schwerdt design group, inc · item a5: sheet a2.1 restroom plans, elevations, details – remove...
TRANSCRIPT
SCHWERDT DESIGN GROUP, INC Architecture Interiors Planning
Topeka, Kansas Oklahoma City, Oklahoma
ADDENDUM NO. 2 F:\1_Projects SDG\151055 Washburn University Athletic Practice Facility\12_CA\03_Addenda\ADD-2 Various\ADD-2 - Various spec and
drawing items.docx
2231 SW Wanamaker Rd. Suite 303 Topeka, Kansas 66614-4275 785.273.7540 FAX 785.273.7579 www.sdgarch.com
ADDENDUM NO. 2
DATE:
January 17, 2019
PROJECT NO: 151055
NAME:
Washburn Indoor Athletic Facility
You are instructed to read and to note the following described changes, corrections, clarifications, omissions, deletions, additions and statements pertinent to the Contract Bid and Construction Documents: The Addendum No. 2 is part of the contract Bid and Construction Documents and shall govern in the performance of the Work. General Items: Item G1: Contractor will be allowed the use of an area on the SE corner of the campus for staging
materials. Temporary security fencing as indicated in Specification 01500, 3.5H shall be provided around this area. Refer to attached campus map indicating designated area.
Item G2: Testing and Inspections: Owner will engage appropriate consultants and pay the costs related to all applicable testing and inspections for the project.
Item G3: Invitation to Bid: Bid opening location has changed to the Vogel Room, U223, Memorial Union; building address 1820 SW Jewell.
Item G4: Temporary utilities responsibility: Costs associated with temporary electrical usage, temporary water usage, and water/sewer taps & fees shall be paid for by Contractor.
Item G5: Alternate #7 – shall be changed to the following: “For the Mondo athletic sheet flooring material, provide integrated track and event striping for all line markings, numbers and characters and logos in the same thickness and texture as the specified Pre-fabricated Resilient Athletic Flooring System.”
Item G6: Bid Form – See the attached, revised Bid Form. Note that Alternate #4 (for poured-in-place track surface) and Alternate #8 (for factory applied alkyd paint topcoat over PEMB framing) have been eliminated. There are two Base Bid entries required – one for the sheet athletic surface option and one for the poured-in-place athletic surface option. Only one of these Base Bid entries will be accepted, at the Owner’s discretion.
• Alternate #9 has been added. Each Bidder will include in their Base Bid price the Basis of Design “Shaw Momentum HP” slit film turf product. In addition, each Contractor may provide a voluntary alternate (Alternate #9) price for one of the other approved turf manufacturers meeting the specified turf requirements, in lieu of the Base Bid Shaw product, for Owner consideration.
Specification Items:
ADDENDUM NO. 2 F:\1_Projects SDG\151055 Washburn University Athletic Practice Facility\12_CA\03_Addenda\ADD-2 Various\ADD-2 - Various spec and
drawing items.docx
2231 SW Wanamaker Rd. Suite 303 Topeka, Kansas 66614-4275 785.273.7540 www.sdgarch.com
Item SP1: Specification Section 13 3419, H Metal Building Systems – Base bid finish shall be gray primer (red not allowed). Touch-up of damaged paint finish is required.
Item SP2: Specification Section 13 3419, I Metal Building Systems – Alternate #8 for factory applied topcoat painting is hereby deleted from project.
Item SP3: Specification Section 07 4113.16, 2.2, B.3c Standing Seam Metal Roof Panels – Replace “Match Firestone Metal Products; “Sky Blue”” with “Standard color as selected by Architect from manufacturer’s full range.”
Item SP4: Specification Section 07 6200, 2.2, B.3 Sheet Metal Flashing and Trim – Change paragraph to read as follows: “3. Color: Match color of insulated metal panels – gray – vertical pattern.”
Item SP5: Specification Section 07 7100, 2.2, A.3 Roof Specialties - Change paragraph to read as follows: “3. Color: Match color of formed metal wall panels – gray – horizontal pattern.”
Item SP6: Specification Section 07 4113.16, 2.2, A.1 Standing Seam Metal Roof Panels – change “comply with ASTM E 1514” to “comply with ASTM E 1592 or FM 4474”.
Item SP7: Coordination between Specification 07 4113.16 Standing Seam Metal Roof Panels and Specification 13 3419, Metal Building Systems – Metal Building Systems supplier / Standing Seam Metal Roof Panels supplier / General Contractor shall coordinate to assure that building frame and roof covering supplier provide compatible installed systems that meet all specified loadings and roof covering rating designations, including live load, dead load, snow load, and wind loads. Include analysis of overhangs and corner conditions for any additional requirements for structural loading or roof covering attachments.
Item SP8: Specification Section 08 4513, 2.1, B.1 Structured Polycarbonate-Panel Assemblies – change deflection criteria to L/120.
Item SP9: Specification Section 06 4116 Plastic Laminate Clad Architectural Cabinets – this specification section was accidentally omitted from the project manual and is provided here by attachment.
Item SP10: Specification Section 10 2113.17 Phenolic Core Toilet Compartments (revised) – This section has been revised to indicate ceiling hung toilet compartments in lieu of overhead braced type. See attached spec.
Item SP11: Specification Section 10 1423 Panel Signs – Quantity and Type required: There are only two signs required under this section. One sign each for Men’s and Women’s restroom. All other signage is by Owner.
Substitution Requests: Approved: Item SR 1: Referencing Specification Section 12 6900 – Bleachers and Grandstands: American
Aluminum Seating is approved as a substitution. Item SR 2: Referencing Specification Section 13 3419 Metal Building Systems – the following
manufacturers are approved substitutions: • Metallic • Red Dot
Item SR 3: Referencing Specification Section 07 4113.16 Standing Seam Metal Roof Panels – Morin Standing Seam SLR, flat and Morin Standing Seam SLR, curved are approved equal.
Item SR 4: Referencing Specification Section 07 4213.13 Formed Metal Wall Panels – Morin X-16 wall panels are approved equal.
Not approved: Referencing Specification Section 11 6653 – Gymnasium Dividers. ADP Lemco Gymnasium Divider is
not approved as a substitution as it appears when fully retracted the bottom of the divider remains parallel with the floor and thus would not retract adequately at sloped and arched roof locations.
Referencing Specification Section 13 3419 Metal Building Systems. Pinnacle Structures is not approved as a substitution.
ADDENDUM NO. 2 F:\1_Projects SDG\151055 Washburn University Athletic Practice Facility\12_CA\03_Addenda\ADD-2 Various\ADD-2 - Various spec and
drawing items.docx
2231 SW Wanamaker Rd. Suite 303 Topeka, Kansas 66614-4275 785.273.7540 www.sdgarch.com
Civil Items: Item C1: Sheet C103: The note requiring temporary generator power for interruptions lasting more than
three hours shall be revised to read: “Coordinate all power interruptions to existing facilities with Owner to minimize disruptive impacts”.
Structural Items: Item S1: Sheet S0.1 – Structural General Notes – Design Criteria – Collateral Loads Please replace in its entirety with the following: Collateral Loads (for Pre-engineered Building System): 7PSF allowance for suspended ceiling (where
occurs), lighting, and HVAC ducting. This load is exclusive of all building components (roof & wall panels, structural framing, insulation, etc), rooftop exhaust fans, fire sprinkler piping mains, suspended netting, display boards, etc. Coordinate loads and locations of these types of loads with the appropriate disciplines.
Item S2: Sheet S3.1, Section 9, Typical Retaining Wall Detail - delete; see civil plans for retaining wall design.
Item S3: Clarification: The continuous plate masonry shelves and their support beams are designed by the structural engineer of record. PEMB is responsible for incorporating the loads and connections of these into the metal building frame design.
Architectural Items: Item A1: Sheets A5-1 & A5-2 Exterior Elevations: Change the word “FORMED”, in Legend Note #2, to
INSULATED”. Refer to revised sheets, attached. Item A2: Sheets A5-1 & A5-2 Exterior Elevations: There are 4 instances where Legend Note #6
arrowhead does not point correctly to the Insulated Polycarbonate Lite Assembly on the drawings. These should consistently point to the Lite Assemblies. Refer to revised sheets, attached.
Item A3: Sheet A5-1 Exterior Elevations: Detail 3, LIMESTONE PATTERNS has been revised. See attached drawing revision.
Item A4: Sheet A9.1 Door Schedule: Door schedule has been updated so that doors 111A, 111B, 111C, 111D, 111E, 111G, and 111H have 2 panels. See revised schedule, attached.
Item A5: Sheet A2.1 Restroom Plans, Elevations, Details – Remove “SST” from note “SST, CLG-HUNG CUBICLES, REF SPEC” from details 4/ A2.1 & 5/A2.1 as the cubicles are phenolic core.
Item A6: Clarification of critical clear heights - The only clear height requirement over the track area is directly over the pole vault area. That clear height is 37’, minimum. The low side of the track clear height is not critical.
Item A7: Sheet A0.0 Finish Schedule – Floor finish for Room 204 Vestibule shall be SC-2, not CPT-2. Item A8: Sheet A0.0 Finish Schedule – Floor finish for Room 115 Training Room and 115A Exam
Room shall be changed to CPT-2. CPT-2 shall be Kinetix Spree, 24”x24” modular tiles, by EF Contract Flooring. Product SPR45 Lark, quarter turn lay pattern. Install per manufacturer’s written instructions.
Item A9: Sheet G2.0 – Change note for 16 ga. receiver to read “SLIP TRACK AS SPECIFIED”. Item A10: Drawings, Sheet A1.2 Plan; A3.1 Ceiling Plan; 2/A6.1 & 2/A6.2 Building Sections; 1/A7.2,
2/A7.2, 2/A7.3, 3/A7.3, & 4/A7.3 Wall Sections; and 6/A7.4 Detail; Specification Section 13 3419 Metal Building Systems, paragraph 2.4 Thermal Insulation and paragraph 3.6.B Blanket Roof Insulation: In lieu of the single layer, 9 ½” thick R-30 metal building roof insulation as
ADDENDUM NO. 2 F:\1_Projects SDG\151055 Washburn University Athletic Practice Facility\12_CA\03_Addenda\ADD-2 Various\ADD-2 - Various spec and
drawing items.docx
2231 SW Wanamaker Rd. Suite 303 Topeka, Kansas 66614-4275 785.273.7540 www.sdgarch.com
shown in Detail 6/A7.4 and in lieu of the double layer, above the purlins roof insulation system called for in the Metal Building Systems specification, provide Simple Saver Roof Insulation System consisting of R19 unfaced fiberglass metal building insulation installed parallel and between roof purlins + R11 unfaced fiberglass metal building insulation installed perpendicular and atop the roof purlins with thermal spacer blocks (R3.5 min.) above each purlin. The fill layer of insulation between the purlins is supported by a Syseal fabric liner that spans each bay’s entire width and length and is supported by a grid of UVmax coated steel straps installed below the purlins. Omit the fixed protective netting at the roof of the turf field portion of the building and extend the wall-protective netting up from the bottom of the main roof frames to the bottom of the roof purlins. The described roof insulation system shall be used wherever standing seam metal roofing is installed. Minimum R-30 is required. Coordinate roof insulation system with depth of purlins provided by metal building manufacturer. Provide thicker lower layer of insulation if purlin depth exceeds 8 ½” to maintain full depth insulation within purlin cavity.
Mechanical/Electrical Items: Item ME1: Specification 265100 – Fixtures “A”, “A1”, “A2”, “A3” and “EF” are campus standards and
shall have no substitutions. Item ME2: Specification 262400 – Eaton/Cooper shall be an approved pad mounted transformer
manufacturer. Item ME3: Specification 265100 – Approved lighting manufactures are Alphabet, Columbia, Item ME3: Specification 265110 – Approved lighting controls manufactures are Hubbell Item ME4: Sheet ME101 – Refer to the attached for the revised lighting at the building entrance. Item ME5: Sheet ME101 – The hydrant flow test performed by the city indicates 72 psi static and 62psi
at 1,060 gpm residual. Item ME6: Sheet ME103 – Refer to the attached revised Post-Type Siamese Connection Detail. Item ME7: Sheet MP103/MP104 – Trane/Mitsubishi/Powermatic are basis of design and shall be the
only approved manufactures for the DOAS, Condensing Unit, VRF, and Air Turnover Unit. Item ME8: Sheet E201 – Type “G” fixtures shall be mounted to the side wall with a unistrut mounting
system the length of the wall so that the fixtures can be evenly spaced. Item ME9: Sheet E303 – Panelboard “HP-1” has been updated, refer to the attached. Item ME10: Sheet T401 – The wireless access devices (item #20 in the “Telecommunications Hardware
Schedule”) shall be provided by the owner and installed by the T/C. Item ME11: Sheet T401 – Note #6 in the “Legend” shall read: “Refer to item #20 on telecommunications
hardware schedule.”, in lieu of “Refer to item #21 on telecommunications hardware schedule.”.
Item ME12: Specification 230719 – Add this specification into the design documents. All refrigerant piping insulation types shall refer to this document. See attached.
END OF ADDENDUM
Indoor Athletic FacilityWASHBURN UNIVERSITY
WU Project No. 900015December, 2018
BID FORM – STIPULATED SUM (SINGLE-PRIME CONTRACT) 00 4113 - 1
SECTION 00 4113·- BID FORM - STIPULATED SUM (SINGLE-PRIME CONTRACT)
PART 1 – BID FORM ONE (1) – DUE ON JANUARY 24TH, 2019 @ 2:00 PM:Date:
BID OF _____________________________________________________________________________
(hereinafter called "Bidder") a corporation* organized and existing under laws of the State of ,
a partnership* consisting of ,
an individual* trading as, ,
a joint venture* consisting of .
*Insert Corporation(s), partnership or individual, as applicable.
To: Washburn University of TopekaPurchasing Office - Room 214, Morgan Hall, 1700 College Avenue, Topeka, Kansas 66621 Indoor Athletic FacilityProject No.: 900015 (Tax Exempt)
Attention: Sherry Draper, Director of Purchasing
1. Bidder, in compliance with advertisement for bids for construction work in accordance with Drawings and Specifications prepared by Schwerdt Design Group entitled Indoor Athletic Facility - project number 900015 dated December, 2018, having examined Contract Documents and site of proposed work, and being familiar with all conditions pertaining to construction of proposed project, including availability of materials and labor, hereby proposes to furnish all labor, materials and supplies to construct project in accordance with Contract Documents, within time set forth herein at prices stated below. Prices shall cover all expenses, including taxes not covered by Washburn University's tax exemption status, incurred in performing work required under Contract documents, of which this Bid is a part.
2. BID PRICING:In following Bid(s), amount(s) shall be written in both words and figures. In case of discrepancy between words and figures, words shall govern.
BASE BID:The Bidder agrees to furnish all labor, materials, tools, and equipment required to complete the work associated with the Indoor Athletic Facility
Base Bid – Sheet Track Surfacing Option
DOLLARS ($ ).
Base Bid – Poured Track Surfacing Option
DOLLARS ($ ).
Alternate No. 1 – Ground mounted chillers with enclosure screens
ADD / DEDUCT:
DOLLARS ($ ).
Indoor Athletic FacilityWASHBURN UNIVERSITY
WU Project No. 900015December, 2018
BID FORM – STIPULATED SUM (SINGLE-PRIME CONTRACT) 00 4113 - 2
Alternate No. 2 – New bleachers at north end of track
ADD / DEDUCT:
DOLLARS ($ ).
Alternate No. 3 – New portable bleachers at east side of track
ADD / DEDUCT:
DOLLARS ($ ).
Alternate No. 4 – NOT USED
Alternate No. 5 – Additional announcement speakers on football side
ADD / DEDUCT:
DOLLARS ($ ).
Alternate No. 6 - Additional surveillance cameras
ADD / DEDUCT:
DOLLARS ($ ).
Alternate No. 7 – Integrated track and event stripping for Mondo
ADD / DEDUCT:
DOLLARS ($ ).
Alternate No. 8 – NOT USED
Alternate No. 9 – Alternative turf manufacturer
ADD / DEDUCT:
DOLLARS ($ ).
UNIT PRICE:
UNIT PRICE NAME ADD / DEDUCT shall be same number
Unit Price 001: Additional Drilled Pier Depth $__________________ per lineal foot
Unit Price 002: Reduced Drilled Pier Depth $__________________ per lineal foot
Indoor Athletic FacilityWASHBURN UNIVERSITY
WU Project No. 900015December, 2018
BID FORM – STIPULATED SUM (SINGLE-PRIME CONTRACT) 00 4113 - 3
3. ADDENDA:Bidder acknowledges receipt of following addenda:
Addendum No. Dated
Addendum No. Dated
Addendum No. Dated
Addendum No. Dated
Addendum No. Dated
Addendum No. Dated
Indoor Athletic Facility WU Project No. 900015 WASHBURN UNIVERSITY December, 2018
PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS 064116 - 1
SECTION 064116 - PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Plastic-laminate-faced architectural cabinets.
1.2 ACTION SUBMITTALS
A. Product Data: For each type of product.
1. Include data for fire-retardant treatment from chemical-treatment manufacturer and certification by treating plant that treated materials comply with requirements.
B. Shop Drawings: For plastic-laminate-faced architectural cabinets.
1. Include plans, elevations, sections, and attachment details. 2. Apply AWI Quality Certification Program label to Shop Drawings.
C. Samples: For each exposed product and for each color and texture specified.
1.3 INFORMATIONAL SUBMITTALS
A. Quality Standard Compliance Certificates: AWI Quality Certification Program
B. Research reports.
1.4 QUALITY ASSURANCE
A. Fabricator Qualifications: Shop that employs skilled workers who custom fabricate products similar to those required for this Project and whose products have a record of successful in-service performance.
1. Shop Certification: AWI's Quality Certification Program accredited participant
B. Installer Qualifications: AWI's Quality Certification Program accredited participant
Indoor Athletic Facility WU Project No. 900015 WASHBURN UNIVERSITY December, 2018
PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS 064116 - 2
PART 2 - PRODUCTS
2.1 ARCHITECTURAL CABINET FABRICATORS
A. Fabricators: Subject to compliance with requirements, available fabricators offering products that may be incorporated into the Work include, but are not limited to, the following:
1. C & H Cabinets and Countertops, Inc. 2. Designer Woods, Inc. 3. Cabinet Factory Outlet Plus.
2.2 PLASTIC-LAMINATE-FACED ARCHITECTURAL CABINETS
A. Quality Standard: Unless otherwise indicated, comply with the "Architectural Woodwork Standards" for grades of cabinets indicated for construction, finishes, installation, and other requirements.
1. Provide inspections of fabrication and installation together with labels and certificates from AWI certification program indicating that woodwork complies with requirements of grades specified.
B. Grade: Custom.
C. Type of Construction: Frameless.
D. Door and Drawer-Front Style: Flush overlay.
E. High-Pressure Decorative Laminate: NEMA LD 3, grades as indicated or if not indicated, as required by quality standard.
F. Laminate Cladding for Exposed Surfaces:
1. Horizontal Surfaces: Grade HGS. 2. Postformed Surfaces: Grade HGP. 3. Vertical Surfaces: Grade HGS. 4. Edges: Grade HGS 5. Pattern Direction: Vertically for drawer fronts, doors, and fixed panels.
G. Concealed Backs of Panels with Exposed Plastic-Laminate Surfaces: High-pressure decorative laminate, NEMA LD 3, Grade BKL.
H. Colors, Patterns, and Finishes: Provide materials and products in colors and textures of exposed laminate surfaces from manufacturers standard colors. Color selected by Architect.
2.3 WOOD MATERIALS
A. Wood Products: Provide materials that comply with requirements of referenced quality standard for each type of architectural cabinet and quality grade specified unless otherwise indicated.
1. Wood Moisture Content: 5 to 10 percent.
Indoor Athletic Facility WU Project No. 900015 WASHBURN UNIVERSITY December, 2018
PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS 064116 - 3
B. Composite Wood and Agrifiber Products: Provide materials that comply with requirements of referenced quality standard for each type of architectural cabinet and quality grade specified unless otherwise indicated.
1. Medium-Density Fiberboard (MDF): ANSI A208.2, Grade 130. 2. Particleboard: ANSI A208.1, Grade M-2. 3. Softwood Plywood: DOC PS 1. 4. Thermoset Decorative Panels: Particleboard or MDF finished with thermally fused,
melamine-impregnated decorative paper and complying with requirements of NEMA LD 3, Grade VGL, for Test Methods 3.3, 3.4, 3.6, 3.8, and 3.10.
2.4 CABINET HARDWARE AND ACCESSORIES
A. General: Provide cabinet hardware and accessory materials associated with architectural cabinets
B. Frameless Concealed Hinges (European Type): BHMA A156.9, B01602, 100 degrees of opening.
C. Back-Mounted Pulls: BHMA A156.9, B02011.
D. Wire Pulls: Back mounted, solid metal, 4 inches (100 mm) long, 5/16 inch (8 mm) in diameter
E. Adjustable Shelf Standards and Supports: BHMA A156.9, B04071; with shelf rests, B04081.
F. Shelf Rests: BHMA A156.9, B04013; metal, two-pin type with shelf hold-down clip.
G. Door Locks (all wall cabinets and/or where noted): BHMA A156.11, E07121.
H. Exposed Hardware Finishes: For exposed hardware, provide finish that complies with BHMA A156.18 for BHMA finish number indicated.
1. Satin Stainless Steel: BHMA 630.
I. For concealed hardware, provide manufacturer's standard finish that complies with product class requirements in BHMA A156.9.
2.5 MISCELLANEOUS MATERIALS
A. Furring, Blocking, Shims, and Hanging Strips: Softwood or hardwood lumber kiln-dried to less than 15 percent moisture content.
B. Anchors: Select material, type, size, and finish required for each substrate for secure anchorage. Provide metal expansion sleeves or expansion bolts for post-installed anchors. Use nonferrous-metal or hot-dip galvanized anchors and inserts at inside face of exterior walls and at floors.
C. Adhesive for Bonding Plastic Laminate: Unpigmented contact cement
1. Adhesive for Bonding Edges: Hot-melt adhesive.
D. Solid Surface Countertops 1. Corian by Dupont or equal, Color as selected by Architect
Indoor Athletic Facility WU Project No. 900015 WASHBURN UNIVERSITY December, 2018
PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS 064116 - 4
2. Cut-out for under-counter mounted sinks where shown and finish edge. 3. Provide 2” diameter drop holes with finished edges located 3 ½” from back edge of track
control room counter. Provide holes at maximum of 36” O.C.
2.6 FABRICATION
A. Complete fabrication, including assembly and hardware application, to maximum extent possible before shipment to Project site. Disassemble components only as necessary for shipment and installation. Where necessary for fitting at site, provide ample allowance for scribing, trimming, and fitting.
B. Shop-cut openings to maximum extent possible to receive hardware, appliances, electrical work, and similar items. Locate openings accurately and use templates or roughing-in diagrams to produce accurately sized and shaped openings. Sand edges of cutouts to remove splinters and burrs.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Before installation, condition cabinets to humidity conditions in installation areas for not less than 72 hours.
B. Grade: Install cabinets to comply with quality standard grade of item to be installed.
C. Anchor cabinets to anchors or blocking built in or directly attached to substrates. Secure with wafer-head cabinet installation screws.
D. Install cabinets level, plumb, and true in line to a tolerance of 1/8 inch in 96 inches (3 mm in 2400 mm) using concealed shims.
1. Scribe and cut cabinets to fit adjoining work, refinish cut surfaces, and repair damaged finish at cuts.
2. Install cabinets without distortion so doors and drawers fit openings and are accurately aligned. Adjust hardware to center doors and drawers in openings and to provide unencumbered operation. Complete installation of hardware and accessory items as indicated.
END OF SECTION 064116
151055 WASHBURN INDOOR ATHLETIC FACILITY
102113.17rev - 1/3
SECTION 102113.17rev - PHENOLIC-CORE TOILET COMPARTMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Ceiling hung phenolic-core toilet compartments configured as toilet enclosures and urinal screens.
1.2 ACTION SUBMITTALS
A. Product Data: For each type of product.
B. Shop Drawings: For toilet compartments. Include plans, elevations, sections, details, and attachment details.
C. Samples for each type of toilet compartment material indicated.
1.3 INFORMATIONAL SUBMITTALS
A. Product certificates.
1.4 CLOSEOUT SUBMITTALS
A. Maintenance data.
PART 2 - PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A. Surface-Burning Characteristics: Comply with ASTM E84; testing by a qualified testing agency. Identify products with appropriate markings of applicable testing agency.
1. Flame-Spread Index: 25 or less. 2. Smoke-Developed Index: 450 or less.
B. Regulatory Requirements: Comply with applicable provisions in the U.S. Architectural & Transportation Barriers Compliance Board's ADA-ABA Accessibility Guidelines for Buildings and Facilities for toilet compartments designated as accessible.
151055 WASHBURN INDOOR ATHLETIC FACILITY
102113.17rev - 2/3
2.2 PHENOLIC-CORE TOILET COMPARTMENTS
A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to the following:
1. Accurate Partitions Corp., an ASI Group Company. 2. American Sanitary Partition Corporation. 3. Ampco by AJW. 4. Bobrick Washroom Equipment, Inc. 5. Bradley Corporation. 6. General Partitions Mfg. Corp. 7. Global Partitions Corp., an ASI Group Company. 8. Metpar Corp.
B. Toilet-Enclosure Style: Ceiling hung.
C. Urinal-Screen Style: Wall hung.
D. Door, Panel, Screen, and Pilaster Construction: Solid phenolic-core panel material with melamine facing on both sides fused to substrate during panel manufacture (not separately laminated), and with eased and polished edges. Provide minimum 3/4-inch-thick doors and pilasters and minimum 1/2-inch-thick panels.
E. Brackets (Fittings): 1. Full-Height (Continuous) Type: Manufacturer's standard design; stainless steel.
F. Phenolic-Panel Finish:
1. Facing Sheet Finish: One color and pattern in each room. 2. Color and Pattern: As selected by Architect from manufacturer's full range, with
manufacturer's standard through-color core matching face sheet. 3. Edge Color: Through-color matching facing sheet color.
2.3 HARDWARE AND ACCESSORIES
A. Hardware and Accessories: Manufacturer's heavy-duty stainless steel operating hardware and accessories.
1. Provide units that comply with regulatory requirements for accessibility at compartments designated as accessible.
B. Anchorages and Fasteners: Manufacturer's standard exposed fasteners of stainless steel, finished to match the items they are securing, with theft-resistant-type heads. Provide sex-type bolts for through-bolt applications. For concealed anchors, use stainless steel, hot-dip galvanized-steel, or other rust-resistant, protective-coated steel compatible with related materials.
151055 WASHBURN INDOOR ATHLETIC FACILITY
102113.17rev - 3/3
2.4 FABRICATION
A. Fabrication, General: Fabricate toilet compartment components to sizes indicated. Coordinate requirements and provide cutouts for through-partition toilet accessories where required for attachment of toilet accessories.
B. Ceiling-Hung Units: Provide manufacturer's standard corrosion-resistant anchoring assemblies with leveling adjustment nuts at pilasters for connection to structural support above finished ceiling. Provide assemblies that support pilasters from structure without transmitting load to finished ceiling. Provide sleeves (caps) at tops of pilasters to conceal anchorage
C. Door Size and Swings: Unless otherwise indicated, provide 24-inch-wide in-swinging doors for standard toilet compartments and 36-inch-wide out-swinging doors with a minimum 32-inch-wide clear opening for compartments designated as accessible.
PART 3 - EXECUTION
3.1 INSTALLATION
A. General: Comply with manufacturer's written installation instructions. Install units rigid, straight, level, and plumb. Secure units in position with manufacturer's recommended anchoring devices.
1. Maximum Clearances:
a. Pilasters and Panels: 1/2 inch. b. Panels and Walls: 1 inch.
2. Full-Height (Continuous) Brackets: Secure panels to walls and to pilasters with full-height brackets.
a. Locate bracket fasteners so holes for wall anchors occur in masonry or tile joints.
b. Align brackets at pilasters with brackets at walls.
3.2 ADJUSTING
A. Hardware Adjustment: Adjust and lubricate hardware according to hardware manufacturer's written instructions for proper operation. Set hinges on in-swinging doors to hold doors open approximately 30 degrees from closed position when unlatched. Set hinges on out-swinging doors to return doors to fully closed position.
END OF SECTION 102113.17rev
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CJ
13 13
CJ
CJ
CJ
CJ
CJ
CJ
CJ
10' - 6 1/2" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 5' - 5" 10' - 0"
2' - 0"
CJ
9' -
0"
6' -
0"
8"
1'-0"1'-0"1'-0"
1'-0"1'-0"4"
GRADE LINE
15' -
0"
4"
8" 1'-0"1'-0" 1'-0"
1'-0"8"1'-0"
1'-0"1'-0"
1'-0"8"8" 1'-0" 1'-0"
STEPPED MASONRY SHELF
GRADE LINE
STEPPED MASONRY SHELF
DS
DS
BOLLARD, REF/1 A1.8
9
A2.3
EJ; CS #SF4 @ AREA B WALL
EJ; CS #SF4 @ AREA D WALL
8
A2.3
5' -
0"
4' -
0"
3' -
0"
6' -
0"
01019
ADD 2
ENTRY LEVEL942' - 0"
FIELD LEVEL927' - 0"
ROOF LEVEL959' - 0"
PNML KJHGFEDC
2
P3.1
2
P3.1
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7
13
13
3
5
6
2
7
7
4
2
11
12
A
111D 111E 111G 111H111F120E
1114
1
6
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3' - 0" 323' - 9 3/4" 3' - 4" 32' - 1"
10' - 0" 10' - 0" 2' - 0"
CJ
CJ
CJ
9' -
0"
DS DS DS DS DS DS DS DS DS
DS
DSDS
DS
TRASH ENCLOSURE, REF /- ---
BOLLARD, TYP, REF /1 A1.8 30' - 0" 30' - 0" 30' - 0" 29' - 3" 9"
9
A2.3
2' -
0"
1' -
4"
1' -
8"
1' -
8"
STEPPED CONC FOOTING
8
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19' - 11"EJ
48' - 0"EJ
48' - 0"EJ
48' - 0"EJ
48' - 0"EJ
48' - 0"EJ
48' - 0"EJ
48' - 0" 18' - 0"
GUTTER EXPAN JT, TYP
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ELEVATION KEYNOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
14
NATURAL LIMESTONE - TYPE 1
INSULATED METAL PANEL - GRAY - VERTICAL PATTERN
FORMED METAL PANEL - GRAY - HORIZONTAL PATTERN
FORMED METAL PANEL - WHITE - HORIZONTAL PATTERN
ALUMINUM STOREFRONT GLAZING SYSTEM
INSULATED POLYCARBONATE LITE ASSEMBLY
METAL PANEL ROOF CANOPY
WALL MOUNTED BACKLIT SIGNAGE, NIC.
TRANSLUCENT STICKER MOUNTED SIGNAGE, NIC.
DIMENSIONAL LETTER SIGNAGE, NIC.
COILING DOOR, SEE DOOR SCHEDULE
SITEWORK - LIMESTONE BENCH
NATURAL LIMESTONE - TYPE 2
CUT STONE BELT COURSE; SEE DTL
ADD 2
NATURAL STONE , TYPE 1 NATURAL STONE , TYPE 2
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REVISIONS
SHEET CONTENTS
DLR PROJECT NUMBER
SDG PROJECT NUMBER
151055.00DATE
12-15104.00
SHEET NO.
1/1
5/2
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SCALE: 1/16" = 1'-0"A5.1
1 EAST ELEVATION
ADD 2 1/17/19
NO SCALEA5.1
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21ST
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GAS LOAD SUMMARY:
ELECTRICAL LOAD SUMMARY
FUTURE LOCKER DOMESTIC WATER PLUMBING UTILITY CALCULATION (DCW)
SEWER PLUMBING UTILITY CALCULATION (SOUTH)
SEWER PLUMBING UTILITY CALCULATION (NORTH)
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REVISIONS
SHEET CONTENTS
DLR PROJECT NUMBER
SDG PROJECT NUMBER
151055.00DATE
12-15104.00
SHEET NO.
WA
SH
BU
RN
IN
DO
OR
A
TH
LE
TIC
F
AC
ILIT
Y
12-20-183639 SW Summerfield Drive, Suite A
Telephone: (785) 233-3232
Latimer Sommers& Associates, P.A.
C O N S U L T I N G E N G I N E E R S
Topeka, Kansas 66614-3974
FAX: (785) 233-0647Email: [email protected]
LSA PROJECT NO. 1805003ME101
MEP SITE PLAN
2 1/16"=1'-0"PARTIAL MEP SITE PLAN
NORTH
1 1"=30'-0"MEP SITE PLAN
NORTH
ADDENDUM #1 1-9-19
ADDENDUM #2 1-16-19
BLOCKING DIMENSIONS IN INCHES
SECTION A
PLAN
3 (FIRE SERVICE LINE)NO SCALECONCRETE BLOCKING DETAIL2 1"=1'-0"
POST-TYPE SIAMESE CONNECTION DETAIL
1 3/4"=1'-0"POLE LIGHT "EF" DETAIL
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REVISIONS
SHEET CONTENTS
DLR PROJECT NUMBER
SDG PROJECT NUMBER
151055.00DATE
12-15104.00
SHEET NO.
WA
SH
BU
RN
IN
DO
OR
A
TH
LE
TIC
F
AC
ILIT
Y
12-20-183639 SW Summerfield Drive, Suite A
Telephone: (785) 233-3232
Latimer Sommers& Associates, P.A.
C O N S U L T I N G E N G I N E E R S
Topeka, Kansas 66614-3974
FAX: (785) 233-0647Email: [email protected]
LSA PROJECT NO. 1805003ME103
MECH/ELECDETAILS ANDSCHEDULE
ADDENDUM #2 1-16-19
AB
C
D
C
B
A
E
KEY PLANNO SCALE
NORTH
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A, K
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66
21
REVISIONS
SHEET CONTENTS
DLR PROJECT NUMBER
SDG PROJECT NUMBER
151055.00DATE
12-15104.00
SHEET NO.
WA
SH
BU
RN
IN
DO
OR
A
TH
LE
TIC
F
AC
ILIT
Y
12-20-183639 SW Summerfield Drive, Suite A
Telephone: (785) 233-3232
Latimer Sommers& Associates, P.A.
C O N S U L T I N G E N G I N E E R S
Topeka, Kansas 66614-3974
FAX: (785) 233-0647Email: [email protected]
LSA PROJECT NO. 1805003M102
PARTIAL FLOORPLANS - HVAC
2 HVAC1/4"=1'-0"FIELD LEVEL - AREA A
NORTH
1 HVAC1/4"=1'-0"ENTRY LEVEL - AREA A
NORTH
3 HVAC1/4"=1'-0"ROOF LEVEL - AREA A
NORTH
F
ADDENDUM #2 1-16-19
PANELBOARD SCHEDULE PANELBOARD SCHEDULE PANELBOARD SCHEDULE PANELBOARD SCHEDULE
PANELBOARD SCHEDULE PANELBOARD SCHEDULE PANELBOARD SCHEDULE PANELBOARD SCHEDULE
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WA
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A, K
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REVISIONS
SHEET CONTENTS
DLR PROJECT NUMBER
SDG PROJECT NUMBER
151055.00DATE
12-15104.00
SHEET NO.
WA
SH
BU
RN
IN
DO
OR
A
TH
LE
TIC
F
AC
ILIT
Y
12-20-183639 SW Summerfield Drive, Suite A
Telephone: (785) 233-3232
Latimer Sommers& Associates, P.A.
C O N S U L T I N G E N G I N E E R S
Topeka, Kansas 66614-3974
FAX: (785) 233-0647Email: [email protected]
LSA PROJECT NO. 1805003E303
ELECTRICALSCHEDULES
ADDENDUM #2 1-16-19
151055 WASHBURN INDOOR ATHLETIC FACILITY
230719 - 1/4
SECTION 230719 – DIRECT EXPANSION PIPING SYSTEM INSULATIONS
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 insulating the following HVAC piping systems.
1. Refrigerant suction (low pressure gas) piping.
2. Refrigerant hot gas (discharge or high pressure gas) piping.
3. Refrigerant liquid piping, for VRF/VRV and Heat Pump systems.
1.3 ACTION SUBMITTALS
A. Product Data: For each type of product indicated, include thermal conductivity, water vapor
permeance, thickness, and jackets (both factory and field applied if any).
B. LEED Submittals - Product Data for Credit IEQ 4.1: For adhesives and sealants, documentation
including printed statement of VOC content.
C. Shop Drawing: Include plans, elevation, section, details, and attachments to other work.
1. Detail application of protective shields, saddles, and inserts at hangers for each type of
insulation and hanger.
2. Detail insulation application at elbows, fittings, flanges, valves and specialties for each type of
insulation.
3. Detail application of field applied jackets.
D. Samples: For each type of insulation and jacket indicated. Identify each Sample, describing
product and intended use.
1. Tubular Preformed Pipe Insulation Materials: 12 inches long by 7/8” pipe size.
2. Jacket Materials for Pipe: 12 inches long by 7/8” pipe size coordinated with insulation wall
thickness.
1.4 INFORMATIONAL SUBMITTALS
A. Field quality-control reports.
1.5 QUALITY ASSURANCE
A. Installer Qualification: Only trained installers that are familiar with the products should be used.
1.6 DELIVERY STORAGE AND HANDLING
A. Material to be delivered in new condition, free of defects and stored in a clean, dry space that
provides protection against damage and contamination.
1.7 COORDINATION
A. Coordinate sizes and locations of supports, hangers, and insulation shields specified in Section
230529 “Hangers and Supports for HVAC Piping and Equipment”.
B. Coordinate clearance requirements with piping Installer for piping insulation application. Before
preparing piping Shop Drawings, establish and maintain clearance requirements for installation of
insulation and field-applied jackets and finishes and space required for maintenance.
151055 WASHBURN INDOOR ATHLETIC FACILITY
230719 - 2/4
1.8 SCHEDULING
A. Schedule insulation application after pressure testing and leak testing of systems. Insulation
application may begin on segments that have satisfactory test results.
Part 2 – PRODUCTS
2.1 INSULATION MATERIALS
A. Flexible Elastomeric Foam: EPDM - Closed cell expanded rubber. Comply with ASTM C 534, Type I for tubular materials for refrigeration pipe sizes 1/4" and greater.
1. Outdoor Use, Basis of Design Product: Provide Reftekk AC-SSPT (EPDM pre-split with lap
seal and field applied Aeroflex Aerocoat) or comparable product by one of the following.
a. Aeroflex, EPDM SSPT with field applied Aerocel Aerocoat
b. Armacell, LLC, EPDM UT Solaflex, Pre-split with lap seal and with field applied Black
PVC jacket
2. Indoor Use, Basis of Design Product: Provide Reftekk AC-SSPT (EPDM pre-split with lap seal)
or comparable product by one of the following.
a. Aeroflex, EPDM SSPT
b. Armacell, LLC, EPDM UT Solaflex, Pre-split with lap seal
3. Applied to Annealed Coiled Tubing (Line Sets), Basis of Design Product: EPDM continuous
tube.
B. Elastomeric insulation shall not use CFC’s or HFC’s in the manufacturing process.
C. Elastomeric insulation shall have a flame spread-index of 25 or less and a smoke-developed index
of 50 or less when tested in accordance with ASTM E84 for all products through 2” thickness.
D. Elastomeric insulation and elastomeric joining system shall be suitable of use from -70F to 257F
continuous service temperature, per ASTM C 411.
E. Elastomeric insulation shall have a maximum thermal conductivity of 0.235 Btu-in/h-ft2-F at a
mean temperature of 75°F when tested in accordance with ASTM C 177 or ASTM C 518.
F. Elastomeric insulation shall have a maximum water vapor transmission of ≤0.03 perm-inch when
tested in accordance with ASTM E 96, Procedure A, latest revision.
G. Elastomeric insulation must exhibit long-term UV resistance in outdoor installation per ASTM G 7
and ASTM G 90.
H. Elastomeric insulation must not contribute to external stress corrosion cracking when tested per
ASTM C 692.
2.2 ADHESIVES, AND TAPES
A. Flexible Elastomeric Adhesive for Indoor and Outdoor Application:
1. Basis of Design Product: Provide Aeroflex AeroSeal contact adhesive or comparable product
by one of the following.
a. Armacell, LLC HT 625 contact adhesive
B. Flexible Elastomeric for LEED low VOC Application:
151055 WASHBURN INDOOR ATHLETIC FACILITY
230719 - 3/4
1. Basis of Design Product: Provide Aeroflex AeroSeal LVOC
C. Seaming tape to be 15-mil EPDM rubber with acrylic adhesive.
2.3 INSULATING PIPE HANGER SUPPORTS
A. Support the piping system using high density rigid foam insulating pipe hanger supports with an
inner lining of EPDM rubber insulating tape and 15-mil exterior EPDM rubber jacket. Insulation
density to be a minimum of 10 lb. / cu. ft. with a compressive strength of 284 PSI or greater, and a
k-value of 0.312 or lower. Continuous use temperature range to be -70F to 257F with water
absorption of 5% or less.
1. Basis of Design Product: Provide Reftekk “Cush-A-Therm”, model UX insulated pipe support
complete with steel channel insulation OD clamp or comparable product by one of the following.
a. Aeroflex USA, Aerofix-U with matching steel channel insulation OD clamp.
b. Armaflex LLC, Armafix IPH with matching steel channel insulation OD clamp.
Part 3 – EXECUTION
3.1 EXAMINATION
A. Examine substrates and conditions for compliance with requirements for installation tolerances and
other conditions affecting performance of insulation application.
1. Verify that systems to be insulated have been tested and free of leaks and defects
2. Verify that surfaces to be insulated are clean, dry and free of dirt, dust, grease, frost, and
moisture.
3. Work shall be performed at the installation temperatures recommended by the product
manufacturer.
4. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Surface Preparation: Clean and dry surfaces to receive insulation. Remove materials that will
adversely affect insulation application.
B. Tape seams and lap seam tape overlaps shall be clean dry, fan free of dirt, dust, grease, frost and
moisture.
3.3 GENERAL INSTALLATION REQUIREMENTS
A. All piping, valves and fittings scheduled to be insulated to have all insulation applied in strict
accordance with the insulation manufacturers installation instructions and practices described in
the National Commercial and Industrial Insulation Standards Manual. In case of conflict, the
manufacturers installation guidelines and instruction will be used.
B. Install insulation materials, accessories and finishes with smooth, straight, and even surfaces;
free of voids, throughout the length of the piping including supports, fittings, valves and
specialties.
C. Install insulation materials, vapor barriers, vapor dams, jackets, and thicknesses required for each
item of the pipe system as required.
D. Install insulation with longitudinal seams oriented per the insulation manufacturers installation
instructions for all horizontal runs.
151055 WASHBURN INDOOR ATHLETIC FACILITY
230719 - 4/4
E. Keep insulation dry and clean during application and finishing. Do not apply insulation to
operating systems.
F. Install insulation with the least number of joints practical.
G. Piping to be insulated with tubular preformed pipe insulation.
H. Install insulation continuously through roof penetrations, wall penetrations and floor penetrations.
I. Install insulation continuously through fire rated wall and fire rated floor penetrations complying
with Penetration Fire-stopping details.
J. Insulating Pipe Hanger Supports are to be installed at all pipe support and clamp locations.
Insulating Pipe Hanger Supports are to be installed at the time of piping installation such that the
pipe insulation system is installed in a continuous manner through the pipe support system.
K. All insulation terminations, butt joints, longitudinal joints, and access points to be properly glued
or sealed with the insulation manufacturers sealant system.
L. Vapor dams to be installed every 12’ to 18’ per insulation manufacturers installation instructions,
high point of piping run and at all insulation terminations (supports, valves, flanges and end of
pipe runs)
M. Provide sufficient clearance between insulated pipes to allow air circulation.
N. Provide mitered insulation fittings at elbows to prevent compression of the insulation at the throat
of the elbow and stretching on the outside of the bend.
O. Do not compress the insulation at penetrations or structural members, such as joists or studs. Do
not allow the insulation to be compressed by ceiling hanger wires.
P. Do not allow attachment of anything to the insulated piping that will reduce the effective thickness
of the insulation, such as control wiring, cabling, telephone wiring, etc. When using insulation
manufacturers recommended tape on joints, do not compress the insulation.
Q. Insulation should be installed such that butt joints are in slight compression. This prevents
separation of the insulation joints over time or due to changes in temperature. Do NOT apply the
insulation in a stretched condition.
R. Insulation thickness to be the most restrictive of the following options.
1. Liquid, suction, and discharge lines per state energy codes.
2. In accordance with the thickness tables for piping insulation in the latest version of ASHRAE
90.1.
3. In accordance with local building code requirements and Authority Having Jurisdiction.
4. In accordance with the requirements of the manufacturers of the equipment being served by
the insulated refrigerant piping system.
5. Sufficient thickness to prevent condensation on the surface of the insulation under all
operating conditions.
END OF SECTION 230719