during the warrantied period. 1.6 DEMOLITION A. Where demolition work is required contractor shall disconnect, demolish and remove wiring, systems, equipment and components indicated to be removed. B. All equipment to be removed and reinstalled shall be disconnected, with services capped, cleaned and stored for reconnection. C. Owner shall have first right of refusal for all materials being removed. D. If equipment, wiring or systems to remain are damaged or unserviceable, remove damaged or unserviceable portions and replace with new products of equal capacity and quality. 1.7 INSTALLATION A. All equipment in division 28 shall be installed according to manufacturer’s requirements and minimum code requirements. If an any case the plans or specifications are in conflict with either manufacturer’s requirements or minimum code requirements the information on plans and specifications shall be superseded by manufacturers and code requirements. B. No combustible materials shall be allowed in return air plenum regardless of indication on plans. C. Installation shall comply with NECA 1 D. Measure mounting heights indicated on plans to bottom of unit for suspended items and to center of unit for wall mounted items. E. If mounting heights or other location criteria are not indicated, arrange and install components and equipment to provide maximum possible headroom consistent with these requirements. F. Install all equipment to facilitate service, maintenance and repair or replacement of components of both electrical equipment and other nearby installations. Connect in such a way as to facilitate future disconnecting with minimum interference with other items in the vicinity. G. Apply firestopping to penetrations of fire rated floor and wall assemblies for electrical installations to restore original fire resistance rating of assembly. PART 2 – PRODUCTS 2.1 HOUSEKEEPING PADS A. All equipment shall be installed on concrete housekeeping pads. Pad shall extend beyond equipment perimeter 4” and shall elevate equipment off of finish floor 4”.
COMMON WORK RESULTS FOR ELECTRONIC SAFETY AND 280500 - 2 SECURITY FIRE STATION 10 - RENOVATION CITY OF SPRINGFIELD SPRINGFIELD, MISSOURI B. Contractor shall have option to provide prefabricated housekeeping pad or pour pad in place. 2.2 SLEEVES A. Sleeves shall be constructed from the following materials at contractor’s option. 1. Galvanized steel round tubing, closed with welded longitudinal joint. 2. Schedule 40 Steel Pipe. 3. DUCTED RETURN ONLY – Schedule 40 PVC pipe.
COMMON WORK RESULTS FOR ELECTRONIC SAFETY AND 280500 - 3 SECURITY
PRE-BID CONFERENCE AGENDA
February 3, 2021 at 9:00am
IFB 073-2021: FIRE STATION #10 RENOVATION (F0SR)
1. Introduction and Opening Remarks – Margaret Juarez, Buyer
2. Bid Document Review – Margaret Juarez, Buyer
3. Project Overview and City of Springfield Specifications – Kim Diehls, Public Works
4. Specifications and Drawings – Sapp Design Architects
5. Question/Answer Session
6. Final Reminders – Margaret Juarez, Buyer
7. Meeting Adjourned
PRE-BID CONFERENCE ATTENDEES
February 3, 2021 at 9:00am
IFB 073-2021: FIRE STATION #10 RENOVATION (F0SR)
1. Margaret Juarez – COS Buyer 2. Chris Holland – COS Public Works 3. Kim Diehls – COS Public Works 4. Jennifer Swan – COS Public Works 5. Kristine Duncan – COS IS Dept. 6. Bryan Stockton - SAPP 7. Justin Block – Bales Construction 8. Jeremiah Klemish – MSI Constructors 9. Amber Tanner – MSI Constructors 10. Stephanie Snow – MSI Constructors 11. Scott Lea – Branco 12. Craig Ericson – Morelock Builders 13. Ashleigh Vineyard – Wright Construction Services 14. Chuck Wentzel, Steve Saathoff – AKSA Power Generation USA 15. Gene Douglas - John Oke-Thomas 16. Mike Reynolds – Reynolds Construction & Commercial Roofing 17. Larry Archer and Garrett Freeman – Spaces General Contracting 18. Alan Tillekeratne – Queen City Roofing 19. Eric Friga – Friga Construction 20. Tanner Dowling – Interpres Building Solutions 21. Michael Nesbitt – Nesbitt Construction, Inc. 22. Chrissy Groeteke – DeWitt & Associates 23. JB Shoemate – Bales Construction 24. Clinton Puckett – Johnson Controls Fire Protection – Fire Sprinklers 25. Jason Carson – Carson-Mitchell 26. Jamie Watts – Equip Tech Midwest 27. Eric Hambey – Hambey Construction
IFB 073-2021 ADDENDUM 2 ATTACHMENT 2
MOISTURE SCAN REPORT PROJECT INFORMATION: Inspector: Jason Pollard Date: 10/08/2020 Project Name: Springfield Fire Station 10 Project Location: 2245 E. Galloway Street Springfield, MO 65804 Weather Conditions: Sunny, 81 High-56 Low ROOF SYSTEM INFORMATION: Description: 4 Ply Built Up Roof-Asphalt Attachment
GENERAL NOTES and RECOMMENDATIONS: On October 8, 2020, Rooflink performed a moisture scan on the Springfield Fire Station 10 building with Kim Diehls of the City of Springfield. A few areas appeared via infrared to have moisture in the roof assembly. In each case, Rooflink cored those areas to determine if the underlying roof area was wet or dry. In the areas where moisture was not present, the cause of the false reading could possibly due to excess asphalt or coating in that area holding heat for a longer than usual period. One area on the south side of the stair tower on the lower roof did in fact have moisture present. That area will need to be removed and replaced with like materials before proceeding with the new roof assembly. Rooflink recommends removing the wet area, all asphalt flashings, sheet metal flashings, and any unused equipment from the roof areas. All blisters in the existing roof assembly need to be cut and left in place. A new ½” dens deck prime cover board shall be mechanically fastened per manufactures recommendations determinant of required uplift. A new SBS 2-ply modified roofing system shall be installed using cold adhesive complying with the manufactures installation instructions. New 2-ply SBS modified wall and curb flashings shall be installed using cold adhesive and all flashing laps 3 coursed with mastic and glass mesh. Please note that all wall flashings shall go over the top of the outside parapet walls and fastened on the outside before sheet metal installation. If the modified roofing products are determined to be too thick for that transition, 60 mil EPDM can be used over the top of the wall in place of the SBS product. New sheet metal coping, counter flashing, drip edge, gutters, etc. shall be installed per the owners’ color selections. The new roofing assembly shall qualify for a 20 year NDL manufacturers warranty.
913-274-8484 * [email protected] 15954 S. MUR-LEN RD. OLATHE, KS 66062
Building View
Lower Roof Overview
Upper Roof Overview
Upper Roof Overview, No Moisture Present
Upper Roof Overview-No Moisture Present
Upper Roof by Stair Tower-Possible Moisture Detected
Core Sample Taken From Upper Roof Area-No Moisture Found
Area Repaired After Core Sample
Lower Roof Area Overview-Heat Signatures Emanating From Pipes, Wood Blocking, & Other Areas Holding Heat. No Moisture Detected In The Field Of The Roof.
Infrared Showing Signs Of Moisture On South Side Of Lower Roof Stair Tower Wall
Moisture Found On South Side Of Lower Roof Stair Tower Wall.
Area Where Moisture Was Found Was Repaired And Marked
Area on East Side Of Lower Roof Stair Tower Showing Signs Of Possible Moisture
No Moisture Detected On East Side Of Lower Roof Stair Tower
Core Sample From East Side Of Lower Stair Tower Roof Repaired
ADDENDUM 2 ATTACHMENT 3 CONSTRUCTION IFB #073-2021
6.0 SUBSTITUTION REQUEST FORM Specification Section: ______Paragraph: ______Specified Item: ______Proposed Substitute: ______Attach complete description, designation, and model number along with catalog information, warranty information, SpecData sheet, laboratory tests and certifications, and any other technical information that might be required to determine the equivalency of the submitted product. FAILURE TO SUBMIT ALL PERTINENT INFORMATION MAY RESULT IN REJECTION OF THE SUBSTITUTION AFTER INSTALLATION. Answer the following questions: 1. Will substitution affect any dimensions? ______
2. Will substitution affect mechanical, electrical, etc.? ______
3. Will it affect any other trades? ______
4. Explain thoroughly all differences between the proposed substitution and the specified item: ______
5. If necessary, will the undersigned pay the City for Architectural/Engineering costs required to revise the documents as a result of the substitution? ______
6. Manufacturer’s warranties of the specified item and the proposed substitution are: [___] SAME [___]DIFFERENT (explain)______
Submitted by: ______Firm: ______
Address: ______
Signature: ______Date: ______Telephone: ______
REVIEW COMMENTS BY CITY OF SPRINGFIELD [__] Accepted
[__] Accepted as noted (See attached comments)
[__] Not Acceptable
[__] Received
By: ______
DATE: ______2/9/2021 REMARKS: ______Page 26 of 62 Revised: BC: 8/21/2020 Approved by Legal:
FEATURES SPECIFICATIONS
High Solids (4-5 mils DFT/coat) Sealer 30 shall be a two-component, ASTM Excellent Color Stability Type V, aliphatic polyurethane coating applied Good Stain Resistance over repaired and primed concrete as VOC Compliant manufactured by Dudick, Inc. Material can be applied by brush, roller or spray in accordance RECOMMENDED APPLICATIONS with the manufacturer’s recommended practices.
Clean Rooms Tarmacs Sealer 30 offers the outstanding color stability Warehouse Maintenance and resistance to UV degradation known industry Floors wide to be inherent of aliphatic urethane Airplane Hangars chemistry. Toughness, impact resistance, and stain resistance are inherent qualities of Sealer CHEMICAL RESISTANCE 30. Available in gloss and satin, clear or pigmented. Water Oils Solvents Gasoline ESTIMATING QUANTITIES AND Sodium Hydroxide - 50% Jet Fuel ORDER BILL OF MATERIAL Dilute Organic/Inorganic Acids APPROXIMATE SQUARE FEET PER COLORS: Standard Color Chart available GALLON upon request. Available in pigmented gloss or CONCRETE satin and in clear gloss, satin and flat. PRIMER 67LV 150-200 ft.² Sealer 30 PHYSICAL PROPERTIES Coverage Rate (WFT) 250-300ft.²@ 6 mils WFT Solids by Volume 78% Drying Time, 6 mils WFT 6 hours Actual Coverage Dry 250-300ft.²@ 4-5 mils Pencil Hardness 2H DFT Abrasion, ASTM D-4060, 25 mg S-10 Solvent 500 ft.² CS-17 Wheel Impact **Quantities shown are for estimating purposes - Direct >160 inch lbs. only. Actual field usage may vary. - Indirect >160 inch lbs. Gloss 60° 85-90 VOC <5 grams/liter 1
APPLICATION INSTRUCTION Sealer 30 Satin and Matte finish retain their gloss SURFACE PREPARATION properties when stored for three months or longer. After three months gloss levels of Concrete: Concrete must be prepared unmixed stored materials begin to increase in mechanically to remove surface laitance. Oils, gloss. grease or other contaminant must be removed prior to surface preparation. Concrete must be application of Sealer 30 in direct sunlight may free of curing compounds and form release lead to blistering, pinholes, or wrinkling due to agents. Surface texture should be similar to 80- outgassing of air in the concrete and high 100 grit sandpaper or the visual standard, CSP-1 substrate temperatures. Double priming, shading from the International Concrete Repair Institute. or evening application may be required. Consult The prepared surface should have a nominal a Dudick representative. tensile strength of 200 psi per ASTM D-4541. PRIMER 67LV MIX RATIO (BY VOLUME) All concrete substrates must be checked for moisture prior to product application using the Primer 67LV Component A 73 fl. oz. Plastic Sheet Test, ASTM D-4263. Primer 67LV Component B 55 fl. oz.
Additional surface preparation will be required if PRIMER 67LV POT LIFE a 80-100-grit texture is not achieved and the surface laitance not completely removed after the TEMPERATURE POT LIFE first mechanical preparation procedure. 50ºF > 90 min. 75ºF 60-70 min. Mechanical preparation removes laitance, 90ºF 30-40 min. exposing honeycombs or voids beneath the surface that must be filled with Scratch Coat SEALER 30 MIX RATIO (BY VOLUME) 300. (Refer to separate product bulletin) Component A Pre-measured unit Component B Pre-measured unit APPLICATION SPECIFICATIONS DO NOT BREAK DOWN UNITS
Substrate temperature for concrete must be SEALER 30 POT LIFE between 50ºF and 110ºF. TEMPERATURE POT LIFE Relative humidity must not exceed 90%. 50ºF 90 min. 75ºF 60 min. Substrate temperature must be 5ºF above the 90ºF 45 min. Dew Point. 2
PRIMING SPRAY APPLICATION
PRIMER 67LV Consult Dudick representative for recommendation for spray application. Concrete: Concrete must always be primed to aid in the “wetting out” required for good CLEANING bonding. Mix Component A and B for 2-3 minutes and apply with a brush, roller or spray. Use S-10 Cleaning Solvent to clean tools and Do not allow the primer to puddle. Primer 67LV equipment. should be tack free before Sealer is applied.
Important - With all epoxies after priming and SHIPPING before each additional coat, examine the surface for amine blush (oily film). If present, remove by Refer to Material Safety Data Sheets. washing with warm water and detergent. STORAGE SEALER 30 Warning: All Dudick products classified by Mix Sealer 30 Component A separately for DOT with either white, yellow or red labels, must approximately 1 minute before adding not be mixed or stored together as an explosive Component B. Add the correct amount of reaction may occur. Component B to Component A and mix thoroughly for 2-3 minutes to achieve a uniform All products should be stored in a cool, dry area color and consistency. Apply at a rate of 250-300 away from open flames, sparks and other sq. ft./gal. Sealer 30 cures tack free in 4-5 hours. hazards. Primer 67LV and Sealer 30 gloss in It will accept foot traffic in 12 hours, light wheel storage are stable for six months when properly traffic in 24 hours and forklift traffic and stored at 50°F-75°F. Sealer 30 Satin or Matte chemical exposure in 48 hours. Allow a retain their gloss properties for three months. minimum of 12 hours before applying additional coats. The maximum re-coat time is 72 hours. Excessive heat may cause premature gelling, reduce working time and shelf life. In order to prevent curing problems, thorough and uniform air movement and/or ventilation Note: Sealer 30 Component B contains aliphatic must be maintained until the system has fully isocyanates that will react with moisture. cured. Refer to cure time listed in product data Partially used containers should be blanketed sheet. with nitrogen and tightly sealed if prolonged storage is anticipated. 3
can be removed with S-l0 Cleaning Solvent, SAFETY MEK or lacquer thinner.
M.S.D.S: Material Safety Data Sheets must • Keep open flames and sparks away from the always be read before using products. Sealer area where materials are being mixed and 30 is intended for application by experienced, applied. professional personnel. Dudick, Inc. can supply supervision to help determine that the surface has • If a rash occurs, remove the individual from been properly prepared, the ingredients correctly the work area and seek a physician’s care for mixed, and the materials properly and safely dermatitis. applied. • In case of eye contact, flush with water for at If Sealer 30 is to be applied by your own least 15 minutes and consult a physician. personnel or by a third-party contractor, please be sure that they are aware of the following safety • If swallowed, do not induce vomiting; call a precautions: physician immediately. NOTE: Dudick, Inc. (“Dudick”) warrants all • Exposure to resins and hardeners through goods of its manufacture to be as represented in direct skin contact and/or inhalation may its catalogs and that the manufacture of its cause severe dermatitis reactions in some products by its employees or sub-contractors people. Cleanliness of the skin and clothing is shall be performed in a workmanlike manner. critical and must be of paramount concern. Dudick’s sole obligation under this warranty shall be to replace any material which its • Fumes are flammable and heavier than air. examination shall disclose to be defective. Proper ventilation should be maintained to Dudick makes no warranty concerning the minimize breathing of concentrated fumes. suitability of its product for application to any surface, it being understood that the goods have • Suitable respirators should be used during been selected and the application ordered by the application. Purchaser. DUDICK, INC. MAKES NO WARRANTY, EXPRESS OR IMPLIED, THAT • Safety glasses, gloves, and suitable protective THE GOODS SHALL BE MERCHANTABLE clothing must be worn at all times during OR THAT THE GOODS ARE FIT FOR ANY application. PARTICULAR PURPOSE. THE WARRANTY OF REPAIR OR REPLACEMENT SET FORTH • If contact with hardeners occurs, remove any HEREIN IS EXCLUSIVE AND IN LIEU OF clothing involved and flush the skin with ALL OTHER WARRANTIES ARISING BY flowing water. Discard the clothing. Do not LAW OR OTHERWISE; AND DUDICK INC. attempt to wash and reuse it. Sealer 30 liquid SHALL NOT BE LIABLE FOR INCIDENTAL 4
OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LOST PROFITS, DOWN TIME, DAMAGES TO PROPERTY OF THE PURCHASER OR OTHER PERSONS, OR DAMAGES FOR WHICH THE PURCHASER MAY BE LIABLE TO OTHER PERSONS, WHETHER OR NOT OCCASIONED BY DUDICK’S NEGLIGENCE. This warranty shall not be extended, altered or varied except by written instrument signed by Dudick and Purchaser.
01/11/21
5 1818 Miller Parkway Streetsboro, Ohio 44241 800-322-1970
The attached sheets summarize the chemical resistance of our Sealer 30.
The chemical resistance descriptions for each system should be evaluated as follows:
IM Immediate clean-up recommended. 1 Clean up within 1 hour recommended 4 Clean up within 4 hours recommended. 12 Clean up within 12 hours recommended. NR Not Recommended NI No Information Available.
1818 Miller Parkway Streetsboro, Ohio 44241 800-322-1970
SEALER 30 CHEMICAL RESISTANCE
1. Acetaldehyde NR 39. Barium Sulfide NI 77. Chlorosulfonic Acid NR 2. Acetic Acid (0-10%) 4 40. Benzaldehyde NR 78. Chlorotulene NR 3. Acetic Acid (10-50%) NR 41. Benzene NI 79. Chromic Acid (10%) NR 4. Acetic Acid (50-100%) NR 42. Benzene Sulfonic Acid NR 80. Chromic Acid (40%) NR 5. Acetic Anhydride NR 43. Benzene Sulfonic Chloride NR 81. Chromic Chloride NI 6. Acetone 4 44. Benzoic Acid 12 82. Citric Acid NI 7. Acetyl Chloride NR 45. Benzoyl Chloride NR 83. Copper Plating (Cyanide) NI 8. Acrylic Acid NR 46. Black Liquor NI 84. Copper Plating (Acid) NI 9. Acrylonitrile NR 47. Bleach (5.5%) 12 85. Copper Salts NI 10. Adipic Acid 12 48. Boric Acid 12 86. Corn Oil NI 11. Alcohol (Ethyl) 12 49. Bromine Wet Gas NR 87. Corn Starch NI 12. Alcohol (Methyl) 12 50. Bromine Water (5%) NR 88. Corn Sugar NI 13. Allyl Chloride NR 51. Butadiene NR 89. Cottonseed Oil NI 14. Alum 12 52. Butanol 12 90. Cresol NR 15. Aluminum Bromide 12 53. Butyl Acetate NR 91. Cresylic Acid NR 16. Aluminum Chloride 12 54. Butyl Carbitol 12 92. Crude Oil 12 17. Aluminum Fluoride 12 55. Butyl Cellosolve 12 93. Detergent Sulfonated 12 18. Aluminum Hydroxide 20% 12 56. Butyric Acid NR 94. Dextrose 12 19. Aluminum Sulfate 12 57. Cadmium Plating (Cyanide) NI 95. Dibutyl Phthalate NI 20. Ammonia (Dry) 4 58. Calcium Bisulfite NI 96. Dichloro Acetic Acid (20%) NR 21. Ammonium Chloride 4 59. Calcium Carbonate (Soda Ash) 12 97. Diesel Fuel NI 22. Ammonium Fluoride 12 60. Calcium Chloride 12 98. Diethylamine (100%) NR 23. Ammonium Hydroxide 20% 12 61. Calcium Hydroxide 25% 12 99. Dimethyl Formamide NR 24. Ammonium Nitrate 12 62. Calcium Hypochlorite (5%) 12 100. Ester Fatty Acids NI 25. Ammonium Persulfate 12 63. Calcium Nitrate 12 101. Ethyl Acetate 4 26. Ammonium Sulfate 12 64. Caprylic Acid NR 102. Ethyl Alcohol 12 27. Ammonium Sulfide NI 65. Carbon Disulfide NR 103. Ethylamine NR 28. Ammonium Sulfite NI 66. Carbon Tetrachloride NR 104. Ethylchloroformate NR 29. Amyl Acetate NR 67. Castor Oil 12 105. Ethyl Ether NR 30. Amyl Alcohol 12 68. Chloroacetic Acid NR 106. Ethylene Dichloride NR 31. Aniline NR 69. Chloral NR 107. Ethylene Glycol 12 32. Aniline Hydrochloride NR 70. Chlorine Dioxide NR 108. Ethylene Oxide NR 33. Antimony Chloride 12 71. Chlorine Gas (Dry) NR 109. Ethyl Sulfate NI 34. Aqua Regia NR 72. Chlorine Gas (Wet) NR 110. Ferric Chloride 4 35. Arsenic Acid NI 73. Chlorine Water (Saturated) NR 111. Ferric Sulfate NI 36. Barium Acetate NR 74. Chlorobenzene NR 112. Ferrous Chloride NI 37. Barium Chloride NI 75. Chloroform NR 113. Ferrous Sulfate NI 38. Barium Hydroxide 25% 12 76. Chlorophenol NR 114. Fluoboric Acid 12 1818 Miller Parkway Streetsboro, Ohio 44241 800-322-1970
SEALER 30 CHEMICAL RESISTANCE – CONTINUED
115. Fluorine Gas NR 153. Isopropyl Amine NR 191. Octanoic Acid NI 116. Fluosilicic Acid 12 154. Isopropyl Ether NR 192. Oils (Animal) 12 117. Formaldehyde IM 155. Jet Fuel NI 193. Oils (Mineral) 12 118. Formic Acid (10%) NR 156. Kaolin NI 194. Oils (Vegetable) 12 119. Fuel Oil 1&2 12 157. Kerosene IM 195. Oleic Acid (10%) NR 120. Furfural NR 158. Lasso Herbicide (10%) NI 196. Oxalic Acid (10%) NI 121. Furfuryl Alcohol NR 159. Lactic Acid (1-20%) 12 197. Ozone NR 122. Gasoline 12 160. Lactic Acid (20%-Conc.) 12 198. Palmitic Acid NI 123. Glucose NI 161. Lauric Acid NI 199. Pentachloroethane NR 124. Gluconic Acid (50%) NI 162. Lead Acetate NR 200. Perchloric Acid NR 125. Glycol NI 163. Linseed Oil 4 201. Perchloroethylene NR 126. Glycolic Acid NI 164. Magnesium Sulfate NI 202. Phenol (5%) 4 127. Gold Plating (Cyanide) NI 165. Maleic Acid NR 203. Phenol (35%) NR 128. Grape Juice NI 166. Manganese Salts 12 204. Phosphoric Acid (10%) 12 129. Green Liquor NI 167. Mercury Salts NI 205. Phosphorous Oxychloride NI 130. Heptane NI 168. Methyl Alcohol 12 206. Phosphorous Trichloride NI 131. Heptanoic Acid NR 169. Methyl Acetate NR 207. Phthalic Acid NI 132. Hexane NI 170. Methylene Chloride NR 208. Potassium Dichromate 12 133. Hydrazine (35%) NR 171. Methyl Chloride NR 209. Potassium Bromate 12 134. Hydraulic Fluid 12 172. Methyl Ethyl Ketone IM 210. Potassium Bromide 12 135. Hydriodic Acid (20%) NI 173. Methyl Isobutyl Ketone NR 211. Potassium Carbonate 4 136. Hydrobromic Acid (20%) NR 174. Milk Products 12 212. Potassium Chlorate NI 137. Hydrocarbons (Aliphatic) NI 175. Mineral Oil 4 213. Potassium Chloride 12 138. Hydrocarbons (Aromatic) NI 176. Molasses 12 214. Potassium Cyanide 12 139. Hydrochloric Acid (1-5%) 12 177. Naphthalene NR 215. Potassium Hydroxide (20%) 4 140. Hydrochloric Acid (25-37%) IM 178. Naphtha NI 216. Potassium Hydroxide (Conc.) IM 141. Hydrofluoric Acid (1-10%) NI 179. Naphthenic Acid NI 217. Potassium Nitrate 12 142. Hydrofluoric Acid (10-53%) NI 180. Nickel Chloride 12 218. Potassium Permanganate 12 143. Hydrofluosilicic Acid NI 181. Nickel Plating (Bright) NR 219. Potassium Peroxide NR 144. Hydrogen Bromide NR 182. Nickel Salts 12 220. Potassium Persulfate 12 145. Hydrogen Peroxide 4 183. Nitric Acid (5%) 4 221. Potassium Sulfate 12 146. Hydrogen Sulfide 12 184. Nitric Acid (10%) 4 222. Pulpstock Chlorinated NR 147. Hypochlorous Acid NR 185. Nitric Acid (20%) 4 223. Propionic Acid NI 148. Iodine 4 186. Nitric Acid (40%) 1 224. Propylene Glycol NI 149. Insecticides NI 187. Nitric Acid (60%) 1 225. Pyridine NR 150. Isophorone NI 188. Nitric Acid (Conc.) NR 226. Salicylic Acid NI 151. Isopropyl Acetate NR 189. Nitrobenzene NR 227. Seawater NI 152. Isopropyl Alcohol 12 190. Nitrous Acid NR 228. Salicylic Acid NI
1818 Miller Parkway Streetsboro, Ohio 44241 800-322-1970
SEALER 30 CHEMICAL RESISTANCE – CONTINUED
229. Silver Nitrate NI 266. Sulfurous Acid NR 230. Sodium Acetate NR 267. Tall Oil NR 231. Sodium Bicarbonate 4 268. Tannic Acid NI 232. Sodium Bisulfate NI 269. Tartaric Acid NI 233. Sodium Bisulfite NI 270. Tetrachloroethane NR 234. Sodium Bromate 12 271. Thionylchloride NR 235. Sodium Carbonate 4 272. Titanium Tetrachloride NR 236. Sodium Chlorate NI 273. Toluene NR 237. Sodium Chloride 4 274. Toluene Sulfonic Acid NI 238. Sodium Chlorite (50%) 12 275. Trichloroacetic Acid (20%) NR 239. Sodium Chromate 12 276. Trichloroethylene NR 240. Sodium Cyanide 12 277. Trisodium Phosphate NI 241. Sodium Dichromate 12 278. Turpentine NR 242. Sodium Fluoride NI 279. Tween Surfactants NI 243. Sodium Hydroxide (10%) 12 280. Urea Solutions 4 244. Sodium Hydroxide (50%) 12 281. Vinegar 12 245. Sodium Hypochlorite (3%) 4 282. Water distilled, demineralized 12 246. Sodium Hypochlorite (17%) 1 283. White Liquor (Paper) NI 247. Sodium Peroxide NR 284. Xylene (Xylol) 4 248. Sodium Phosphate NI 285. Zinc Salt 12 249. Sodium Sulfate NI 286. Zinc Plating (Acid Sulfate) IM 250. Sodium Sulfide NI 251. Sodium Sulfite NI 252. Sodium Tartrate 12 253. Sodium Thiosulfate (Hypo) NI 254. Soybean Oil NI 255. Stearic Acid NI 256. Succinic Acid NI 257. Sugar NI 258. Sulfite Liquor (Paper) NI 259. Sulfur Dioxide IM 260. Sulfur Trioxide NI 261. Sulfuric Acid (0-10%) 12 262. Sulfuric Acid (20-50%) IM 263. Sulfuric Acid (50-70%) NR 264. Sulfuric Acid (70-80%) NR 265. Sulfuric Acid (80-98%) NR
CHEMICAL RESISTANCE CHART
STERI-FLAKE GP
RATING CODE E – Excellent G – Good NR – Not Recommended OS – Suitable for use where “occasional spillages” occur, when followed by immediate water flushing
ACIDS
RATING RATING Acetic - 5% E Maleic – 60% G Acetic – 20% G Monochloroacetic – 5% OS Acetic – Glacial NR Monochloroacetic – 10 % NR Benzoic – Sat. 3% E Nitric – 10% E Boric – Sat. 30% E Nitric – 20% G Butyric – 10% OS Nitric – 30% NR Chromic - 10% E Nitric – over 40% NR Chromic – 20% G Oleic E Citric – 50% E Oxalic – Sat E Cresylic NR Pelargonic NR Diglycolic G Perchloric – 35% NR Fatty G Phosphoric – up to 50% G Formic – up to 10% OS Phosphoric – 70% NR Formic – over 10% NR Phosphoric – Conc. 85% NR Fluoboric E Picric – Sat E Heptanoic G Phthalic G Hydrochloric – 15% E Succinic – Sat G Hydrochloric – 37% G Sulfuric – 20% E Hydroflouric – 10% G Sulfuric – 50% G Hydroflouric – 15% OS Sulfuric – 70% NR Hypochlorus – 5% NR Sulfuric – 98% NR Lactic – up to 20% E Tannic – Sat E Lactic – over 25% G Tartartic – Sat E Maleic – 35% E
CHEMICAL RESISTANCE CHART
STERI-FLAKE GP
ALKALIES AND SALTS
RATING RATING Aluminum Chloride – 50% E Sodium Benzoate E Ammonium Chloride – 50% E Sodium Carbonate (Soda Ash) – Sat E Ammonium Hydroxide – up to 20% E Sodium Bicarbonate – Sat E Ammonium Hydroxide – 40% E Sodium Bisulfate – Sat E Ammonium Nitrate – Sat E Sodium Bisulfite - Sat. E Ammonium Persulfate E Sodium Chloride (Salt) E Ammonium Sulfate – Sat. E Sodium Glutamate E Calcium Chloride – 50% E Sodium Hydroxide – up to 50% E Calcium Hydroxide – Sat. E Sodium Hypochlorite – up to 10% G Calcium Hypochlorite – up to 15% E Sodium Propionate G Copper Fluoroborate E Sodium Sulfate – Sat. E Ferric Chloride E Sodium Sulfide – Sat. E Ferrous Sulfate E Trisodium Phosphate – Sat. E Potassium Hydroxide – up to 40% E Zinc Nitrate E
CHEMICAL RESISTANCE CHART
STERI-FLAKE GP
SOLVENTS AND OTHER CHEMICALS
RATING RATING Acetone NR Kerosene G Acrylonitrile NR Lanoline E Aniline NR Lard E Alcohol (Methyl) G Linseed Oil E Alcohol (Ethyl, Propyl, Isopropyl, Butyl)G Mayonnaise E Amyl Acetate E Methyl Ethyl Ketone OS Beer E Methyl Isobutyl Ketone OS Benzene E Methyl Salicylate – 50% in Toluene G Butyl Acetate G Methylene Chloride NR Butyl Lactate G Milk E Bromine NR Mineral Spirits E Carbon Disulfide NR Muriatic Acid (See Hydrochloric Acid) Carbon Tetrachloride OS Naphtha G Chlorobenzene E Naphthalene G Corn Oil E Oils – Cutting E Cyclohexane G Oils – Mineral E Cyclohexanol G Oils – Vegetable E Cyclohexanone G Peanut Butter E Chloroform NR Perchloroethylene OS Diacetone Alcohol NR Phenol – 5% NR Diethyl Phthalate E Pyridine NR Dimethyl Phthalate G Skydrol E Ethyl Acetate OS Sucrose – Sat. (Sugar) E Ethylene Glycol E Toluene E Ether NR Triacetin G Ethylene Dichloride NR Trichloroethane G Formaldehyde G Trichloroethylene G Gasoline E Triethanolamine G Glycerine E Triethylene Glycol E CHEMICAL RESISTANCE CHART
STERI-FLAKE GP
Glyoxal G Urea G Hydrogen Peroxide – 10% E Vinegar (Household) E JP5 Jet Fuel E Water E Juices – Fruit E Wine E Juices – Vegetable E Xylene G
CONSTRUCTION IFB #073-2021 6.0 SUBSTITUTION REQUEST FORM Specification Section: ______22 Paragraph: ______223400 Specified Item: ______Fuel Fired Domestic Water Heaters; Bradford White LG2PDV50H603N Proposed Substitute: ______Lochinvar PRN050 65ESST w/ extended commercial warranty (direct cross) Attach complete description, designation, and model number along with catalog information, warranty information, SpecData sheet, laboratory tests and certifications, and any other technical information that might be required to determine the equivalency of the submitted product. FAILURE TO SUBMIT ALL PERTINENT INFORMATION MAY RESULT IN REJECTION OF THE SUBSTITUTION AFTER INSTALLATION. Answer the following questions: 1. Will substitution affect any dimensions? ______yes, minor
2. Will substitution affect mechanical, electrical, etc.? ______no ______
3. Will it affect any other trades? ______no ______
4. Explain thoroughly all differences between the proposed substitution and the specified item: ______"A" 1.5" taller. "C" 1" taller. "D" .5" taller. "E" 3" taller. "G" 2" less deep. ______+2 Nominal gallons. +2 DOE rated gallons. +2,000 Btu input. UEF=.73 (+.05). 92% efficient ______(+2%). 68 GPH @ 100F rise (+10 GPH). ______
5. If necessary, will the undersigned pay the City for Architectural/Engineering costs required to revise the documents as a result of the substitution? ______yes
6. Manufacturer’s warranties of the specified item and the proposed substitution are: [___]X SAME [___]DIFFERENT (explain)______
Submitted by: ______Firm:Travis Moats ______McCoy Sales Co.
Address: ______3130 Brinkerhoff Rd Kansas City, KS 66115
Signature: ______Date: ______2/3/21 Telephone: ______913-912-2316
REVIEW COMMENTS BY CITY OF SPRINGFIELD [__] Accepted
[__] Accepted as noted (See attached comments)
[__] Not Acceptable
[__] Received
By: ______
DATE: ______2/9/2021
REMARKS: ______Page 26 of 62 Revised: BC:______8/21/2020 ______Approved by Legal:
______
______Power Direct Vent Residential Gas Power Direct Vent Models Water Heaters
Lochinvar’s Power Direct Vent residential gas models are available in 40, 50 and 75 gallon capacities, feature a power direct vent system for sidewall or rooftop termination and are qualified for ENERGY STAR.
Standard Features • ENERGY STAR® - The Power Direct Vent water heaters except PRN075 70ESST meet the ENERGY STAR requirement and are eligible for most utility rebate programs. • Code Compliance – Complies with the Federal Energy Conservation Standards effective April 16, 2015, in accordance with the Energy Policy and Conservation Act, (EPCA), as amended. • Power Direct Vent System – This 2-pipe closed combustion system utilizes a vent to exhaust the byproducts of combustion and a separate air intake to provide fresh combustion air. Vents through a sidewall or through the roof using 2”, 3” or 4” PVC, CPVC or Polypropylene vent material. The design is Flammable Vapor Ignition Resistant. • Electronic Gas Control – The gas valve features electronic ignition, control logic for precise temperature control and an LED status indicator for simplified service diagnostics. • Glass-Lined Steel Tank – The durable glass lining is fused to the steel tank at 1600°F to assure lasting protection against rust and corrosion while providing clear, clean hot water. 300 PSI test pressure; 150 PSI working pressure. • Non-CFC Foam Insulation – A uniform coverage of thick closed-cell foam insulation minimizes standby heat loss, maximizes heat retention and delivers a high Energy Factor. • Tank Saver Anode – A large diameter, high capacity anode inhibits corrosion of the tank interior for long, trouble-free service. • Heat Trap – Heat traps are built into the inlet and outlet connections to eliminate heat migration and heat loss in the water piping. • Sight Glass – A built-in sight glass provides an unobstructed view of the burner and pilot flame. • Temperature & Pressure Relief Valve – Factory installed for optimum safety. • Brass Drain Valve – An enhanced ball valve design for effective drainage and positive shut-off. • 6 Year Limited Tank & Parts Warranty* – See warranty sheet for details. • 10 Year Extended Warranty – Available for residential applications only. * 1-year limited tank & parts warranty when installed in a commercial application.
All models meet or exceed Federal and ASHRAE Energy Efficiency Standards
G
Dimensions and Specifications
G B A
C D
E F
Nominal Rated Model Gal. Storage Btu/Hr 1st Hr. GPH @ Gas Vent Air Water Ship. Number Cap. Cap. Input UEF Rating 90°F Rise A B C D E F G Conn. Size Intake Conn. Wt. PRN040 40ESB 40 38 40,000 0.68 74 45 58-1-4" 22" 49-3/4" 42-1/2" 13-1/4" 15-1/4" 30" 1/2" 2", 3" OR 4" 2", 3" OR 4" 3/4" 174 A PRN050 45ES 50 48 45,000 0.72 81 50 67-1/2" 22" 58-3/4" 51-3/4" 13-1/4" 15-1/4" 30" 1/2" 2", 3" OR 4" 2", 3" OR 4" 3/4" 192 PRN050 65ESST 50 48 62,000* C 0.73 118 73 69" 22" 60-1/4" 52-3/4" 13-1/4" 15-1/4" 30" 1/2" 3" OR 4" 3" OR 4" 3/4" 200 PRN075 75ESST 75 72 72,000 D 0.68 129 82 70-3/4" 26" 61-1/2" 53" 13-1/4" 15-1/4" 34" 1/2" 3" OR 4" 3" OR 4" 3/4" 277
Notes: Add "ST" to models PRN04040ES & PRN05045ES for optional side tappings. Replace "N" with "L" for LP gas models. * PRN075 70ESST is not Energy Star qualified. ** Propane model rated for 58,000 Btu/hr Certified for Potable Water and Space Heating Applications E F This water heater is suitable for water heating and space heating. Toxic chemicals, such as those used for boiler water
treatment shall NEVER be introduced into this system. This water heater may NEVER be connected to any existing heating system or components previously used with non-potable water heating appliances.
FOR EASE IN ORDERING Vent Kits Part Number BY MODEL NUMBER 2" Concentric Vent Kit 100112869 P R N 050 65 ES ST
POWER RESIDENTIALNAT. GAS GALLON BTU/HR INPUT ENERGY STARSIDE TAPPINGS 3" Concentric Vent Kit 100111100 DIRECT VENT CAPACITY
2" Vent Kit * 100153232 High Ambient Air Kit ** 100191116
This heater is a 62,000 Btu/hr * Vent Kit includes: Coupling, Termination elbows and Sound Suppressor ** High Ambient Air Kit must be installed with CPVC Power Direct Vent natural gas water heater with a 50 gallon storage capacity and side tappings.
Lochinvar, LLC 300 Maddox Simpson Parkway Lebanon, Tennessee 37090 P: 615.889.8900 / F: 615.547.1000 Lochinvar.com
RPD-09 (Replaces RPD-08 11/14) (Website Update 6/20) PDP-5M-5/15–Printed in U.S.A. RESIDENTIAL GAS LIMITED WARRANTY
THIS WARRANTY IS APPLICABLE TO THE ORIGINAL • in its original installation location; OWNER ONLY in accordance with the warranty terms and • in the United States, its territories or possessions, and conditions specified below. Canada; The warrantor will furnish the ORIGINAL OWNER, 1) a re- • sized in accordance with proper sizing techniques for resi- placement water heater of equivalent size and current model dential water heaters; if the glass-lined tank in this water heater leaks and, 2) a • bearing a rating plate which has not been altered, defaced replacement part for any component part which fails. Sacrifi- or removed except as required by the warrantor; cial anode rods are consumable maintenance parts and are • used in an open system or in a closed system with a prop- excluded from warranty coverage. erly sized and installed thermal expansion tank; THE WATER HEATER REPLACEMENT MODEL OR PART • operated with properly installed drip leg in the gas supply WILL BE WARRANTED FOR ONLY THE UNEXPIRED POR- line; TION OF THE ORIGINAL WARRANTY. The warranty period • fi red with the fuel for which it was factory built; will be determined by the original date of purchase of the water • fi red at the factory rated input; heater, or in the absence of a Bill of Sale verifying said date, • operated with the inner and outer combustion chamber from the date of manufacture indicated on rating plate affixed doors in place and all factory seals to combustion chamber to this water heater. This warranty is not transferable and ap- intact. plies to models listed below: • installed with no attempted, nor actual modifi cation or alter- MODEL PREFIX TANK PARTS ation of the water heater’s design in any way, including but not limited to, the attachment of non-company approved ap- GBN, GBL, GSN, GSL, GTN, pliances or equipment, including any additional aftermarket GTL, LSN, LSL, LTN, LTL, PRN, 6-Year 6-Year equipment introduced into the sealed system. PRL, PVN, PVL, UPN, USN, Any accident to the water heater or any part thereof (including UTN freezing, fire, floods, or lightning), any misuse, abuse or alter- MFN, MGN 6-Year 2-Year ation of it, any operation of it in a modified form, any operation of the water heater on desalinated (deionized) water, or any XTN, XTL 10-Year 6-Year damage caused by attempts to repair tank leaks or parts, will void this warranty. This warranty does not cover water heat- When the water heater has been used for other than single ers replaced for cosmetic reasons or for reasons of noise, family residential application; taste, odor, discolored and/or rusty water. This warranty does 1. The tank warranty shall be reduced to 1 year for 6 year not apply to water heaters used to heat pools, whirlpools or models and to 3 years for 10 year models. hot tubs or used for space heating where its sizing does not 2. The parts warranty shall be reduced to 1 year for all models. conform with specifications of the heating component manu- facturer. CONDITIONS AND EXCEPTIONS This warranty gives you specific legal rights, and you may This warranty shall apply only when the water heater is in- have other rights which vary under the laws of each state. If stalled and operated in accordance with 1) all local fire codes any provision of this warranty is prohibited or invalid under and plumbing codes, ordinances and regulations, 2) the print- applicable state law, that provision shall be ineffective to the ed instructions provided with it, 3) good industry practices, extent of the prohibition or invalidity without invalidating the and 4) proper safety practices such as but not limited to a remainder of the affected provision or the other provisions of properly sized drain pan if installed in an area where leakage this warranty. from the tank or its connections would result in damage to the area adjacent to the heater. In addition, a new temperature SERVICE AND LABOR RESPONSIBILITY and pressure relief valve, certified by the Canadian Gas As- UNDER THIS LIMITED WARRANTY, THE WARRANTOR sociation must have been properly installed and piped to the WILL PROVIDE ONLY A REPLACEMENT WATER HEATER nearest drain. OR PART THEREOF. THE OWNER IS RESPONSIBLE FOR This warranty shall apply only when the heater is: ALL OTHER COSTS. Such costs may include but are not limited to: • owned by the original purchaser; • installed for indoor operation only; a. Labor charges for service, removal, or reinstallation of the • used at temperatures not exceeding the maximum calibrat- water heater or part thereof. ed setting of its thermostat; b. Shipping and delivery charges for forwarding the new wa- • used at water pressure not exceeding the working pressure ter heater or replacement part from the nearest distributor shown on the heater; and returning the claimed defective heater or part to such • fi lled with potable water, free to circulate at all times and with distributor. the tank free of damaging water sediment or scale deposits; c. All cost necessary or incidental for handling and admin- • used in a non-corrosive and non-contaminated atmosphere; istrative charges, and for any materials and/or permits • used with factory approved anode(s) installed; required for installation of the replacement heater or part.
February 2015 1 100263133 LIMITATION ON IMPLIED WARRANTIES DISCLAIMERS Implied warranties, including any warranty of merchantability NO EXPRESSED WARRANTY HAS BEEN OR WILL BE imposed on the sale of this heater under state law are limited MADE ON BEHALF OF THE WARRANTOR WITH RESPECT to one year duration for the heater or any of its parts. Some TO THE MERCHANTABILITY OF THE HEATER OR THE states do not allow limitations on how long an implied warranty INSTALLATION, OPERATION, REPAIR OR REPLACEMENT lasts, so the above limitations may not apply to you. OF THE HEATER OR PARTS. THE WARRANTOR SHALL NOT BE RESPONSIBLE FOR WATER DAMAGE, LOSS OF USE OF THE UNIT, INCONVENIENCE, LOSS OR DAMAGE CLAIM PROCEDURE TO PERSONAL PROPERTY, OR OTHER CONSEQUEN- Any claim under this warranty should be initiated with the deal- TIAL DAMAGE. THE WARRANTOR SHALL NOT BE LIABLE er who sold the heater, or with any other dealer handling the BY VIRTUE OF THIS WARRANTY OR OTHERWISE FOR warrantor’s products. If this is not practical, the owner should DAMAGE TO ANY PERSONS OR PROPERTY, WHETHER contact: Lochinvar LLC, 300 Maddox Simpson Pkwy Lebanon, DIRECT OR INDIRECT, AND WHETHER ARISING IN CON- TN, 37090. Phone: 1-615-889-8900 or visit our website: www. TRACT OR IN TORT. lochinvar.com. Should governmental regulations or industry standards pro- Replacement Parts may be ordered through authorized ser- hibit the Manufacturer from furnishing a comparable model vicers or distributors. Contact Lochinvar LLC, 300 Maddox replacement under this warranty, the Owner will be furnished Simpson Pkwy, Lebanon, TN 37090. Phone: 1-615-889-8900 with the closest comparable water heater meeting the then or visit our website: www.lochinvar.com. current governmental regulations and industry standards. A supplementary fee may be assessed to cover the additional The warrantor will only honor replacement with identical or cost associated with the changes made to meet applicable similar water heater or parts thereof which are manufactured regulations and standards. or distributed by the warrantor. Dealer replacements are made subject to in-warranty valida- tion by warrantor. IMPORTANT INFORMATION PROOF-OF-PURCHASE AND PROOF-OF-INSTALLATION DATE ARE REQUIRED TO SUPPORT WARRANTY CLAIM Model Number FROM ORIGINAL OWNER. Serial Number
Date of Installation
www.lochinvar.com
100263133 2 February 2015 2/10/2021 EverGuard® TPO 60 mil Membrane Data Sheet
Updated: 9/15 EverGuard® TPO 60 mil Membrane
Applicable Standards UL Listed, FM Approved, Miami-Dade County Approved, Florida Building Code Approved, CRRC Listed, Title 24 Compliant*, ENERGY STAR® Qualified**, ASTM D6878.
EverGuard® Physical Properties ASTM Test Method ASTM D6878 Minimum Typical Test Data 1. Certain data is provided in MD (machine direction) x CMD (cross machine direction) format. 2. Data is based upon typical product performance, and is subject to normal manufacturing tolerance and variance. Nominal Thickness ASTM D751 0.039" (min.) (0.99 mm) 0.060" (1.52 mm) Breaking Strength ASTM D751 Grab Method 220 lbf/in. (38.5 kn/m) 305 lbf x 290 lbf (454 x 432 kg/m) Factory Seam Strength ASTM D751 66 lbf (98.34 kg/m) 135 lbf (membrane failure) (201.1 kg/m) Elongation at Break ASTM D751 15% 30% 90% Retention of Breaking Strength Heat Aging ASTM D573 100% and Elongation at Break Tear Strength ASTM D751 8" x 8" (203 x 203 mm) Sample 55 lbf (81.95 kg/m) 75 lbf x 130 lbf (111.8 x 193.7 kg/m) Puncture Resistance FTM 101C Method 2031 Not Established 380 lbs. (172 kg) Cold Brittleness ASTM D2137 -40°C -40°C Permeance ASTM E96 Not Established 0.08 Perms Dimensional Change ASTM D1204 @158°F (70°C), 6 hrs. +/-1% 0.4% Water Absorption ASTM D471 @158°F (70°C), 1 week +/-3.0% (top coating only) 0.7% Hydrostatic Resistance ASTM D751 Method D Not Established 430 psi No visible deterioration @ 7 x No visible deterioration @ 7 x Ozone Resistance ASTM D1149 magnification magnification Reflectivity (white) Initial/Aged ASTM C1549 N/A 0.76/0.68 Emissivity (white) Initial/Aged ASTM C1371 N/A 0.90/0.83 Weather Resistance ASTM G155/D6878 10,080 KJ/(m2 . nm) at 340 nm >25,000 KJ/(m2 . nm) at 340 nm Heat Aging ASTM D573 240°F (115°C) for 32 weeks 60 weeks Thickness Above Scrim ASTM D7635 Min 30% of Total Thickness 22.1 mil (Nominal) Guarantee Up to 25 years *White, Energy Gray, and Energy Tan Membranes Only **ENERGY STAR® only valid in the USA
Product Data Roll Size Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. Colors Full Size Roll Full Roll Weight Half Roll Size Half Roll Weight White, Tan, Gray, 10' x 100' 322 lbs. (146 kg) 5’ x 100’ 162 lbs. (73.5 kg) Energy Tan, (3.05 x 30.5 m) (1.52 x 30.5 m) Energy Gray (1,000 sq. ft. (500 sq. ft. [92.9 sq.m]) [46.5 sq.m]) 8’ x 100’ 257 lbs. (117 kg) 4’ x 100’ 128.8 lbs. (58.4 kg) (2.44 x 30.5 m) (1.21 x 30.5 m) (800 sq. ft. (400 sq. ft. [74.3 sq.m]) [37.1 sq.m]) Note: Membrane rolls shipped horizontally on pallets, stacked pyramid-style and banded. Storage Store rolls on their sides on pallets or shelving in a dry area. Safety Warning Membrane rolls are heavy. Position and install by at least two people.
gaf.com
©2015 GAF 9/15 • #342 JM TPO – 60 mil Thermoplastic Polyolefin Membrane
Meets or exceeds the requirements of ASTM D 6878 Component Features and Components M Thickness Over Scrim: Optimized and tested on a continual basis Membrane with a state-of-the-art thickness gauge to verify that the thickness Single Ply valued by our customers is incorporated into the sheet. One of the Widest Melt Windows: Promotes better welds over a wider variety of speeds and temperatures, and leads to a softer, more flexible and workable sheet. Reinforced fabric scrim layer and top-ply thickness: Lends to durable physical properties including: • Long-term weathering, UV resistance and heat-aging properties • High breaking and tearing strength Colors Optimized TPO formulation: delivers high-performance ozone Grey* White Tan* resistance, cool roof reflectivity and overall weather resistance. * Grey and Tan lead times are subject to availability and may require an upcharge for smaller projects.
System Compatibility This product may be used as a component in the following systems. Please reference product application for specific installation methods and information. BUR APP SBS TPO PVC EPDM HA CA CA HW HA CA HW SA MF AD MF AD MF AD BA Multi-Ply Do not use with Multi-Ply systems Single Ply Compatible with the selected Single Ply systems above Key: HA = Hot Applied CA = Cold Applied HW = Heat Weldable SA = Self Adhered MF = Mechanically Fastened AD = Adhered BA = Ballasted
Energy and the Environment Installation/Application Standard Reflectivity Emissivity White Initial 0.77 0.87 3 Yr. Aged 0.70 0.86 Tan Initial 0.67 0.87 CRRC® 3 Yr. Aged 0.62 0.90 Adhered Mechanically Hot Air Weld Gray Initial 0.35 0.87 Fastened 3 Yr. Aged 0.34 0.90 Refer to JM TPO application guides and detail drawings White Pass 0.77 0.87 for instructions. CA Title 24 Tan Pass SRI=75 3 Yr. Aged Packaging and Dimensions White Initial 0.77 0.87 5' 6' 8' 10' 12' 3 Yr. Aged 0.70 Roll Widths ENERGY (1.52 m) (1.83 m) (2.44 m) (3.05 m) (3.66 m) STAR® Tan Initial 0.67 0.87 3 Yr. Aged 0.62 Roll Lengths 100' (30.48 m) 500 ft² 600 ft2 800 ft² 1000 ft² 1200 ft2 White Initial 95 Roll Coverage 3 Yr. Aged 85 (46.45 m²) (55.74 m2) (74.32 m²) (92.90 m²) (111.5 m2) LEED® Tan Initial 81 Rolls per Pallet 8 (SRI) 3 Yr. Aged 75 1384 lb 1680 lb 2200 lb 2760 lb 3240 lb Pallet Weight Gray Initial 39 (627.8 kg) (762.0 kg) (997.9 kg) (1251.9 kg) (1469.6 kg) 3 Yr. Aged 37 Pallets per Truck* 28-32 22-26 18-20 12-16 12-14 Recycled Post-consumer 0% Content Post-industrial 5% Producing Location Scottsboro, AL The LEED® Solar Reflectance Index (SRI) is calculated per ASTM E1980. *Assumes 48' flatbed truck and does not reflect pallets of accessories or impact of mixed sizes. Peak Advantage® Guarantee Information Product Guarantee Term JM TPO 60 mil 5, 10, 15, or 20 years Codes and Approvals Refer to the Safety Data Sheet and product label prior to using this product. The Safety Data Sheet is available by calling (800) 922-5922 or on the Web at www.jm.com/roofing. RS-8633 9-18 (Replaces 6-18) JM TPO – 60 mil Thermoplastic Polyolefin Membrane
Meets or exceeds the requirements of ASTM D 6878 Tested Physical Properties
ASTM Standard for JM TPO – 60 mil Physical Properties Test Method ASTM D 6878 (Min.) MD* XMD** Breaking Strength, min, lbf (N) D 751 220 (976) 411 (1,828) 388 (1,726) Elongation at Break, min % D 751 15 27 27
Strength Tearing Strength, min, lbf (N) D 751 45 (200) 92 (409) 178 (792) Factory Seam Strength, min, lbf (N) D 751 66 (290) 112 (498) Thickness, min, in. D 751 +/- 10% from Nominal 0.060 (Nominal) Thickness Over Scrim, min, in. (mm) D 7635 0.015 0.027 (0.686) Water Absorption, max, % D 471 3.0 0.11
Longevity Brittleness Point, max, -40°F D 2137 No Cracks Pass Ozone Resistance D1149 No Cracks Pass Properties after Heat Aging @ 240°F D 573 Pass/Fail Pass Breaking Strength, % (after aging) D 751 90 >90 >90
Elongation, % (after aging) D 751 90 >90 >90 Tearing Strength, % (after aging) D 751 60 >60 >60 Heat Aged Performance Weight Change, max, % (after aging) D 751 ±1.0 0.19 Linear Dimensional Change, max, % (after 6 hrs @ 158°F) D 1204 ±1.0 <0.1
2 2 10,080 kj/m •nm @ 340 nm >20,160 kj/m Accelerated Weathering, min G 151 & G 155 (4,000 hrs @ 0.70 W) (>8,000 hrs)
Weather Cracking (@ 7x magnification) G 155 No Cracks Pass Performance
*MD = Machine Direction **XMD = Cross-Machine Direction Note: All data represents tested values.
Supplemental Testing
ASTM Standard for JM TPO – 60 mil Physical Properties Test Method ASTM D 6878 (Min.) Result Dynamic Puncture D 5635 N/A Pass @ 25 Joules Static Puncture D 5602 N/A Pass @ 44 lb (20 kg) Impact Resistance of Bituminous Roofing Systems D 3746 N/A Pass - minor indentations C 1549 N/A 78% Reflectance E 903 N/A 80% C 1371 N/A 0.87 Emittance E 408 N/A 0.96 SRI E 1980 N/A 95 Resistance of Synthetic Polymer Material to Fungi G 21 N/A 0 rating Puncture Resistance (FTMS 101C, Method 2031) N/A N/A 371 lb (168 kg) Moisture Vapor Transmission E 96 N/A 0 g/m2 per 24 hours Hydrostatic Resistance, Mullen D 751 N/A 474 PSI (3268 kPa) Pass @ <0.0005 L/(s∙m2) Standard Test Method for Air Permeance of Building Materials E 2178 N/A (Pass @ <0.0001 CFM/ft2) Refer to the Safety Data Sheet and product label prior to using this product. The Safety Data Sheet is available by calling (800) 922-5922 or on the Web at www.jm.com/roofing. RS-8633 9-18 (Replaces 6-18)