ADDENDUM #2 SHELTER RENOVATIONS AND CONSTRUCTION . - Greenville County
ADDENDUM #2 SHELTER RENOVATIONS AND CONSTRUCTION IFB #13-08/06/19 ISSUED JULY 31, 2019 NOTICE TO VENDORS: The following revisions, additions, and clarifications are hereby made part of the Contract Documents for the above-referenced project and shall be taken into account during the preparation of all Responders and Executioners of all work. Responders shall acknowledge receipt of this Addendum in their response. 1. The Opening Date/Time has been extended to 3:00 PM, EDT, Thursday, August 8, 2019. 2. Please replace the first sentence of Section II, Scope of Work (G), Page #3, with the following: “Complete the demolition and renovation of the shelter at Lakeside Shelter in accordance with Attachment A1: Project Manual Specifications, Attachment A2: Construction Drawings, all Addenda and Attachment A3: Summary of Changes-Lakeside Park Shelter (prepared by Langley & Associates), which consists of the following:” 3. Please replace the first sentence of Section II, Scope of Work (H), Page #4, with the following: “Complete the demolition and renovation of the shelter at Northside Park Shelter in accordance with Attachment B1: Project Manual Specifications, Attachment B2: Construction Drawings, all Addenda and Attachment B3: Summary of Changes-Northside Park Shelter (prepared by Langley & Associates), which consists of the following:” 4. In accordance with the Summary of Changes – Northside Park Shelter (Attachment B3), the Project Manual Specifications (for Northside Park) have been modified as follows: a. Add SECTION 074113.16 STANDING-SEAM METAL ROOF PANELS b. Replace SECTION 087100 DOOR HARDWARE (REV #1) WITH SECTION 087100 DOOR HARDWARE (REV #2) 5. Please replace the first sentence of Section II, Scope of Work (I), Page #4, with the following: “Complete the construction of the shelter at Westside Park Shelter in accordance with Attachment C1: Project Manual Specifications, Attachment C2: Construction Drawings, all Addenda and Attachment C3: Summary of Changes-Westside Park Shelter (prepared by Langley & Associates), which consists of the following:” 6. In accordance with the Summary of Changes – Westside Park Shelter (Attachment C3), the Project Manual Specifications and Construction Drawings (for Westside Park) have been modified as follows: a. Add SECTION 074113.16 STANDING-SEAM METAL ROOF PANELS b. Replace SECTION 087100 DOOR HARDWARE (REV #1) WITH SECTION 087100 DOOR HARDWARE (REV #2) County Square 301 University Ridge Suite 100 Greenville, SC 29601-3660 Fax (864) 467-7304
c. d. Replace A2.0 FLOOR PLAN AND BLDG SECTION REVISED 06-10-19 with A2.0 FLOOR PLAN AND BLDG SECTION REVISED 07-20-19 Replace A5.0 EXTERIOR ELEVATIONS REVISED 06-10-19 with A5.0 EXTERIOR ELEVATIONS REVISED 7-20-19 Please find the following documents attached: 1. 2. 3. 4. Revised Schedule Summary of Changes for Lakeside Park Shelter Summary of Changes for Northside Park Shelter, which includes: Section 074113.16 StandingSeam Metal Roof Panels REV #1, Section 074113.16 Standing-Seam Metal Roof Panels REV #1 Summary of Changes for Westside Park Shelter, which includes: Section 074113.16 Standing-Seam Metal Roof Panels REV #1, Section 074113.16 Standing-Seam Metal Roof Panels REV #1, A2.0 Floor Plan and Bldg. Section Revised 07-20-19 (for Westside Park Shelter) and A5.0 Exterior Elevations Revised 07-20-19 (for Westside Park Shelter) END OF ADDENDUM #2
SHELTER RENOVATIONS AND CONSTRUCTION IFB #13-08/06/19 SCHEDULE July 18, 2019 July 23, 2019 August 8, 2019 August 8 – August 13, 2019 August 13, 2019 August 13 – August 27, 2019 August 27, 2019 A Mandatory Pre-Bid Meeting will be held 10:00 AM, EDT, at the Greenville County Procurement Services Division; 301 University Ridge, Suite 100; Greenville, SC, 29601. Site visits may follow. All Questions must be submitted in writing to Shelvis Gambrell, Procurement Services Division, 301 University Ridge, Suite 100; Greenville, SC 29601 by 3:00 PM, EDT Bids must be delivered to Greenville County’s Procurement Services Division, 301 University Ridge, Suite 100; Greenville, SC 29601, no later than 3:00 PM, EDT Review of Bids* Tentative Date of Award* Contract Negotiations* Issue Notice to Proceed* * All dates after opening are tentative.
LA Project: 2015-013S ATTACHMENT A3: SUMMARY OF CHANGES-LAKESIDE PARK SHELTER PROJECT: Lakeside Park Shelter Renovations for GCPRT Piedmont, SC DATE: ISSUED BY: July 26, 2019 E. Ann Moran DISTRIBUTION: Don Shuman, GCPRT Bidding Contractors (per Pre-Bid Sign-In Sheet) File REVISED DRAWINGS: NONE CLARIFICATIONS & CORRECTIONS: Sheet S-1 – Foundation & Roof Framing Plan Detail B: Note Reading “Area Shown Hatched .” should read: “Area shown hatched to be removed & replaced. REMOVE existing chimney & install new trusses. New roof decking shall match existing (2x T&G Min.)” REVISED CONTRACT DOCUMENTS - None ADDITIONS TO CONTRACT DOCUMENTS - None 109 South Main Street Greer, South Carolina 29650 Tel: 864.968.0224 Fax: 864.968.9550 E-mail: dlangley@la-architects.com
LA Project: 2015-013Q ATTACHMENT B3: SUMMARY OF CHANGES - NORTHSIDE PARK SHELTER PROJECT: Northside Park Shelter Renovations for GCPRT Greenville, SC DATE: ISSUED BY: July 26, 2019 E. Ann Moran DISTRIBUTION: Don Shuman, GCPRT Bidding Contractors (per Pre-Bid Sign-In Sheet) File CLARIFICATIONS & CORRECTIONS: Sheet A2.1 – Enlarged Restroom Plan & Elevations Detail 2 & 3: Add note reading “Top CMU block which supports lavatory/countertop must be cut so that overall height of lavatory meets ADA Code (2’-10” to top of rim of sink)”. Detail 8: Paint Specifications: PT-2 Interior Wall Paint is “NOT USED” Detail 8: Paint Specifications: Colors for HB Siding, HB Trim & PT-3 (Doors & Frames) are to match the trim on the existing building(s) on site. GC is to provide samples for approval. Sheet A5.0 – Exterior Elevations Details 1, 2, 3 & 4: References to “New CMU” should read: “New, Colored CMU Block at Restrooms (Typ.)” Detail 5: Note indicating “8” CMU” should indicate “8” Colored CMU block”. Color is to match existing buildings on site (tan). GC is to provide samples for approval. Sheet C-101 – Site Plan Note reading “Existing Concrete Walk to Remain” (referencing Plan Northwest side of building) should read: “Remove all existing concrete.” Sheet S-1 – Foundation & Roof Framing Plan Detail B: Note reading “Area Shown Hatched .” should read: “Area shown hatched to be removed & replaced. REMOVE existing chimney & install new trusses. New roof decking shall match existing (2x T&G Min.)” Sheet M1.0 – Mechanical Plans Detail 1: Move location of Exhaust Fan “EF-1” to right, to accommodate lighting as shown on E1.1. Detail 1: Move location of Exhaust Fan “EF-3” to left, to accommodate lighting as shown on E1.1. Sheet P1.0 – Plumbing General Sheet Detail 2: Water Heater Units “WH-1” and “WH-2” are to be installed in Storage/Janitor Room, not under lavatories. Plumbing Fixture Schedule: LAV-1 should be: Sink: Cultured Marble Countertop with Integral Bowl, Parthenon Marble, Grade 3 Color: Tweed #323 (or approved equal) Install at 34” AFF to Top of Sink Rim Faucet: T&S Brass #B-2711-WS, 1.5GPM, 4”CC Faucet Provide Angle Stops, Supplies with Tubes, Escutcheons, P-Trap & JM Smith Concealed Arm Carrier. 109 South Main Street Greer, South Carolina 29650 Tel: 864.968.0224 Fax: 864.968.9550 E-mail: dlangley@la-architects.com
ATTACHMENT B3: SUMMARY OF CHANGES - NORTHSIDE PARK SHELTER PAGE 2 LA Project #2015-013Q: NORTHSIDE PARK SHELTER July 26, 2019 Sheet E0.1 – Electrical Legend & Schedule Regarding General Lighting Notes: For fixture type “EM”, LSI is an approved manufacturer for product substitution, subject to the description, specifications or part numbers and accessories listed on the bid documents. Sheet E1.1 – Electrical Plans Detail A: The light switches for each restroom should be “S0S” indicating switches with occupancy sensors. ALTERNATES: 1. Provide ADD ALTERNATE option to install 24 gauge standing seam roof in lieu of architectural shingles. Refer to specifications SECTION 074113.16 - STANDING-SEAM METAL ROOF PANELS REVISED PROJECT MANUAL SPECIFICATION DOCUMENTS 074113.16 STANDING-SEAM METAL ROOF PANELS – Added specs to Project Manual. 087100 – DOOR HARDWARE - Revised specs for keypad locks. Information Noted in this Addenda Supercedes Information Noted in Written Project Specifications. 109 South Main Street Greer, South Carolina 29650 Tel: 864.968.0224 Fax: 864.968.9550 E-mail: dlangley@la-architects.com
NORTHSIDE PARK SHELTER RENOVATIONS GREENVILLE CO. PARKS, REC. & TOURISM 1155 S. SUBER ROAD GREER, SC 29650 L&A PROJECT NO: 2015-13Q JULY 26, 2019 (ISSUED WITH ADDENDUM #1 SECTION 074113.16 - STANDING-SEAM METAL ROOF PANELS PART 1 - GENERAL 1.1 SUMMARY A. 1.2 Section includes standing-seam metal roof panels. PREINSTALLATION MEETINGS A. 1.3 Preinstallation Conference: Conduct conference at Project site. ACTION SUBMITTALS A. Product Data: For each type of product. B. Shop Drawings: Include fabrication and installation layouts of metal panels; details of edge conditions, joints, panel profiles, corners, anchorages, attachment system, trim, flashings, closures, and accessories; and special details. C. Samples: For each type of metal panel indicated. 1.4 INFORMATIONAL SUBMITTALS A. Product test reports. B. Warranties: Sample of special warranties. 1.5 CLOSEOUT SUBMITTALS A. 1.6 Maintenance data. QUALITY ASSURANCE A. Installer Qualifications: An entity that employs installers and supervisors who are trained and approved by manufacturer. B. UL-Certified, Portable Roll-Forming Equipment: UL-certified, portable roll-forming equipment capable of producing metal panels warranted by manufacturer to be the same as factory-formed products. Maintain UL certification of portable roll-forming equipment for duration of work. STANDING-SEAM METAL ROOF PANELS 074113.16 - 1
NORTHSIDE PARK SHELTER RENOVATIONS GREENVILLE CO. PARKS, REC. & TOURISM 1155 S. SUBER ROAD GREER, SC 29650 1.7 L&A PROJECT NO: 2015-13Q JULY 26, 2019 (ISSUED WITH ADDENDUM #1) WARRANTY A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of metal panel systems that fail in materials or workmanship within specified warranty period. 1. B. Special Warranty on Panel Finishes: Manufacturer's standard form in which manufacturer agrees to repair finish or replace metal panels that show evidence of deterioration of factoryapplied finishes within specified warranty period. 1. C. Warranty Period: Two years from date of Substantial Completion. Finish Warranty Period: 20 years from date of Substantial Completion. Special Weathertightness Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace standing-seam metal roof panel assemblies that fail to remain weathertight, including leaks, within specified warranty period. 1. Warranty Period: 20 years from date of Substantial Completion. PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Energy Performance: Provide roof panels that are listed on the EPA/DOE's ENERGY STAR "Roof Product List" for low-slope roof products. B. Energy Performance: Provide roof panels according to one of the following when tested according to CRRC-1: 1. 2. C. Structural Performance: Provide metal panel systems capable of withstanding the effects of the following loads, based on testing according to ASTM E 1592: 1. 2. 3. D. Three-year, aged solar reflectance of not less than 0.55 and emissivity of not less than 0.75. Three-year, aged Solar Reflectance Index of not less than 64 when calculated according to ASTM E 1980. Wind Loads: As indicated on Drawings. Other Design Loads: As indicated on Structural Drawings. Deflection Limits: For wind loads, no greater than 1/240 of the span. Air Infiltration: Air leakage of not more than 0.06 cfm/sq. ft. when tested according to ASTM E 1680 or ASTM E 283 at the following test-pressure difference: 1. Test-Pressure Difference: 6.24 lbf/sq. ft. STANDING-SEAM METAL ROOF PANELS 074113.16 - 2
NORTHSIDE PARK SHELTER RENOVATIONS GREENVILLE CO. PARKS, REC. & TOURISM 1155 S. SUBER ROAD GREER, SC 29650 E. L&A PROJECT NO: 2015-13Q JULY 26, 2019 (ISSUED WITH ADDENDUM #1) Water Penetration under Static Pressure: No water penetration when tested according to ASTM E 1646 or ASTM E 331 at the following test-pressure difference: 1. Test-Pressure Difference: 6.24 lbf/sq. ft. F. Hydrostatic-Head Resistance: No water penetration when tested according to ASTM E 2140. G. Wind-Uplift Resistance: Provide metal roof panel assemblies that comply with UL 580 for wind-uplift-resistance class indicated. 1. H. FM Global Listing: Provide metal roof panels and component materials that comply with requirements in FM Global 4471 as part of a panel roofing system and that are listed in FM Global's "Approval Guide" for Class 1 or noncombustible construction, as applicable. Identify materials with FM Global markings. 1. 2. I. Fire/Windstorm Classification: Class 1A- 105. Hail Resistance: MH. Thermal Movements: Allow for thermal movements from ambient and surface temperature changes by preventing buckling, opening of joints, overstressing of components, failure of joint sealants, failure of connections, and other detrimental effects. Base calculations on surface temperatures of materials due to both solar heat gain and nighttime-sky heat loss. 1. 2.2 Uplift Rating: UL 90. Temperature Change (Range): 120 deg F, ambient; 180 deg F, material surfaces. STANDING-SEAM METAL ROOF PANELS A. General: Provide factory-formed metal roof panels designed to be installed by lapping and interconnecting raised side edges of adjacent panels with joint type indicated and mechanically attaching panels to supports using concealed clips in side laps. Include clips, cleats, pressure plates, and accessories required for weathertight installation. 1. B. Steel Panel Systems: Unless more stringent requirements are indicated, comply with ASTM E 1514. Vertical-Rib, Snap-Joint, Standing-Seam Metal Roof Panels: Formed with vertical ribs at panel edges and a flat panel between ribs; designed for sequential installation by mechanically attaching panels to supports using concealed clips located under one side of panels, engaging opposite edge of adjacent panels, and snapping panels together. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. b. c. d. e. Advanced Architectural Products. AEP Span; A BlueScope Steel Company. Architectural Building Components. Architectural Metal Systems. Berridge Manufacturing Company. STANDING-SEAM METAL ROOF PANELS 074113.16 - 3
NORTHSIDE PARK SHELTER RENOVATIONS GREENVILLE CO. PARKS, REC. & TOURISM 1155 S. SUBER ROAD GREER, SC 29650 f. g. h. 2. 2.3 Nominal Thickness: 0.034 inch. Exterior Finish: Three-coat fluoropolymer. Color: As selected by Architect from manufacturer's full range. Clips: One-piece fixed orTwo-piece floating to accommodate thermal movement. a. 4. 5. CENTRIA Architectural Systems. Fabral. Ryerson Tull, Inc. Metallic-Coated Steel Sheet: Zinc-coated (galvanized) steel sheet complying with ASTM A 653/A 653M, G90 coating designation, or aluminum-zinc alloy-coated steel sheet complying with ASTM A 792/A 792M, Class AZ50 coating designation; structural quality. Prepainted by the coil-coating process to comply with ASTM A 755/A 755M. a. b. c. 3. L&A PROJECT NO: 2015-13Q JULY 26, 2019 (ISSUED WITH ADDENDUM #1) Material : 24 gauge, zinc-coated (galvanized) or aluminum-zinc alloy-coated steel sheet. Panel Coverage: 12 inches. Panel Height: 1.5 inches. RIDGE VENT A. Material: Metal to match roof material. B. Expanded Metal Support Screen: .050 inch (1.27 mm) Formed Aluminum C. Continuous Z Brackets: 20ga G90 Galvanized Steel. D. Vent System: Slope-to-Slope, Standing Seam Version E. Performance: 2.4 1. Ventilation: Must meet the required net free air per linear foot (nfa/lf) as determined by the vented roof deck system and eave condition as indicated on the Drawings. 2. 20 Year, 120 mph Wind and Ventilation Warranty UNDERLAYMENT MATERIALS A. Self-Adhering, High-Temperature Underlayment: Provide self-adhering, cold-applied, sheet underlayment, a minimum of 30 mils thick, consisting of slip-resistant, polyethylene-film top surface laminated to a layer of butyl or SBS-modified asphalt adhesive, with release-paper backing. Provide primer when recommended by underlayment manufacturer. 1. 2. 3. Thermal Stability: Stable after testing at 240 deg F; ASTM D 1970. Low-Temperature Flexibility: Passes after testing at minus 20 deg F; ASTM D 1970. 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: STANDING-SEAM METAL ROOF PANELS 074113.16 - 4
NORTHSIDE PARK SHELTER RENOVATIONS GREENVILLE CO. PARKS, REC. & TOURISM 1155 S. SUBER ROAD GREER, SC 29650 a. b. c. L&A PROJECT NO: 2015-13Q JULY 26, 2019 (ISSUED WITH ADDENDUM #1) Carlisle Residential; a division of Carlisle Construction Materials. Drexel Metals. Grace Construction Products; W.R. Grace & Co. -- Conn. B. Felt Underlayment: ASTM D 226/D 22M, Type II (No. 30), asphalt-saturated organic felts. C. Slip Sheet: Manufacturer's recommended slip sheet, of type required for application. 2.5 MISCELLANEOUS MATERIALS A. Miscellaneous Metal Subframing and Furring: ASTM C 645; cold-formed, metallic-coated steel sheet, ASTM A 653/A 653M, G90 coating designation or ASTM A 792/A 792M, Class AZ50 coating designation unless otherwise indicated. Provide manufacturer's standard sections as required for support and alignment of metal panel system. B. Panel Accessories: Provide components required for a complete, weathertight panel system including trim, copings, fasciae, mullions, sills, corner units, clips, flashings, sealants, gaskets, fillers, closure strips, and similar items. Match material and finish of metal panels unless otherwise indicated. 1. 2. 3. Closures: Provide closures at eaves and ridges, fabricated of same metal as metal panels. Backing Plates: Provide metal backing plates at panel end splices, fabricated from material recommended by manufacturer. Closure Strips: Closed-cell, expanded, cellular, rubber or crosslinked, polyolefin-foam or closed-cell laminated polyethylene; minimum 1-inch-thick, flexible closure strips; cut or premolded to match metal panel profile. Provide closure strips where indicated or necessary to ensure weathertight construction. C. Flashing and Trim: Provide flashing and trim formed from same material as metal panels as required to seal against weather and to provide finished appearance. Locations include, but are not limited to, eaves, rakes, corners, bases, framed openings, ridges, fasciae, and fillers. Finish flashing and trim with same finish system as adjacent metal panels. D. Gutters and Downspouts: Formed from same material as roof panels according to SMACNA's "Architectural Sheet Metal Manual." Finish to match roof fascia and rake trim. E. Roof Curbs: Fabricated from same material as roof panels, 0.048-inch nominal thickness; with bottom of skirt profiled to match roof panel profiles and with welded top box and integral fulllength cricket. Fabricate curb subframing of 0.060-inch-nominal thickness, angle-, C-, or Zshaped steel sheet. Fabricate curb and subframing to withstand indicated loads of size and height indicated. Finish roof curbs to match metal roof panels. F. Panel Fasteners: Self-tapping screws designed to withstand design loads. G. Panel Sealants: Provide sealant type recommended by manufacturer that are compatible with panel materials, are nonstaining, and do not damage panel finish. 1. 2. Sealant Tape: Pressure-sensitive, 100 percent solids, gray polyisobutylene compound sealant tape with release-paper backing; 1/2 inch wide and 1/8 inch thick. Joint Sealant: ASTM C 920; as recommended in writing by metal panel manufacturer. STANDING-SEAM METAL ROOF PANELS 074113.16 - 5
NORTHSIDE PARK SHELTER RENOVATIONS GREENVILLE CO. PARKS, REC. & TOURISM 1155 S. SUBER ROAD GREER, SC 29650 3. 2.6 L&A PROJECT NO: 2015-13Q JULY 26, 2019 (ISSUED WITH ADDENDUM #1) Butyl-Rubber-Based, Solvent-Release Sealant: ASTM C 1311. FABRICATION A. General: Fabricate and finish metal panels and accessories at the factory, by manufacturer's standard procedures and processes, as necessary to fulfill indicated performance requirements demonstrated by laboratory testing. Comply with indicated profiles and with dimensional and structural requirements. B. On-Site Fabrication: Subject to compliance with requirements of this Section, metal panels may be fabricated on-site using UL-certified, portable roll-forming equipment if panels are of same profile and warranted by manufacturer to be equal to factory-formed panels. Fabricate according to equipment manufacturer's written instructions and to comply with details shown. C. Provide panel profile, including major ribs and intermediate stiffening ribs, if any, for full length of panel. D. Fabricate metal panel joints with factory-installed captive gaskets or separator strips that provide a weathertight seal and prevent metal-to-metal contact, and that minimize noise from movements. E. Sheet Metal Flashing and Trim: Fabricate flashing and trim to comply with manufacturer's recommendations and recommendations in SMACNA's "Architectural Sheet Metal Manual" that apply to design, dimensions, metal, and other characteristics of item indicated. 2.7 FINISHES A. Panels and Accessories: 1. Three-Coat Fluoropolymer: AAMA 621. Fluoropolymer finish containing not less than 70 percent PVDF resin by weight in both color coat and clear topcoat. 2. Concealed Finish: White or light-colored acrylic or polyester backer finish. PART 3 - EXECUTION 3.1 PREPARATION A. 3.2 Miscellaneous Supports: Install subframing, furring, and other miscellaneous panel support members and anchorages according to ASTM C 754 and metal panel manufacturer's written recommendations. UNDERLAYMENT INSTALLATION A. Self-Adhering Sheet Underlayment: Apply primer if required by manufacturer. Comply with temperature restrictions of underlayment manufacturer for installation. Apply at locations indicated below, wrinkle free, in shingle fashion to shed water, and with end laps of not less than 6 inches staggered 24 inches between courses. Overlap side edges not less than 3-1/2 STANDING-SEAM METAL ROOF PANELS 074113.16 - 6
NORTHSIDE PARK SHELTER RENOVATIONS GREENVILLE CO. PARKS, REC. & TOURISM 1155 S. SUBER ROAD GREER, SC 29650 L&A PROJECT NO: 2015-13Q JULY 26, 2019 (ISSUED WITH ADDENDUM #1) inches. Extend underlayment into gutter trough. Roll laps with roller. Cover underlayment within 14 days. 1. 2. Apply over the entire roof surface. Apply over the roof area indicated below: a. b. c. d. e. f. B. Roof perimeter for a distance up from eaves of 36 inches Insert dimension beyond interior wall line. Valleys, from lowest point to highest point, for a distance on each side of 18 inches. Overlap ends of sheets not less than 6 inches. Rake edges for a distance of 18 inches. Hips and ridges for a distance on each side of 12 inches. Roof-to-wall intersections for a distance from wall of 18 inches. Around dormers, chimneys, skylights, and other penetrating elements for a distance from element of 18 inches. Felt Underlayment: Apply at locations indicated below, in shingle fashion to shed water, and with lapped joints of not less than 2 inches. 1. 2. Apply over the entire roof surface. Apply on roof not covered by self-adhering sheet underlayment. Lap over edges of selfadhering sheet underlayment not less than 3 inches, in shingle fashion to shed water. C. Slip Sheet: Apply slip sheet over underlayment before installing metal roof panels. D. Flashings: Install flashings to cover underlayment to comply with requirements specified in Section 076200 "Sheet Metal Flashing and Trim." 3.3 METAL PANEL INSTALLATION A. Standing-Seam Metal Roof Panel Installation: Fasten metal roof panels to supports with concealed clips at each standing-seam joint at location, spacing, and with fasteners recommended in writing by manufacturer. 1. 2. 3. 4. 5. Install clips to supports with self-tapping fasteners. Install pressure plates at locations indicated in manufacturer's written installation instructions. Snap Joint: Nest standing seams and fasten together by interlocking and completely engaging factory-applied sealant. Seamed Joint: Crimp standing seams with manufacturer-approved, motorized seamer tool so clip, metal roof panel, and factory-applied sealant are completely engaged. Watertight Installation: a. b. c. Apply a continuous ribbon of sealant or tape to seal joints of metal panels, using sealant or tape as recommend in writing by manufacturer as needed to make panels watertight. Provide sealant or tape between panels and protruding equipment, vents, and accessories. At panel splices, nest panels with minimum 6-inch end lap, sealed with sealant and fastened together by interlocking clamping plates. STANDING-SEAM METAL ROOF PANELS 074113.16 - 7
NORTHSIDE PARK SHELTER RENOVATIONS GREENVILLE CO. PARKS, REC. & TOURISM 1155 S. SUBER ROAD GREER, SC 29650 L&A PROJECT NO: 2015-13Q JULY 26, 2019 (ISSUED WITH ADDENDUM #1) B. Accessory Installation: Install accessories with positive anchorage to building and weathertight mounting, and provide for thermal expansion. Coordinate installation with flashings and other components. C. Flashing and Trim: Comply with performance requirements, manufacturer's written installation instructions, and SMACNA's "Architectural Sheet Metal Manual." Provide concealed fasteners where possible, and set units true to line and level as indicated. Install work with laps, joints, and seams that will be permanently watertight and weather resistant. 3.4 CLEANING AND PROTECTION A. Remove temporary protective coverings and strippable films, if any, as metal panels are installed, unless otherwise indicated in manufacturer's written installation instructions. On completion of metal panel installation, clean finished surfaces as recommended by metal panel manufacturer. Maintain in a clean condition during construction. END OF SECTION 074113.16 STANDING-SEAM METAL ROOF PANELS 074113.16 - 8
NORTHSIDE PARK SHELTER RENOVATIONS GREENVILLE CO. PARKS, REC. & TOURISM 101 WEST DARBY ROAD GREENVILLE, SC 29609 L&A PROJECT NO: 2015-013Q REV#2: JULY 26, 2019 (PG 10) REV#1: JUNE 10, 2019 (PG 10) FEBRUARY 5, 2019 SECTION 087100 - DOOR HARDWARE PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Mechanical door hardware for the following: a. B. 1.2 Swinging doors. See Section 081113 for astragals and door silencers. SUBMITTALS A. Action Submittals. 1. Door Hardware Sets Schedule: Prepared by or under the supervision of Architectural Hardware Consultant, detailing fabrication and assembly of door hardware, as well as procedures and diagrams. a. Format: Use the same scheduling sequence and format and use same door numbers as in the Contract Documents. b. Content: Include the following information: 1) Identification number, location, hand, fire rating and material finish of each door and frame. 2) Type, style, function, size, quantity and finish of each door hardware item. Include description and function of each lockset and exit device. 3) Complete designations of every item required for each door opening including name and manufacturer. 4) Description of each electrified door hardware function, including location, sequence of operation, and interface with other building control systems. 2. Samples: For each exposed product in each finish specified. DOOR HARDWARE 087100 - 1
NORTHSIDE PARK SHELTER RENOVATIONS GREENVILLE CO. PARKS, REC. & TOURISM 101 WEST DARBY ROAD GREENVILLE, SC 29609 1.3 L&A PROJECT NO: 2015-013Q REV#2: JULY 26, 2019 (PG 10) REV#1: JUNE 10, 2019 (PG 10) FEBRUARY 5, 2019 QUALITY ASSURANCE A. Installer Qualifications: Supplier of products and an employer of workers trained and approved by product manufacturers and of an Architectural Hardware Consultant who is available during the course of the Work to consult Contractor, Architect, and Owner about door hardware and keying. 1. 2. B. 1.4 Scheduling Responsibility: Preparation of door hardware and keying schedule. Engineering Responsibility: Preparation of data for electrified door hardware, including Shop Drawings, based on testing and engineering analysis of manufacturer's standard units in assemblies similar to those indicated for this Project. Architectural Hardware Consultant Qualifications: A person who is experienced in providing consulting services for door hardware installations that are comparable in material, design, and extent to that indicated for this Project, and who is currently certified by DHI as an Architectural Hardware Consultant (AHC). COORDINATION A. 1.5 Templates: Distribute door hardware templates for doors, frames, and other work specified to be factory prepared for installing door hardware. Check Shop Drawings of other work to confirm that adequate provisions are made for locating and installing door hardware to comply with indicated requirements. WARRANTY A. Special Warranty: Manufacturer agrees to repair or replace components of door hardware that fail in materials or workmanship within specified warranty period. 1. Warranty Period: Three years from date of Substantial Completion unless otherwise indicated below: a. Manual Closers: 10 years from date of Substantial Completion. PART 2 - PRODUCTS 2.1 SCHEDULED DOOR HARDWARE A. General: Provide products for each door that comply with requirements indicated in this Section, and door hardware sets indicated in Part 3. 1. Door Hardware Sets: Provide quantity, item, size finish or color indicated, and products equivalent in function and comparable in quality to named products. DOOR HARDWARE 087100 - 2
NORTHSIDE PARK SHELTER RENOVATIONS GREENVILLE CO. PARKS, REC. & TOURISM 101 W
County Square 301 University Ridge Suite 100 Greenville, SC 29601-3660 Fax (864) 467-7304 ADDENDUM #2 . SHELTER RENOVATIONS AND CONSTRUCTION . IFB #13-08/06/19 . . PROJECT: Northside Park Shelter Renovations for GCPRT Greenville, SC DATE: July 26, 2019 ISSUED BY: E. Ann Moran DISTRIBUTION: Don Shuman, GCPRT
Emergency Shelter Learning Series Activities Understand the role of shelter in a crisis response system Assess how your shelter currently aligns with the key elements to effective emergency shelter Implement key elements to effective emergency shelter Develop goals, action plans, and a timeline to make the shift to a low- barrier, housing-focused shelter model
Re: ADDENDUM SEVEN - DELAWARE STATE POLICE - TROOP 3- BID PACK 1 Dover, Delaware 2011116.00 ADDENDUM SEVEN The addendum forms a part of the contract documents and modifies the original bidding documents dated, October 9, 2013, modified by Addendum No. 1 dated 10-18-2013, Addendum No. 2 dated
Bridge House Emergency Shelter, Lompoc Emergency shelter. Referrals for financial, medical, and other services. 56 beds, emergency food managed by Good Samaritan Shelter 2025 Sweeney Road, Lompoc, 93436 Phone: 805-735-4390 City of Hope Shelter, Lompoc Shelter in Lompoc. Please call at 6 pm for bed availability and to review program requirements.
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1 New Relic Data Processing Addendum This Data Processing Addendum (Addendum _) including its Exhibits and Appendices forms part of the agreement (Agreement _) for the purchase of services between New Relic, Inc. a Delaware corporation with offices located at 188 Spear Street, Suite 1200, San Francisco, CA 94105 ( New Relic _) and the entity identified as Customer on
Services 14-19 ("WSCA-NASPO Master Agreement" or "Master Agreement"). The Master Agreement, as now or hereafter amended, is incorporated into this addendum ("Participating Addendum") as if set forth at length. This Participating Addendum covers the Data Communications Products and Services contracts led by the
The anatomy of the lactating breast: Latest research and clinical implications Knowledge of the anatomy of the lactating breast is fundamental to the understanding of its function. However, current textbook depictions of the anatomy of the lactating breast are largely based on research conducted over 150 years ago. This review examines the most .
