BARRY A RAKES ARCHITECT

Transcription

1 BARRY A RAKES ARCHITECT 910 West Wind Road Fincastle, Virginia Phone: (540) rakesarchitecture@ntelos.net The Contractor shall include the following changes, modifications and clarifications in his/her Proposal for the project listed below. All other Work shall remain as originally drawn and specified unless noted otherwise. The Contractor shall acknowledge receipt of this Addendum on his/her Proposal. ADDENDUM NO.2 9 October 2009 Re: From: Virginian Railway Passenger Station Renovation Phase I 1402 South Jefferson Street Roanoke, VA Barry A. Rakes - Architect, PLLC. This addendum forms a part of the Contract Documents and Modifies the original Bidding Documents dated June 30, This addendum consists of (9) pages. CHANGES TO SPECIFICATIONS: 1. Supplemental Conditions, Instructions and Information, Paragraph 27. Opening of Bids: Revise the date for Bid Opening from Tuesday, October 13, 2009 to Thursday, October 15, 2009 at 2:00pm. The Bid Opening will still be at Hill Studio. 2. Bidding Documents: Bid Form Spreadsheet add new item after item 34, Specification section 6200, wood soffit, 2,995sqft; wood ceiling (breezeway) 960sqft. 3. Insurance Clarifications: At this time the additional insurance required for prime contractors in the Specifications: Railroad Protective Liability Insurance will be required for this project. The official address for the Roanoke Chapter of the NRHS is 5362 Snow Owl Drive, Roanoke, Virginia Section 02075: Lead Paint Abatement/Interim Control, Paragraph 4.1 Schedule of Paint Removal: a. Interior- All interior wall plaster scheduled to remain shall have sand finish removed by brush or other hand method to leave smooth finish coat intact. b. All interior beaded board ceiling and wall material shall be carefully removed, cleaned and stored by owner, unstripped (but free of nails). c. All electrical conduit and panel boxes shall be removed by contractor. Exterior soffit lights shall be removed, cleaned and stored by owner. d. Exterior- All exterior soffit, facia and crown/bed molding will be removed from building. All intact crown mold and bed mold will be carefully scraped or stripped of all loose paint. Tight, adhered and stable paint may remain on the molding, but must be sanded/feathered to leave consistent smooth paintable surface. All stripped boards shall be prepped for paint and painted with highest quality latex primer. All exterior wood surfaces stripped on the train station will be prepped for paint and primed with highest quality latex primer. 4. Section 6200: Finish Carpentry Add Specifications in entirety for new soffit and trim work. VIRGINIAN DEPOT July 11, 2008 Roanoke, Virginia

2 BARRY A RAKES ARCHITECT 910 West Wind Road Fincastle, Virginia Phone: (540) rakesarchitecture@ntelos.net CHANGES TO DRAWINGS: 1. Sheet A1.1: Install new bead board tongue and groove soffit, including breezeway. Match profile of existing soffit and breezeway ceiling boards. Provide shop drawings with full scale drawings for each area. Prime all surfaces with highest quality latex primer. Install new facia board to match dimensions of existing facia; prime. Reinstall salvaged/new crown and bed mold; prime. Wood species to be White Oak or Southern Yellow Pine. 2. Sheet A1.1: Add note: carefully remove glass from existing sash - to be stored by owner. Provide plywood or OSB covers for all windows after reinstalling sash. 2x4 s shall rest against the inside frame face near the top and bottom and be attached to the covers by two (minimum) carriage bolts each brace. Do not screw or nail the covers to the window frame. ATTACHMENTS: List of Pre-Bid Attendees End of Addendum No.1 VIRGINIAN DEPOT July 11, 2008 Roanoke, Virginia

3 VIRGINIAN RAILWAY PASSENGER STATION RENOVATION - PHASE 1 Roanoke, Virginia August 2009 TEA-21 Contract #EN / UPC # ITEM # SPEC BASE BID - ITEM DESCRIPTION QTY UNIT UNIT PRICE SUBTOTAL MOBILIZATION Mobilization of Equipment & Crews PROJ. PERSONNEL: PROJ. MNGR./FIELD SUPT. ETC., 3 MOS PROJ. LABOR: DAILY CLEAN-UP/GEN. LABOR 200 MHRS PROJ. TRANSPORTATION: PU TRK/DUMP/FUEL/OIL 3 MOS EQUIPMENT: SMALL TOOLS & RENTAL EQUIP. 1 LS Control of Work PROJECT SECURITY: SIGNS/LIGHTS/FENCING 3 MOS CONSTRUCTION AIDS: OSHA 1 LS TEMP UTILITIES: WATER/POWER/PHONE, ETC. 3 MOS PROJECT CONDITIONS: TRASH REMOVAL/DUMP FEES 1 LS 2070 Z. DEMOLITION 9 see dwgs SELECTIVE DEMOLITION REMOVE EXISTING ROOF 1 LS 10 see dwgs SELECTIVE DEMOLITION P/M/E SYSTEMS 1 LS 11 see dwgs SELECTIVE DEMOLITION INTERIOR MASONRY 256 FSF 12 see dwgs SELECTIVE DEMOLITION CEILING/INTR. LOOSE SURFACES 48 MHRS 13 see dwgs SELECTIVE DEMOLITION CLEAN-UP/DEBRIS REMOVAL 40 MHRS 14 see dwgs SELECTIVE DEMOLITION HAULING & DUMP FEES 1 LS 15 see dwgs DEMO-SPECIALTIES SALVAGE MATERIALS 40 MHRS 16 see dwgs DEMO-SPECIALTIES TEMP. BACKSHORING/BRACING 1 LS BUILDING RENOVATIONS 6100 Structural Systems STRUCTURAL WOOD FRAMING 1 3/4 x 7 1/4 lvl 208 LF 18 see dwgs STRUCTURAL WOOD FRAMING 1 3/4 x 11 1/4 lvl 285 LF 19 see dwgs STRUCTURAL WOOD FRAMING 8/12 ATTIC Trusses 1366 SF 20 see dwgs STRUCTURAL WOOD FRAMING 3/12 ROOF Trusses 1284 SF 21 see dwgs STRUCTURAL WOOD FRAMING 6/12 ROOF Trusses 636 SF 22 see dwgs STRUCTURAL WOOD FRAMING 7.5/12 ROOF Trusses 792 SF 23 see dwgs STRUCTURAL WOOD FRAMING 8/12 ROOF Trusses 2484 SF 24 see dwgs STRUCTURAL WOOD FRAMING 9/12 ROOF TRUSSES 289 SF 25 see dwgs STRUCTURAL WOOD FRAMING 2X STRRUCT. MEMBERS 420 BF 26 see dwgs STRUCTURAL WOOD FRAMING 2X MISC. CONNECTORS 1200 BF 27 see dwgs STRUCTURAL ACCESSORIES CLIPS/ANGLES/FASTENERS, ETC. 1 LS 28 see dwgs WOOD FRAMING 2X LOCKOUTS & BLOCKING 3500 BF 29 see dwgs WOOD FRAMING 2X CONCEALED GUTTER 1200 BF 30 see dwgs ROOF SURFACES 3/4" PLYWOOD 1510 SF 31 see dwgs ROOF SURFACES 5/4" T & G PLANKS 9800 SF 32 see dwgs MISC. WOOD SURFACES 3/4" P.W. ATTIC FLOORING 640 SF Roofing Systems 33 see dwgs TEMPORARY MEMBRANE W/ACCESSORIES 8200 SF 6100 Exterior Doors & Openings 34 see dwgs TEMPORARY ENCLOSURES OPENING 780 SF 35 Wood Soffits 3,885 SF Special Construction (no VDOT Enhancement funds used) ASBESTOS ABATEMENT W/TEMP ENCLOSURE to include all related staging, removal and disposal of any asbestos laden materials LS LEAD PAINT ABATEMENT/INTERIM CONTROL 1 LS TOTAL BASE BID ADDITIONAL UNIT PRICES NOT IN BASE BID A 100 PROTECTION OF RAILWAY INTERESTS FLAGGING 0 DAY B 4501 MASONRY-DEMO EXIST. MAS. AND FURNISH/INSTALL 0 SF C 4501 MASONRY-REPOINTING EXIST. MASONRY 0 SF

4 SECTION FINISH CARPENTRY SECTION FINISH CARPENTRY PART 1 - GENERAL 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 SUMMARY A. This Section includes the following: 1. Exterior standing and running trim. 2. Beaded wood tongue and groove ceiling boards. B. Related Sections include the following: 1. Division 6 Section "Rough Carpentry" for furring, blocking, and other carpentry work not exposed to view and for structural wood decking and framing exposed to view. 1.3 DEFINITIONS A. Inspection agencies, and the abbreviations used to reference them, include the following: 1. NELMA - Northeastern Lumber Manufacturers Association. 2. NHLA - National Hardwood Lumber Association. 3. NLGA - National Lumber Grades Authority. 4. RIS - Redwood Inspection Service. 5. SCMA - Southern Cypress Manufacturers Association. 6. SPIB - Southern Pine Inspection Bureau. 7. WCLIB - West Coast Lumber Inspection Bureau. 8. WWPA - Western Wood Products Association. 1.4 SUBMITTALS A. Product Data: For each type of process and factory-fabricated product. Include construction details, material descriptions, dimensions of individual components and profiles, textures, and colors. 1. Virginian Railway Station October 8, 2009 Roanoke, Virginia 1

5 SECTION FINISH CARPENTRY B. Shop drawings showing location of each item, dimensioned plans and elevations, large-scale details, attachment devices, and other components. 1. Show details full scale. 2. Show locations and sizes of furring, blocking, and hanging strips, including concealed blocking and reinforcing specified in other Sections. 3. Show locations and sizes of cutouts and holes for items installed in architectural woodwork. 1.5 QUALITY ASSURANCE A. Installer Qualifications: Master carpenter with minimum six years of experience in installing finish carpentry. B. Quality Standard: Except as otherwise indicated, comply with the following standards. 1. AWI Quality Standard: Architectural Woodwork Quality Standards of the Architectural Woodwork Institute for grades of interior architectural woodwork, construction, finishes and other requirements. a. Provide AWI Certification Labels or Certificates of Compliance indicating that woodwork meets requirements of grades specified. 1.6 DELIVERY, STORAGE, AND HANDLING A. Protect materials against weather and contact with damp or wet surfaces. Stack lumber, plywood, and other panels. Provide for air circulation within and around stacks and under temporary coverings. 1.7 PROJECT CONDITIONS A. Weather Limitations: Proceed with installation only when existing and forecasted weather conditions permit work to be performed according to manufacturer's written instructions and warranty requirements and at least one coat of specified finish to be applied without exposure to rain, snow, or dampness. PART 2 - PRODUCTS 2.1 MATERIALS, GENERAL A. Lumber: DOC PS 20 and applicable grading rules of inspection agencies certified by the American Lumber Standards' Committee Board of Review. Virginian Railway Station October 8, 2009 Roanoke, Virginia 2

6 SECTION FINISH CARPENTRY 1. Factory mark each piece of lumber with grade stamp of inspection agency indicating grade, species, moisture content at time of surfacing, and mill. 2. For exposed lumber, mark grade stamp on end or back of each piece. C. Wood Moisture Content: Provide kiln-dried lumber with an average content range for 9% to 13% for exterior work and 6% to 11% for interior work. Maintain temperature and relative humidity during fabrications, storage and finishing operations so that moisture content values for woodwork at time of installation do not exceed 5% - 10% for mild regions. 2.2 EXTERIOR STANDING AND RUNNING TRIM FOR OPAQUE FINISH A. Quality Standard: Comply with AWI Section Grade: custom. B. Assemble moldings in plant to maximum extent possible. Miter corners in plant and prepare for field assembly with bolted fittings designed to pull connections together. C. Wood species: KDAT pressure treated Southern Yellow Pine, SPIB grade B&B. Solid lumber stock for painted finish. D. Texture: one face saw textured, the other surfaced (smooth). 2.5 MISCELLANEOUS MATERIALS A. Fasteners for Exterior Finish Carpentry: Provide nails or screws of the following materials, in sufficient length to penetrate minimum of 1-1/2 inches (38 mm) into substrate, unless otherwise recommended by manufacturer: 1. Stainless steel. 2.7 FABRICATION A. Wood Moisture Content: Comply with requirements of specified inspection agencies and with manufacturer's written recommendations for moisture content of finish carpentry at relative humidity conditions existing during time of fabrication and in installation areas. B. Back out or kerf backs of the following members, except members with ends exposed in finished work: 1. Exterior standing and running trim wider than 5 inches (125 mm). Virginian Railway Station October 8, 2009 Roanoke, Virginia 3

7 SECTION FINISH CARPENTRY C. Ease edges of lumber less than 1 inch (25 mm) in nominal thickness to 1/16-inch (1.5-mm) radius and edges of lumber 1 inch (25 mm) or more in nominal thickness to 1/8-inch (3-mm) radius. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Clean substrates of projections and substances detrimental to application. B. Before installing finish carpentry, condition materials to average prevailing humidity in installation areas for a minimum of 24 hours, unless longer conditioning is recommended by manufacturer. C. Prime lumber for exterior applications to be painted, including both faces and edges. Cut to required lengths and prime ends. 3.3 INSTALLATION, GENERAL A. Do not use materials that are unsound, warped, improperly treated or finished, inadequately seasoned, or too small to fabricate with proper jointing arrangements. 1. Do not use manufactured units with defective surfaces, sizes, or patterns. B. Install finish carpentry level, plumb, true, and aligned with adjacent materials. Use concealed shims where necessary for alignment. 1. Scribe and cut finish carpentry to fit adjoining work. Refinish and seal cuts as recommended by manufacturer. 2. Countersink fasteners, fill surface flush, and sand where face fastening is unavoidable. 3. Install to tolerance of 1/8 inch in 96 inches (3 mm in 2438 mm) for level and plumb. Install adjoining finish carpentry with 1/32-inch (0.8-mm) maximum offset for flush installation and 1/16-inch (1.5-mm) maximum offset for reveal installation. 4. Coordinate finish carpentry with materials and systems in or adjacent to it. 3.4 STANDING AND RUNNING TRIM INSTALLATION Virginian Railway Station October 8, 2009 Roanoke, Virginia 4

8 SECTION FINISH CARPENTRY A. Install with minimum number of joints practical, using full-length pieces from maximum lengths of lumber available. Do not use pieces less than 24 inches (610 mm) long, except where necessary. Stagger joints in adjacent and related standing and running trim. Cope at returns and miter at corners to produce tight-fitting joints with full-surface contact throughout length of joint. Use scarf joints for end-to-end joints. Plane backs of casings to provide uniform thickness across joints, where necessary for alignment. 1. Match color and grain pattern across joints. 2. Drill pilot holes in hardwood before fastening to prevent splitting. Fasten to prevent movement or warping. Countersink fastener heads on exposed carpentry work and fill holes. 3. Fit exterior joints to exclude water. Apply flat grain lumber with bark side exposed to weather. 3.5 ADJUSTING A. Replace finish carpentry that is damaged or does not comply with requirements. Finish carpentry may be repaired or refinished if work complies with requirements and shows no evidence of repair or refinishing. Adjust joinery for uniform appearance. 3.6 CLEANING A. Clean finish carpentry on exposed and semi exposed surfaces. Touch up factory-applied finishes to restore damaged or soiled areas. END OF SECTION Virginian Railway Station October 8, 2009 Roanoke, Virginia 5

9 VIRGINIAN RAILWAY PASSENGER STATION RESTORATION - PHASE I Roanoke, Virginia Pre-Bid Conference 1-Oct-09 Name Company Address Phone 1 Will Harris North Fork Construction Goshen, VA Earl Webb Price Buildings, Inc 1111 Callaway Rd, Rocky Mt. VA earlwebb@pricebuildingsinc.com 3 Dana Newton Lionberger 5903 Starkey Rd, Roanoke, VA dnewton@lionberger.com 4 Lynn Ward Thor, Inc 3313 Plantation Rd, NE Roanoke, VA thor@thorconstruction.com 5 Travis Richardson Breakell, Inc 2314 Patterson Ave, Roanoke, VA trichardson@breakell-inc.com 6 Jack Avis Avis Construction PO Box Roanoke, VA jack@davisconstruction.com 7 Kent Brown E Luke Greene Co 2710 Rke Ave, Roanoke, VA kent@elukegreene.com 8 Daniel Hurst Building Specialists, Inc 114 Day Ave, Roanoke, VA dhurst@bsiva.com 9 Will Booker D H Griffin 1405 Valley Rd, Richmond, VA wbooker@dhgriffin.com 10 David Chandler Southern Environmental Serv 2050 W Moore St, Richmond, VA dchandler@southernenv.com 11 Mike Howdyshell South End Construction 201 Berkley, Roanoke, VA mike@seconst.com 12 Jeff Austin F&S Building Innovations Roanoke, VA jeff@fsfourseasons.com 13 Bryan Fasnacht G&H Contracting, Inc 1320 Southside Dr, Salem, VA bfasnacht@ghcontracting.com 14 Kevin Moore Semco Services 589 Lee Jackson HWY, Staunton, VA kevin@semcoservices.com 15 Perry Pence Strahle Const Co, Inc 6000 Goodview Rd, Roanoke, VA ppence3333@cox.net 16 Stinson Myers Waco, Inc 1520 W Main St, Radford, VA smyers@wacoinc.com

10 VIRGINIAN RAILWAY PASSENGER STATION RESTORATION - PHASE I Roanoke, Virginia Pre-Bid Conference 1-Oct-09 Page 2 Name Company Address Phone 17 Dave Rowland D R Contracting 3341 Bradshaw Rd, Salem, VA howdy-dowdy@hotmail.com 18 Jeff Smith Taft Construction 237 E Davis St, Culpepper, VA carol@taftconstruction.org 19 Chris Terry Mathers Construction 200 S Bayard Ave, Waynesboro, VA cterry@mathers-team.com 20 James Minnick AA Environmental, LLC P O Box 6416 Christiansburg, VA aaeiu@jetbroadband.com 21 Doug Coffman Snyder & Assoc 500 S Main St, Blacksburg,VA snyder@usitinet.com 22 John Jones J M Turner 130 S Jefferson, Roanoke, VA jjones@jmturner.com 23 Mark Clark Southwest Restoration 422A Luck Ave, Roanoke, VA mclarksoutwest@gmail.com 24 Erica Butler Southwest Restoration 422A Luck Ave, Roanoke, VA elb-enterprises@yahoo.com