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HomeMy WebLinkAboutADDENDUM 3 - 05-00099 – BYUI Snow Building – AdditionGouldEvans 1000 South Main Street, Suite 100 Salt Lake City, Utah 84101 t 801 .532.6100 f 801 .532,6102 project number: 0903.2500 BYU IDAHO r" rM 0 X Z NMI O addendum #3 June 03,2005 ADDENDUM NO. #3 June 03, 2005 PROJECT: Eliza R. Snow Center for the Performing Arts Addition/Remodel BYU Idaho, Rexburg, ID OWNER: Brigham Young University - Idaho Facility Planning and Construction Dpt. BYU-Idaho Physical Facilities Building 450 South Physical Plant Way Rexburg, Idaho 83460-8205 TO ALL BIDDERS: ARCHITECT: GouldEvans 1000 South Main Street Salt Lake City, UT 84101 Phone: 801.532.6100 Fax: 801.532.6102 ARCHITECT'S PROJECT NO.: 0903-2500 This Addendum forms a part of the Contract Documents and modifies the original Bidding Documents dated March 28, 2005 and Addendum #1 dated April 04, 2005 and Addendum #2 dated April 08, 2005. Receipt of this Addendum must be acknowledged in the space provided in the Bid Form. GENERAL CLARIFICATIONS: 3-1 Question regarding posting of occupant load for the Black Box, Performance Classroom, Theater Classroom, Rehearsal Hall, and the Multi -purpose room: BYU Idaho is to provide signage for posting of occupant load for each of these rooms. 3-2 Exterior stainless steel railings may be core drilled & grouted in lieu of sleeving. 3-3 Question regarding gas line work: The scope of the project does not include exterior gas line work. 3-4 Question regarding capping of existing irrigation lines: Owner will be capping existing irrigation lines as required. 3-5 Sales tax is required for this project. 3-6 The proposed masonry tie system by Hohmann & Barnard as shown on the attached cut sheet is an accepted substitution in place of the Dur-o-wall DA 360 S Seismic Ladder -Eye that is specified. 3-7 All existing trees to remain are to be protected and maintained by owner. Contractor to use caution when working in proximity to all trees to remain and to immediately notify Owner if any conflicts arise during demolition or construction. Contractor to be responsible for replacement of any existing trees scheduled to remain that are damaged by the construction or demolition work. 3-8 Question regarding vapor barriers: Vapor Barriers are not required under concrete slabs. 3-9 Regarding the request to clarify the amount of aluminum base required: The contractor is to provide an allowance for 300 lineal feet of 4" brushed aluminum base to be glue applied to wall surfaces. Locations are as indicated in the drawings. During construction, if further clarification is required as to the locations of the aluminum base, the architect will supply additional clarification either on site or in an ASI. This sum of 300 lineal feet is by the Architects estimation more than what is required. During construction when the exact amount is identified, the difference in cost of material and labor will be adjusted for by change order. 3-10 All existing bike racks affected by the scope of the construction and/or demolition of this project shall be salvaged to owner by the contractor. 3-11 The utility shelf and mop and broom holder as F-oecified in section 10801 Toilet and Bath Accessories shall be provided for the following rooms: Jan. 103, Jan. 171 A, & Jan. 287. The exact locations of installation within each of these rooms shall be identified by owner on site during construction. Page 1 of 3 P:\09032500\Admn\g-Biddmg Negotiation\2-Addenda\Addendum #3\ Architectural\ Addendum 03-text.doc CHANGES TO THE SPECIFICATIONS: 3-12 Owner to furnish carpet materials and contractor to install. Contractor to provide owner with quantities. Contractor to cut and bind owner -furnished carpet for 4" carpet base. Considering this, add the following to spec Section 01100 Summary of Work part 1.1 sub -heading G.a: "Carpet and carpet wall base. (Contractor to cut and bind owner -furnished carpet for 4" carpet base.)" 3-13 Gilsulate materials will be furnished by Owner and installed by Contractor. Contractor to include required use tax. Contractor to provide owner with quantities. Considering this, add the following to spec Section 01100 Summary of Work part 1.1 sub -heading G: "c. Gilsulate" 3-14 Add the attached section 02795 Porous Pavement System to the specifications and specifications index. 3-15 Replace Section 07531 EPDM Membrane Roofing w/ the attached Section 07531 EPDM Membrane Roofing. 3-16 Make the following revisions to specification section 07620: Revise part 2.4 COPING COVER SYSTEM sub -heading A to read as follows: Shop Manufactured 24 gauge, pre -finished metal coping — Kynar 500 finish. 1. Color to match aluminum window system and metal panel system - As seclected from maufactures full range of colors. 3-17 Modify section 08331 OVERHEAD COILING DOORS part 2-Products to include the following list of accepted manufacturers.- 2.1 MANUFACTURERS: A. Available Manufacturers: Subject to compliance with requirements as specified in this section, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Atlas Door Corp.; Div. of Clopay Building Products Co. 2. Overhead Door Corporation. 3. Or equal as approved by Architect. 3-18 In section 08410 ALUMINUM STOREFRONT & ENTRANCES part 2.01 sub -heading B, add US Aluminum as an accepted alternate manufacturer. 3-19 Revise section 08520 ALUMINUM WINDOWS as follows: ■ Modify Part 2.2 sub -heading A to read as follows: A. Ticket Window Type S (see window types sheet AE602): To be manufactured by Nissen & Company, Inc. South ElMonte, California 91733. • In part 2.2 sub -heading A.1.b., delete the following line: "Counter framing to be of fire treated wood or other non-combustible material." 3-20 In section 08912 GLAZED ALUMINUM CURTAIN WALLS make the following revisions: • In part 2.1 sub -heading A, add US Aluminum as an accepted alternate manufacturer. ■ In part 2.1 sub -heading A, delete reference to 4" horizontal extrusion. 3-21 Replace section 09310 CERAMIC TILE part 2.3 TILE PRODUCTS with the attached sheet 2.3 TILE PRODUCTS. This change matches up the specifications with the finish schedule. 3-22 Modify section 09912 PAINTING part 3.8 sub -heading H to the following: H. Concrete Floors: Where indicated on drawings as sealed concrete (SC-1 and SC-2) and beneath any areas called out to receive a walk off mat (WM-1), provide (1) one coat of clear/transparent penetrating epoxy primer/sealer. 1. Product: DUR-A-SHIELD #2 or approved equal. Page 2 of 3 P:\09032500\Admn\g-Bidding Negotiation \ 2-Addenda \ Addendum #3 \ Architectural \ Addendum 03-text.doc CHANGES TO THE ARCHITECTURAL DRAWINGS: 3-23 See attached sheet SDA3.01 for revisions to the Second Level Demolition Plan "Area B" on sheet AD102. 3-24 See attached sheet SDA3.02 for revisions to the Second Level Floor Plan "Area B" on sheet AE102b. 3-25 See attached sheet SDA3.03 for revisions to the Enlarged Exterior Elevation — East on sheet AE203. 3-26 See attached sheet SDA3.04 for revisions to the Window Types and Glazing Schedule on sheet AE602. This includes a new window called out on sheet SDA3.02 and SDA3.03. 3-27 See attached sheet SDA3.05 for revisions to the Room Finish Schedule on sheet AE603. This includes additional painting of a few existing walls in rooms that will be affected by the project — see schedule. 3-28 See attached sheet SDA3.06 for revisions to Wall Section A5/AE321. This revises the 2 hour rated ceiling assembly per the City of Rexburg's requirements. 3-29 See attached sheet SDA3.07 for revisions to detail E2/AE510. This detail corresponds to the changes to wall section A5/AE321 shown on attached sheet SDA3.06. CHANGES TO CIVIL DOCUMENTS: 3-30 See the attached sheet SDC3.01 for changes to the handicap stalls as shown. In addition, provide handicap signs for each of the handicap stalls shown on the original drawings (there are a total of 6 stalls, 4 of which are van accessible). The detail shown is typical for all van accessible stalls and similar (minus sign stating "VAN") for all standard handicap stalls. CHANGES TO SITE DRAWINGS: 3-31 The caliper of trees is to be 1 '/z", see attached sheet SDL3.01 3-32 See attached sheet SDL3.02 for revisions to the site drawings. This revision provides a note calling out the bike rack in the area shown. The other (3) locations of bike racks are called out in the original drawings and in Addendum #1. CHANGES TO MECHANICAL DOCUMENTS: 3-33 See the attached sheet labeled Mechanical Addendum #3 dated June 1, 2005 containing 1 sheet. CHANGES TO ELECTRICAL DOCUMENTS: 3-34 Concerning the quantity of track fixtures specified in fixture note #6 sheet EG101. The note calls for (50) #BTW-165-NK and (40) #BTW-170-16-NK. The quantity of fixtures required is (20) #BTW-170-16-NK to be installed on the F23 trac. All other fixtures called for in note #6 are to be deleted. CHANGES TO STRUCTURAL DRAWINGS: 3-35 See the attached memorandum from Reaveley Engineers labeled Addendum #3 and dated June 1, 2005 for revisions to the structural documents. ATTACHED 30"X42" SHEETS: 3-36 See the structural Addendum #3 referenced above in item number 3-35 for information regarding the attached 30"x42" structural sheets. These sheets supersede and replace their corresponding sheets in the original set of drawings. End of Addendum #3 Page 3 of 3 P:\09032500\Admn\g-Bidding Negotiation\2-Addenda\ Addendum #3\ Architectural\ Addendum 03-text.doc rI1-+1'1tIT. �. CUVJ..D uJ 14-U(rrl nrr-IC Il 1 l_Kt.L:Dt_IY (FHX)a06Z956E I NO.. 059 P. 2?. 001/003 ZGe 21 2901 11s09 FP PidB—RI.RBAMR 205 856 5292 TO 140G21054216 f�.02i0: d,ustable Reinforcement SystemsSUYUr-14118-21 #270 UDDER TYPE EYE WIRE - 20g--75�-973 1 N�cuP� asas,e� �,875,3l9 JD. Summary Chart �� � Ffalsh ®� d Cl MM4d 9 gauge Sdc rods sampamrMu 0 IASiMAM Cbm 1 fma ❑ r� R� ®LA.51ldA61U C.la�9 iinloh ❑ ft Dp Ca]anl>;AS1M AIS3 am Ba 9116's�31�12 SWAS&W LkS UAM) Conenuml Wiresnsv ���al� o g--- aS/xG anrcle"=& Sd= EASMDUUMM vlor cr= &Fmdm H9h11lem 4 Par ee Inc-, ZADEDDL9C Rir0 n Coun WC-SaITE vmw.h-a.t=n SUAIL° vhor�h-b,rerTr 0 HOHMANN & BARMRD, INC. .1999 .k* TOTAL PAGE.D02 ** SECTION 02795 POROUS PAVEMENT SYSTEM PART 1 GENERAL 1.1 SECTION INCLUDES A. Porous pavement system. 1.2 RELATED SECTIONS A. Section 02300 - Earthwork. B. Section 02920 - Lawns and Grasses. 1.3 SYSTEM DESCRIPTION A. Provides vehicular and pedestrian load support over grass areas, while protecting grass from harmful effects of traffic. B. Provides a permeable load support structure for vehicular or pedestrian traffic with an open aggregate or other suitable infill. C. Major Components of the Complete System 1. Grass paver unit 2. Engineered base support soil 3. Selected topsoil, an open aggregate or other suitable infill 4. Selected vegetation (if applicable) D. Both the grass paver unit and base support soil work together to support imposed loading. E. Both the grass paver unit and topsoil contribute to vegetation support. 1.4 SUBMITTALS A. Comply with Section 01330 - Submittal Procedures. B. Product Data: Submit manufacturer's product data. C. Shop Drawings: Submit manufacturer's drawings including general laying pattern. D. Samples: Submit manufacturer's sample of product. E. Material Certification: Submit manufacturer's certification of compliance. F. Installer Qualifications: Submit qualifications of installer. 1. Certification stating installer is experienced in the installation of the specified products. 1.5 QUALITY ASSURANCE A. Installer Qualifications: 1. Experienced in the installation of the specified products. 2. Employs persons trained in the installation of the specified products. BYU IDAHO Eliza R. Snow center for the performing arts POROUS PAVEMENT SYSTEM GEA Project No. 0903.2500 Section 02795-1 1.6 DELIVERY, STORAGE, AND HANDLING A. Delivery: Deliver materials to site in manufacturer's original, unopened containers and packaging, with labels clearly identifying product name and manufacturer. B. Storage: Store materials in accordance with manufacturer's instructions. C. Handling: Protect materials during handling and installation to prevent damage. 1.7 MAINTENANCE SERVICE A. Follow proper turf maintenance practices, once healthy turf has been established. B. Maintenance Service: As specified in Section 02920 - Lawns and Grasses. PART 2 PRODUCTS 2.1 MANUFACTURER A. Presto Products Company, PO Box 2399, Appleton, Wisconsin 54912-2399. Toll Free (800) 548-3424. Phone (920) 738-1118. Fax (920) 738-1222. E-Mail info@prestogeo.com , website www.prestogeo.com OR approved equal. B. Substitutions: No material will be considered as an equivalent to the Geoblock unit specified herein unless it meets all areas of this specification without exception. Manufacturers seeking to supply what they represent as equivalent material must submit records, data, independent test results, samples, certifications, and documentation deemed necessary by the Specifier to prove equivalency. The Specifier shall approve or disapprove other manufacturers materials within 60 days after all submitted information is studied and tested. 2.2 GRASS PAVER UNITS A. Products: Geoblock by Presto Products Company or approved equal. B. Materials: 1. Material: Up to 100 percent recycled polyethylene. 2. Color: Ranges from dark shades of gray to black 3. Color Uniformity: Uniform color throughout all units in pallet. 4. Chemical Resistance: Superior. 5. Carbon Black for Ultraviolet Light Stabilization: 1.5 to 2.0 percent. 6. Unit Minimum Crush Strength at 21 degrees C (70 degrees F): 2,900 kPa (420 psi). 7. Flexural Modulus at 23 degrees C (73 degrees F): 240,000 kPa (35,000 psi). 8. Minimum Deflection Without Breakage When Units Supported at 0.50 in (1.64 feet) Centers at 21 degrees C (70 degrees F): 25 rnrn (1.0 inch). C. Dimensions: 1. Nominal Width x Length: 0.50 m x 1.00 m (1.64 feet x 3.28 feet). BYU IDAHO Eliza R. Snow center for the performing arts POROUS PAVEMENT SYSTEM GEA Project No. 0903.2500 Section 02795-2 2. Nominal Depth: 50 mm (1.97 inches). 2 3. Nominal Coverage Area: 0.50 in (5.38 square feet). 4. Cells per Unit: 72. 5. Cell Size: 79 mm x 81 mm (3.1 inches x 3.2 inches). 6. Top Open Area per Unit: 87 percent. 7. Bottom Open Area per Unit: 40 percent. 8. Interlocking Offset Tabs: 1 tab for each per peripheral cell. Tab system on all edges of unit. 9. Nominal Weight per Unit: 4.49 kg (9.9 pounds). 10. Maximum Unit End -to -End or Side -to -Side Warpage: 6 mm (0.24 inch). D. Runoff: 1. Runoff Coefficient at 63.5 mm (2.5 inches) Per Hour Rainfall: 1.5 percent. E. Strength: 1. Wall Compressive Strength (Simulated Tire Area Loaded): 2,200 kPa (320 psi). a. Test Procedure: Circular plate, 165 mm (6.5 inches) diameter, loaded to failure. 2. Wall Compressive Strength (Full Grass Paver Unit Loaded): 615 kN (138,240 pound -force). a. Test Procedure: Full single unit loaded to failure via flat plate. 2 3. Equivalent Elastic Stiffness: 140 N-m (48,000 pound -square inches). a. Test Procedure: Simply supported Geoblock unit loaded to 25 mm (1 inch) deflection. 4. Joint Shear Strength: 89.0 kN (20,000 pound -force). a. Test Procedure: Direct shear of tabular connection using special apparatus. PART 3 EXECUTION 3.1 EXAMINATION A. Verify site conditions are as indicated on the drawings. Notify the Architect if site conditions are not acceptable. Do not begin preparation or installation until unacceptable conditions have been corrected. 3.2 PREPARATION A. Subgrade Preparation: 1. Prepare subgrade in accordance with manufacturer's instructions. 2. Excavate area allowing for unit thickness and the engineered base depth (where required). 3. Provide adequate drainage from excavated area if area has potential to collect water, when working with in -place soils that have poor permeability. 4. Ensure in -place soil is relatively dry and free from standing water. 5. Uniformly grade base. BYU IDAHO Eliza R. Snow center for the performing arts POROUS PAVEMENT SYSTEM GEA Project No. 0903.2500 Section 02795-3 6. Level and clear base of large objects, such as rocks and pieces of wood. B. Base Preparation: 1. Prepare base in accordance with manufacturer's instructions if base is required. 2. If required, place a geotextile separation layer between the natural ground and the `engineered base'. 3. If required, install the specified sub -drain and outlet according to construction drawings. 4. Place engineered base thickness of [150 mm (6 inches)] 5. Place engineered base of clear stone or crushed rock, homogenously blended with topsoil. 6. Ensure aggregate portion of base is free from fines and has a known percentage void -space of 30% or greater when compacted. Particle size should range in size from 10 to 25 mm (0.375 to 1.0 inch) 7. Add and blend topsoil before placement equal to void percentage in aggregate. 8. Compact the mixture to a density that will provide a minimum California Bearing Ratio of 7%. 9. For non -vegetated systems, the base shall be a well -graded aggregate with a fine content less than 10%, and compacted to a density that will produce a California Bearing Ratio of 7%. Fine content is that portion of the aggregate that passes a #200 sieve. 3.3 INSTALLATION A. Install and infill units in accordance with manufacturer's instructions. B. Installing Units: 1. Place units with round hole to ground. 2. Place units with long direction of unit perpendicular to direction of traffic. [Develop staggered bricklayer pattern by using half units made by field cutting a full unit.] Ensure final seam pattern has seams perpendicular to traffic flow straight and seams parallel to traffic flow staggered. 3. Install unit pattern as indicated on the drawings. a. Bricklayer pattern for access lane applications b. Herringbone pattern for large area with random traffic flow 4. Cut units with a hand or power saw to custom fit contours and around obstructions. 5. Ensure required traffic load transfer and support. 6. Place first row of units against a stationary edge, when available. 7. Slide units together so interlocking tab joint is fully engaged. Units should not protrude above desired surface elevation. 8. Prevent units from shifting during installation with placement of one of the following: a. Temporary wood stakes or permanent metal stakes through holes in units. BYU IDAHO Eliza R. Snow center for the performing arts POROUS PAVEMENT SYSTEM GEA Project No. 0903.2500 Section 02795-4 b. Thread -forming tapping screws or nails through perimeter interlocking tabs. C. Infilling Units — Vegetated Systems: 1. Infill units with a suitable topsoil immediately after units are installed to minimize potential of joint separation. 2. Spread topsoil infill uniformly over units to a level even with the top of the cell wall. 3. Use spreading methods to prevent over -compaction of cell infill. 4. Topsoil: As specified in Section 02920 - Lawns and Grasses. 3.4 DELINEATION A. Delineate the installed Grass Paver system with the following method: 1. in -ground curbing 3.5 FINISHING A. Finish in accordance with manufacturer's instructions. B. Seeding: 1. Follow good seeding, fertilizing, and watering procedures for turf establishment based on regional practices. 2. Increase watering frequency when free draining base materials are used. 3. Seeding: As specified in Section 02920 - Lawns and Grasses. C. Sodding: 1. Sweep out topsoil to allow room to seat the sod. 2. Install young sod free from netting materials. 3. Press sod into partially emptied cells using a roller or other suitable equipment and follow normal watering procedures. 4. Sodding: As specified in Section 02920 - Lawns and Grasses. 3.5 MAINTENANCE — SNOW REMOVAL A. Remove snow using one of the following basic procedures: 1. Keep a metal edged plow blade a minimum of 25 mm (1.0 in) above the surface during plowing operations, or 2. Use a plow blade with a flexible rubber edge, or 3. Use a plow blade with skids on the lower outside corners so the plow blade does not come in contact with the units. END OF SECTION BYU IDAHO Eliza R. Snow center for the performing arts POROUS PAVEMENT SYSTEM GEA Project No. 0903.2500 Section 02795-5 SECTION 07531 - EPDM MEMBRANE ROOFING 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. Adhered membrane roofing system. 2. Roof insulation. B. Related Sections include the following: 1. Division 5 Section "Steel Deck" for furnishing acoustical deck rib insulation. 2. Division 6 Section "Rough Carpentry" for wood nailers, curbs, and blocking. 3. Division 7 Section "Building Insulation" for insulation beneath the roof deck. 4. Division 7 Section "Sheet Metal Flashing and Trim" for metal roof penetration flashings, flashings, and counterflashings. 5. Division 7 Section "Joint Sealants." 6. Division 15 Section "Plumbing Specialties" for roof drains. 1.3 DEFINITIONS A. Roofing Terminology: Refer to ASTM D 1079 and glossary of NRCA's "The NRCA Roofing and Waterproofing Manual" for definition of terms related to roofing work in this Section. B. Design Uplift Pressure: The uplift pressure, calculated according to procedures in SPRI's "Wind Load Design Guide for Fully Adhered and Mechanically Fastened Roofing Systems," before multiplication by a safety factor. C. Factored Design Uplift Pressure: The uplift pressure, calculated according to procedures in SPRI's "Wind Load Design Guide for Fully Adhered and Mechanically Fastened Roofing Systems," after multiplication by a safety factor. 1.4 PERFORMANCE REQUIREMENTS A. General: Provide installed roofing membrane and base flashings that remain watertight; do not permit the passage of water; and resist specified uplift pressures, thermally induced movement, and exposure to weather without failure. B. Material Compatibility: Provide roofing materials that are compatible with one another under conditions of service and application required, as demonstrated by roofing membrane manufacturer based on testing and field experience. BYU IDAHO Eliza R. Snow center for the performing arts EPDM MEMBRANE ROOFING GEA Project No. 0903.2500 Section 07531-1 C. FMG Listing: Provide roofing membrane, base flashings, and component materials that comply with requirements in FMG 4450 and FMG 4470 as part of a membrane roofing system and that are listed in FMG's "Approval Guide" for Class 1 or noncombustible construction, as applicable. Identify materials with FMG markings. 1. Fire/Windstorm Classification: Class IA- 90. 2. Hail Resistance: SH. D. Roofing System Design: Provide a membrane roofing system that is identical to systems that have been successfully tested by a qualified testing and inspecting agency to resist the factored design uplift pressures calculated according to SPRI's "Wind Load Design Guide for Fully Adhered and Mechanically Fastened Roofing Systems." 1. Corner Design Uplift Pressure: 38 lbf/sq. ft. 2. Perimeter Design Uplift Pressure: 32 l.bf/sq. ft. 3. Field -of -Roof Design Uplift Pressure: 25 lbf/sq. ft. 4. Safety Factor: Greater than 1. 5. Importance factor: 1.15 1.5 SUBMITTALS A. Product Data: For each type of product indicated. B. Shop Drawings: For roofing system. Include plans, elevations, sections, details, and attachments to other Work. 1. Base flashings and membrane terminations. 2. Tapered insulation, including slopes. 3. Insulation fastening patterns. C. Samples for Verification: For the following products: 1. 12-by-12-inch (300-by-300-mm) square of sheet roofing, of color specified, including T- shaped side and end lap seam. 2. 12-by-12-inch (300-by-300-mm) square of walkway pads or rolls. D. Installer Certificates: Signed by roofing system manufacturer certifying that Installer is approved, authorized, or licensed by manufacturer to install roofing system. E. Manufacturer Certificates: Signed by roofing manufacturer certifying that roofing system complies with requirements specified in "Performance Requirements" Article. 1. Submit evidence of meeting performance requirements. F. Qualification Data: For Installer and manufacturer. G. Product Test Reports: Based on evaluation of comprehensive tests performed by manufacturer and witnessed by a qualified testing agency, for components of roofing system. H. Research/Evaluation Reports: For components of membrane roofing system. I. Maintenance Data: For roofing system to include in maintenance manuals. BYU IDAHO Eliza R. Snow center for the performing arts EPDM MEMBRANE ROOFING GEA Project No. 0903.2500 Section 07531-2 J. Warranties: Special warranties specified in this Section. K. Inspection Report: Copy of roofing system manufacturer's inspection report of completed roofing installation. 1.6 QUALITY ASSURANCE A. Installer Qualifications: A qualified firm that is approved, authorized, or licensed by roofing system manufacturer to install manufacturer's product and that is eligible to receive manufacturer's warranty. B. Manufacturer Qualifications: A qualified manufacturer that has FMG approval for membrane roofing system identical to that used for this Project. C. Testing Agency Qualifications: An independent testing agency with the experience and capability to conduct the testing indicated, as documented according to ASTM E 548. D. Source Limitations: Obtain components for membrane roofing system from same manufacturer as roofing membrane. E. Fire -Test -Response Characteristics: Provide membrane roofing materials with the fire -test - response characteristics indicated as determined by testing identical products per test method below by UL, FMG, or another testing and inspecting agency acceptable to authorities having jurisdiction. Materials shall be identified with appropriate markings of applicable testing and inspecting agency. 1. Exterior Fire -Test Exposure: Class B; ASTM E 108, for application and roof slopes indicated. 2. Fire -Resistance Ratings: ASTM E 119, for fire -resistance -rated roof assemblies of which roofing system is a part. F. Preliminary Roofing Conference: Before starting roof deck construction, conduct conference at Project site. Comply with requirements for preinstallation conferences in Division 1 Section "Project Management and Coordination." Review methods and procedures related to roof deck construction and roofing system including, but not limited to, the following: 1. Meet with Owner; Architect; Owner's insurer if applicable; testing and inspecting agency representative; roofing Installer; roofing system manufacturer's representative; deck Installer; and installers whose work interfaces with or affects roofing, including installers of roof accessories and roof -mounted equipment. 2. Review methods and procedures related to roofing installation, including manufacturer's written instructions. 3. Review and finalize construction schedule and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays. 4. Examine deck substrate conditions and finishes for compliance with requirements, including flatness and fastening. 5. Review structural loading limitations of roof deck during and after roofing. 6. Review base flashings, special roofing details, roof drainage, roof penetrations, equipment curbs, and condition of other construction that will affect roofing system. 7. Review governing regulations and requirements for insurance and certificates if applicable. 8. Review temporary protection requirements for roofing system during and after installation. BYU IDAHO Eliza R. Snow center for the performing arts EPDM MEMBRANE ROOFING GEA Project No. 0903.2500 Section 07531-3 9. Review roof observation and repair procedures after roofing installation. 1.7 DELIVERY, STORAGE, AND HANDLING A. Deliver roofing materials to Project site in original containers with seals unbroken and labeled with manufacturer's name, product brand name and type, date of manufacture, and directions for storing and mixing with other components. B. Store liquid materials in their original undamaged containers in a clean, dry, protected location and within the temperature range required by roofing system manufacturer. Protect stored liquid material from direct sunlight. 1. Discard and legally dispose of liquid material that cannot be applied within its stated shelf life. C. Protect roof insulation materials from physical damage and from deterioration by sunlight, moisture, soiling, and other sources. Store in a dry location. Comply with insulation manufacturer's written instructions for handling, storing, and protecting during installation. D. Handle and store roofing materials and place equipment in a manner to avoid permanent deflection of deck. 1.8 PROJECT CONDITIONS A. Weather Limitations: Proceed with installation only when existing and forecasted weather conditions permit roofing system to be installed according to manufacturer's written instructions and warranty requirements. 1.9 WARRANTY A. Special Warranty: Manufacturer's standard form, without monetary limitation, in which manufacturer agrees to repair or replace components of membrane roofing system that fail in materials or workmanship within specified warranty period. Failure includes roof leaks. 1. Special warranty includes roofing membrane, base flashings, roof insulation fasteners cover boards walkway products and other components of membrane roofing system. 2. Warranty Period: 15 years from date of Substantial Completion. B. Special Project Warranty: Submit roofing Installer's warranty, on warranty form at end of this Section, signed by Installer, covering Work of this Section, including all components of membrane roofing system such as roofing membrane, base flashing, roof insulation, fasteners, cover boards, substrate boards, vapor retarders, roof pavers, and walkway products, for the following warranty period: 1. Warranty Period: Three years from date of Substantial Completion. BYU IDAHO Eliza R. Snow centerforthe performing arts EPDM MEMBRANE ROOFING GEA Project No. 0903.2500 Section 07531-4 PART 2-PRODUCTS 2.1 MANUFACTURERS A. In other Part 2 articles where subparagraph titles below introduce lists, the following requirements apply for product selection: 1. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the products specified. 2. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the manufacturers specified. 3. Manufacturers: Subject to compliance with requirements, provide products by the manufacturers specified. 2.2 EPDM ROOFING MEMBRANE A. EPDM Roofing Membrane: ASTM D 4637, Type II, scrim or fabric internally reinforced uniform, flexible sheet made from EPDM, and as follows: 1. Available Manufacturers: a. Carlisle SynTec Incorporated. b. Celotex Corporation. C. ERSystems. d. Firestone Building Products Company. e. GenFlex Roofing Systems. f. International Diamond Systems. g. Johns Manville International, Inc. h. Mule -Hide Products Co., Inc. i. Protective Coatings, Inc. j. Roofing Products International, Inc. k. Stafast Roofing Products. 1. Versico Inc. 2. Thickness: 60 mil, nominal. 3. Exposed Face Color: Black. 4. Fully Adhered 5. Reinforced 2.3 AUXILIARY MATERIALS A. General: Auxiliary materials recommended by roofing system manufacturer for intended use and compatible with membrane roofing. 1. Liquid -type auxiliary materials shall meet VOC limits of authorities having jurisdiction. B. Sheet Flashing: 60-mil- (1.5-m n-) thick EPDM, partially cured or cured, according to application. BYU IDAHO Eliza R. Snow center for the oerformingarts EPDM MEMBRANE ROOFING GEA Project No. 0903.2500 Section 07531-5 C. Epichlorohydrin Sheet: 60-nril- (1.5-rrim-) thick, unreinforced flexible sheet with the following typical properties as determined per ASTM test method indicated: 1. Tensile Strength: 1500 psi (10.3 MPa); ASTM D 4l2. 2. Ultimate Elongation: 200 percent; ASTM D 412. 3. Tear Resistance: 150 lb1%in. (26.3 kN/m); ASTM D 412. 4. Brittleness Temperature: Minus 20 deg F (.Minus 29 deg C); ASTM D 746. 5. Resistance to Ozone Aging: No cracks after 168 hours' exposure of 50 percent elongated sample at 104 deg F (40 deg C) and 100-pphm (100-MPa) ozone; ASTM D 1149. 6. Resistance to Oil Aging: 15 percent maximum mass change after 168 hours' immersion in diesel fuel No. 2 at 158 deg F (70 deg C); ASTM D 471. D. Bonding Adhesive: Manufacturer's standard bonding adhesive. E. Cold Fluid -Applied Membrane Adhesive: Manufacturer's standard cold fluid -applied bonding adhesive formulated to adhere fleece -backed roofing membrane to substrate. F. Seaming Material: Manufacturer's standard synthetic -rubber polymer primer and 3-1nch- (75- rnm-) wide minimum, butyl splice tape with release film. G. Lap Sealant: Manufacturer's standard single -component sealant, color to match roofing membrane. H. Water Cutoff Mastic: Manufacturer's standard butyl mastic sealant. I. Metal Termination Bars: Manufacturer's standard predrilled stainless -steel or aluminum bars, approximately I by 118 inch (25 by 3 mm) thick; with anchors. J. Metal Battens: Manufacturer's standard aluminum -zinc -alloy -coated or zinc -coated steel sheet, approximately 1 inch (25 nim) wide by 0.05 inch (1.3 min) thick, prepunched. K. Fasteners: Factory -coated steel fasteners and metal or plastic plates meeting corrosion - resistance provisions in FMG 4470, designed for fastening membrane to substrate, and acceptable to membrane roofing system manufacturer. L. Miscellaneous Accessories: Provide pourable sealers, preformed cone and vent sheet flashings, preformed inside and outside corner sheet flashings, T joint covers, in -seam sealants, termination reglets, cover strips, and other accessories. 2.4 ROOF INSULATION A. General: Provide preformed roof insulation boards that comply with requirements and referenced standards, selected from manufacturer's standard sizes and of thicknesses indicated. B. Polyisocyanurate Board Insulation: ASTM C 1289, Type [I, Class 1 aluminum foil] [II, felt or glass -fiber mat] facer on both major surfaces. 1. [Available ]Manufacturers: a. AlliedSignal Inc.; Commercial Roofing Systems. b. Apache Products Company. C. Atlas Roofing Corporation. d. Carlisle SynTec Incorporated. BYU IDAHO Eliza R. Snow center for the performing arts EPDM MEMBRANE ROOFING GEA Project No. 0903.2500 Section 07531-6 e. Celotex Corporation. f. Firestone Building Products Company. g. GAF Materials Corp. h. GenFlex Roofing Systems. i. Hunter Panels, LLC. j. Johns Manville International, Inc. k. Koppers Industries. 1. RMAX. C. Tapered Insulation: Provide factory -tapered insulation boards fabricated to slope of 1./4 .inch per 12 inches (1:48), unless otherwise indicated. D. Provide preformed saddles, crickets, tapered edge strips, and other insulation shapes where indicated for sloping to drain. Fabricate to slopes indicated. 2.5 INSULATION ACCESSORIES A. General: Furnish roof insulation accessories recommended by insulation manufacturer for intended use and compatible with membrane roofing. B. Fasteners: Factory -coated steel fasteners and metal or plastic plates meeting corrosion - resistance provisions in FMG 4470, designed for fastening roof insulation to substrate, and acceptable to roofing system manufacturer. C. Bonding Adhesive: Manufacturer's standard bonding adhesive formulated to adhere roof insulation to substrate. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with the following requirements and other conditions affecting performance of roofing system: 1. Verify that roof openings and penetrations are in place and set and braced and that roof drains are securely clamped in place. 2. Verify that wood blocking, curbs, and nailers are securely anchored to roof deck at penetrations and terminations and that nailers match thicknesses of insulation. 3. Verify that surface plane flatness and fastening of steel roof deck complies with requirements in Division 5 Section "Steel Deck." 4. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Clean substrate of dust, debris, moisture, and other substances detrimental to roofing installation according to roofing system manufacturer's written instructions. Remove sharp projections. B. Prevent materials from entering and clogging roof drains and conductors and from spilling or migrating onto surfaces of other construction. Remove roof -drain plugs when no work is taking place or when rain is forecast. BYU IDAHO Eliza R. Snow center for the performing arts EPDM MEMBRANE ROOFING GEA Project No. 0903.2500 Section 07531-7 C. Complete terminations and base flashings and provide temporary seals to prevent water from entering completed sections of roofing system at the end of the workday or when rain is forecast. Remove and discard temporary seals before beginning work on adjoining roofing. 3.3 INSULATION INSTALLATION A. Coordinate installing membrane roofing system components so insulation is not exposed to precipitation or left exposed at the end of the workday. B. Comply with membrane roofing system manufacturer's written instructions for installing roof insulation. C. Install tapered insulation under area of roofing to conform to slopes indicated. D. Install one or more layers of insulation under area of roofing to achieve required thickness. Where overall insulation thickness is [:l inch (25 mm)] [2 inches (50 mm)] or greater, install 2 or more layers with joints of each succeeding layer staggered from joints of previous layer a minimum of 6 inches (150 min) in each direction. E. Trim surface of insulation where necessary at roof drains so completed surface is flush and does not restrict flow of water. F. Install insulation with long joints of insulation in a continuous straight line with end joints staggered between rows, abutting edges and ends between boards. Fill gaps exceeding 1/4 inch (6 mm) with insulation. 1. Cut and fit insulation within 1/4 inch (6 mm) of nailers, projections, and penetrations. G. Mechanically Fastened and Adhered Insulation: Install each layer of insulation and secure first layer of insulation to deck using mechanical fasteners specifically designed and sized for fastening specified board -type roof insulation to deck type. 1. Fasten first layer of insulation according to requirements in FMG's "Approval Guide" for specified Windstorm Resistance Classification. 2. Fasten first layer of insulation to resist uplift pressure at corners, perimeter, and field of roof. 3. Install subsequent layers of insulation in a solid mopping of hot roofing asphalt, applied within plus or minus 25 deg F (14 deg C) of equiviscous temperature. 4. Install subsequent layers of insulation in a cold fluid -applied adhesive. 3.4 ADHERED ROOFING MEMBRANE INSTALLATION A. Install roofing membrane over area to receive roofing according to membrane roofing system manufacturer's written instructions. Unroll roofing membrane and allow to relax before installing. B. Start installation of roofing membrane in presence of membrane roofing system manufacturer's technical personnel. C. Accurately align roofing membrane and maintain uniform side and end laps of minimum dimensions required by manufacturer. Stagger end laps. BYU IDAHO Eliza R. Snow center for the performing arts EPDM MEMBRANE ROOFING GEA Project No. 0903.2500 Section 07531-8 D. Bonding Adhesive: Apply bonding adhesive to substrate and underside of roofing membrane at rate required by manufacturer and allow to partially dry before installing roofing membrane. Do not apply bonding adhesive to splice area of roofing membrane. E. Hot Roofing Asphalt: Apply a solid mopping of hot roofing asphalt to substrate at temperature and rate required by manufacturer and install fleece -backed roofing membrane. Do not apply roofing asphalt to splice area of roofing membrane. F. Cold Fluid -Applied Adhesive: Apply cold fluid -applied adhesive to substrate at rate required by manufacturer and install fleece -backed roofing membrane. G. Mechanically or adhesively fasten roofing membrane securely at terminations, penetrations, and perimeter of roofing. H. Apply roofing membrane with side laps shingled with slope of roof deck where possible. I. Adhesive Seam Installation: Clean both faces of splice areas, apply splicing cement, and firmly roll side and end laps of overlapping roofing membranes according to manufacturer's written instructions to ensure a watertight seam installation. Apply lap sealant and seal exposed edges of roofing membrane terminations. Apply a continuous bead of in -seam sealant before closing splice if required by membrane roofing system manufacturer. J. Tape Seam Installation: Clean and prime both faces of splice areas, apply splice tape, and firmly roll side and end laps of overlapping roofing membranes according to manufacturer's written instructions to ensure a watertight seam installation. Apply lap sealant and seal exposed edges of roofing membrane terminations. K. Repair tears, voids, and lapped seams in roofing that does not meet requirements. L. Spread sealant or mastic bed over deck drain flange at deck drains and securely seal roofing membrane in place with clamping ring. M. Install roofing membrane and auxiliary materials to tie in to existing roofing. N. Apply epichlorohydrin sheet over roofing membrane at locations indicated. 3.5 BASE FLASHING INSTALLATION A. Install sheet flashings and preformed flashing accessories and adhere to substrates according to membrane roofing system manufacturer's written instructions. B. Apply bonding adhesive to substrate and underside of sheet flashing at required rate and allow to partially dry. Do not apply bonding adhesive to seam area of flashing. C. Flash penetrations and field -formed inside and outside corners with cured or uncured sheet flashing. D. Clean splice areas, apply splicing cement, and firmly roll side and end laps of overlapping sheets to ensure a watertight seam installation. Apply lap sealant and seal exposed edges of sheet flashing terminations. BYU IDAHO Eliza R. Snow center for the performing arts EPDM MEMBRANE ROOFING GEA Project No. 0903.2500 Section 07531-9 E. Terminate and seal top of sheet flashings and mechanically anchor to substrate through termination bars. 3.6 WALKWAY INSTALLATION A. Flexible Walkways: Install walkway products in locations indicated. Adhere walkway products to substrate with compatible adhesive according to roofing system manufacturer's written instructions. 3.7 FIELD QUALITY CONTROL A. Testing Agency: Owner will engage a qualified independent testing and inspecting agency to perform roof tests and inspections and to prepare test reports. B. Final Roof Inspection: Arrange for roofing system manufacturer's technical personnel to inspect roofing installation on completion and submit report to Architect. 1. Notify Architect or Owner 48 hours in advance of date and time of inspection. C. Repair or remove and replace components of membrane roofing system where test results or inspections indicate that they do not comply with specified requirements. D. Additional testing and inspecting, at Contractor's expense, will be performed to determine compliance of replaced or additional work with specified requirements. 3.8 PROTECTING AND CLEANING A. Protect membrane roofing system from damage and wear during remainder of construction period. When remaining construction will not affect or endanger roofing, inspect roofing for deterioration and damage, describing its nature and extent in a written report, with copies to Architect and Owner. B. Correct deficiencies in or remove membrane roofing system that does not comply with requirements, repair substrates and repair or reinstall membrane roofing system to a condition free of damage and deterioration at time of Substantial Completion and according to warranty requirements. C. Clean overspray and spillage from adjacent construction using cleaning agents and procedures recommended by manufacturer of affected construction. END OF SECTION 07531 BYU IDAHO Eliza R. Snow center for the performing arts EPDM MEMBRANE ROOFING GEA Project No. 0903.2500 Section 07531-10 2.3 TILE PRODUCTS A. Manufacturers: 1. Daltile. 2. Crossville Ceramics. B. Glazed Wall Tile: Flat tile as follows: 1. Module Size: 3"x 6" 2. Thickness: 5/16 inch. 3. Face: Plain with cushion edges. 4. Finish: Bright, clear glaze. 5. Basis -of -Design Product: Daltile, Wall tile (see drawings or finish schedule for location): a. CWT-1: X735 Matte Almond C. Glass Wall Tile Accent Units: Provide shapes as follows, selected from manufacturer's standard shapes: 1. Module Size: 3" x 6". 2. Thickness: 5/16 inch. 3. Face: Plain with cushion edges. 4. Basis -of -Design Product: Daltile, Wall tile (see drawings or finish schedule for location): a. CWT-2; 0182 Suede Gray D. Ceramic Mosaic Trim Units: Matching characteristics of adjoining flat tile and coordinated with sizes and coursing of adjoining flat tile where applicable. E. Ceramic Floor Tile: Flat tile as follows: 1. Module Size: 6" x 6". 2. Basis of Design Product: Crossville Ceramics, Cross Colors Mosaics Floor Tile (see drawings or finish schedule for location): a. CFT-1; A315 Sand Castle UPS F. Stone Floor Tile: Flat tile as follows: 1. Module Size: 16" x 16". 2. Basis of Design Product: Alpine Tile, Limestone tile (see drawings or finish schedule for location): a. FT-1; Sheffield Beige. To match Architect's sample. G. Stone Floor Tile: Flat tile as follows: 1. Size: Full slabs for stair treads and landings. 2. Basis of Design Product: Universal Slate Stone & Tile, Granite slab, (see drawings or finish schedule for location): a. FT-2; Black Diamond, Flamed Finish. To match Architect's sample. H. Stone Floor Tile: Flat tile as follows: 1. Size:16"x16". 2. Basis of Design Product: Universal Slate Stone & Tile, Granite tile, (see drawings or fin- ish schedule for location): a. FT-3; Black Diamond, Flamed Finish. To match Architect's sample. BYU IDAHO Eliza R. Snow center for the performing arts CERAMIC TILE GEA Project No. 0903.2500 Section 09310-4 HAL 2 'REF: SEE A5/AD102 Gould A GEA Affiliate Evans Salt Loke City, UT Associates, L.C. I Second Level Demolition Plan 1 /8" = 1'-0" A5 • Eliza R. Snow center for the performing arts addition I remodel Rexburg, Idl-ho Y1 STUDO 48 INFILL EXISTING OPENING W/ 8" CMU. WHERE 71 EXPOSED TO EXTERIOR PROVIDE BRICK VENEER IN ADDITION TO THE BLOCK. 249 S1UDIO 2 ,.r, INFILL EXISTING OPENING W/ 8" CMU AND BRICK 3 VENEER ABOVE AND \ BELOW NEW WINDOW. I IALL`4M L"-I✓ oEF: SEE A5/AE102b STUCEQ = Second Level Floor Plan "Area B" 1 /8" = 1'-0" A5 10 Gould • Eliza R. Snow A GEA Affiliate Evans center for the performing arts Salt Lake City. UT A WS.L.C. addition � remodel w £g ; I'ao 1.1 INFILL EXISTING \ 217 3 OPENING W/ 8" INFILL CMU AS SHOWN ON PLANS AND EXISTING BRICK VENEER OPENING WHERE EXPOSED W/ 8- CMU TO EXTERIOR. AND BRICK VENEER ABOVE AND - 4.2 BELOW NEW .1 SHOWN. WINDOW AS .............. l FE NO C5 "' W D AE206 ''i M () CDO U Enlarged Exterior Elevation - East 1/8" = 1'-0" C5 'qEF: SEE C5/AE203 0 Gould • Eliza R. Snow Salt iakercry, ur > ns center for the performing arts A%mates,L.C. addition I remodel Rexburg, Idaho GLAZING SCHEDULE: 1" INSULATED LOW-E PPG S-BAN 60 BRONZE OR EQUAL O2 1" INSULATED LOW-E TEMPERED PPG S-BAN 60 BRONZE OR EQUAL O1" INSULATED LOW-E HEAT STRENGTHENED PPG S-BAN 60 BRONZE OR EQUAL O1/4" CLEAR GLASS O1/4" CLEAR TEMPERED GLASS 6 1/4" CLEAR WIRE GLASS 3 7O 1" INSULATED LOW-E (IGU), j HOUR FIRE -RATED GLAZING (GLASS CERAMIC), CLEAR (NO WIRE), TINTED TO MATCH EXISTING WINDOWS. a a I REF: SEE A6/AE602 0 Gould A GEA Affiliate Evans Salt Lake City, UT Associates, L.C. A SIM C6 E53 2» 1, 8„ $» 1,- NJ 'I 2„ 2 O O I4/ /// METAL INFILL PANEL TO MATCH MULLIONS. 3/4 HOUR FIRE -PROTECTION RATED WINDOW SYSTEM FINISH FLOOR O Q Window Types 1/4" = 1'-0" A6 it= � � ,, • Eliza R. Snow � R center for the performing arts � 06.0.05 addition I remodel _,xb r , Kaho SDA3.04 PARE OF ADDENDUM i3 W N U U O ^` O V,J C U U) 0 O I 1 O O Wall Section 112" = 1'-0" QEFR SEE A5/AE321 Gould • Eliza R. Snow Sat LGEake City, UT Evans center for the performing arts tes.L.C. addition � remodel Rexbuq , Idaho NG SECOND LEVEL 113'-0" ING LAY -IN JG, PATCH AND R ING BRICK =R, PATCH AND R TO MATCH ;ENT SURFACES ING CONCRETE PATCH AND R FLOOR i A5 MAIN LEVEL 100'-0" °EF: SEE E2/AE510 0 Gould A GFA Affiliate Evans Salt Lake City, Ui Associates, L.C. U 1. EXISTING BUILDING 2. (1) LAYER '/,," GYf BD BOARD 1 3. 6" METAL STUDS 16" O.C. 7 4. 3 5/B" METAL i 4 STUDS @ 16" O.C. . ........ _... _....._.. g 5. 1 -7 METAL STUDS © 16" O.C. 6. (2) LAYERS" 3 - TYPE 'X' GYP. BD. 4 ( ( EA. SIDE (2 HR. _- -- ASSEMBLY) 6 3 - . - 7. FIRE CAULK ALL 7 SEAMS AND JOINTS. 4 4 8. R-13 31" FACED MINERAL —FIBER 5 BLANKET INSULATIO 2 wall and ceiling detail FLXI2131313 SCALE: 1" = 1'-0" E2 • Eliza R. Snow center for the performing arts addition I remodel ReNbur,i, Idaho 12" X 18" HANDICAP PARKING SIGN, 18 GA. STEEL. SUPPLIED BY 12" OWNER, INSTALLED BY GENERAL CONTRACTOR RESERVED PARKING 2 112" HIGH LETTERS, WITH 18" AVERAGE WIDTH OF 2", STROKE WIDTH OF 318" INTERNATIONAL SYMBOL OF VAN ACCESSIBILITY, STROKE ACCESSIBLE WIDTH OF 112" 4 2" X 2" X 1/8" GALV. STEEL TUBE CLOSE TOP WITH CAP PLATE; GRIND SMOOTH 4 FIN/SHED GRADE L',"�MATERIAL VARIES 1 _6..-I I I� F,U `-,—SUBGRADE REF: SEE SHEET C500 HANDI—CAP SIGN N Gould , Eliza R. Snow 1EA o e Vans Sall Lakek, CitUT center for the performing arts A&w1juz LC. addition remodel Rexburg, Idaho SCALE: 1" = 20' -T Owm Kli Checked Ff Piojed no. 0?03.25IX1 Dale osai.os SDC3.01 PLANT SCHEDULE: SYM. I CITY. I BOTANICAL NAME COMMON NAME SIZE REMARKS Z COMMENTS ORNAMENTAL / FLOWERING TREES (SMALL TREES) MS 6 Malus 'Spring Snow' SPRING SNOW CRABAPPLE 1—Y" CAL. STRAIGHT TRUNK, WELL —BRANCHED SHRUBS BT 19 Berberis thunbergii 'Crimson Pygmy' CRIMSON PYGMY BARBERRY 2 GAL. DENSE, FULL, HEALTHY, WELL —ROOTED CS 21 Cornus sericea 'Kelseyi' DWARF RED—TIG DOGWOOD 3 GAL. HEALTHY, FULL IN POT JH 14 Juniperus horizontalis 'Wiltonii' BLUE RUG JUNIPER 2 GAL. HEALTHY, FULL IN POT TMP 12 Tons x media 'Dark Green Pyramidalis' DARK GREEN PYRAMIDAL YEW 5 GAL. HEALTHY, FULL IN POT TMT 23 Taxus x media 'Tauntonii' TAUNTON YEW 2 GAL. HEALTHY, FULL RF 12 Rhamnus frangula 'Asplenifolia' CUTLEAF BUCKTHORN 5 GAL. HEALTHY, FULL IN POT PF 21 Potentillo fruticosa 'Goldfinger' GOLDFINGER POTENTILLA 2 GAL. HEALTHY, FULL IN POT PM 24 Pinus mugo pumilio MUGHO PINE 3 GAL. HEALTHY, FULL IN POT NOTE: ALL DISTURBED AREAS TO BE SEEDED W/ PREMIUM KENTUCKY BLUEGRASS BLEND °EF: SEE VAS104 [a Gould A GEA Affiliate Evans Solt Lake City, UT Associates, L C. • Eliza R. Snow center for the performing arts addition � remodel Rewbur9l Idaho FINISH. GALVANIZED SKU: GR I 10-G d 'EF-. SEE 1/AS101 a Gould A GEA Affiliate Evans Sall Lake City, UT Assmiates,L.C. - Eliza R. Snow center for the performing ails addition I remodel Rexburg, Idaho 0 SCALE: 1' -- 10' BYU IDAHO Eliza R. Snow Center for the Performing Arts MECHANICAL ADDENDUM #3 June 1, 2005 Bidders on the above captioned project will be governed by the following corrections and/or clarifications to the original issue of specifications and drawings. This addendum becomes part of the Contract Documents. All changes included herein shall not be limited to the sheet, page, detail, or paragraph indicated, but shall apply to all references to that item in any part of the contract documents. SPECIFICATIONS 15300 — FIRE SPRINKLER SYSTEM Item 1: As suggested by the contractor and accepted by Brigham Young University Idaho the requirement for fire sprinkler protection of the new crawl spaces is to be deleted. The crawl space may be utilized for main pipe routing. See drawings AE10Ba, AEIOBb, and AE10Bc for extent of crawl space areas. DRAWINGS DRAWING ME503 Item 1: Reference details 6 & 7 ME503. All piping and fittings between the shutoff ball valves and the heating coil shall be copper or bronze construction. The ball valves shall be as specified, the strainers shall be Watts 777 Series, cast bronze body, wye-pattern, 400 psig WSP at 210°F, 20 mesh 304SS screen, US manufactured threaded connections. The control valves shall have bronze bodies, threaded connections 400 psig WSP at 210°F. All other specialties as specified. 'J A C I :4 MEMORANDUM Date Wednesday, June 1, 2005 To Joe Smith, Gould Evans From Corey Price cprice@reaveley.com Mark Harris mharris@reaveley.com Subject BYU Idaho Center for the Performing Arts Addition/Remodel- Addendum #3 Addendum #3 June 1, 2005 SHEET SE001 1. Change I.A. to "Governing Building Code: 2003 International Building Code (MC)„ 2. Change I.D.3 Spectral Response Acceleration "Sds" to Sds= 0.33 g. SHEET SF101A 1. Add Detail Reference D5/SF501 at the northernmost W8xl5 between grids AE and AF. 2. Add Detail Reference Cl/SF601 at the east end of the W8xl5 at grid A7 and AF. 3. Add Detail Reference C4/SF502 at the east end of the W12xl9 at grid A3 and AF. 4. Move Detail Reference C3/SF502 TYP to the east end of the W8x10 at grid A3 between AG and AH. SHEET SF101Ad 1. Replace sheet with attached sheet SF101Ad. SHEET SF101Bd 1. Replace sheet with attached sheet SF10113d. SHEET SF102Ad 1. Replace sheet with attached sheet SF102Ad. Consulting Engineers 1515 S 1100 East n Salt Lake City, Utah 84105-2424 (j��( phone (801) 486-3883 fax (801) 485-0911 BYU Idaho Center for the Performing Arts Addition/Remodel- Addendum #3 6/l/05 SHEET SF102Bd Replace sheet with attached sheet SF102Bd. SHEET SF102C Replace sheet with attached sheet SF102C. SHEET SF103Ad Replace sheet with attached sheet SF103Ad. SHEET SF103Bd Replace sheet with attached sheet SF103Bd. SHEET SF103C Re -space the south 12K joists at the east and west spaces between the masonry wall and the first joist to be equal. The joists on both sides of the masonry wall along grid CB shall be re -spaced as such. 1515 StI 1 East 1515 S ] 100 East Salt Lake City, Utah 84105-2424 d phone (801) 486-3883 fax (801) 485-0911 Page 2