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Project Manual
PROJECT MANUAL OWNER or TENANT O’Reilly Automotive Stores, Inc., A Missouri Corporation (formerly known as O’Reilly Automotive, Inc.) Corporate Offices 233 South Patterson Springfield, MO 65802 417-862-2674 Phone New O’Reilly Auto Parts Store 1101 N. Illinois Street Harrisburg, Arkansas Date: April 26, 2021 ARCHITECT pb2 architecture + engineering 2809 Ajax Avenue, Suite 100 Rogers, Arkansas 72758 Project Number: 2021.0102 DOCUMENT 00 01 05 CERTIFICATION PAGE HARRISBURG, AR TO THE BEST OF MY PROFESSIONAL KNOWLEDGE AND BELIEF, THESE CONTRACT DOCUMENTS HAVE BEEN PREPARED IN ACCORDANCE WITH LOCAL AND STATE CODE REQUIREMENTS. ARCHITECT Scott Joseph Broadbent 2809 Ajax Avenue, Suite 100 Rogers, AR 72758 Architect of Record Date CERTIFICATION PAGE (Revised 09/01/17) 00 01 05-1 MECHANICAL ENGINEER Josh Dale McCall 2809 Ajax Avenue, Suite 100 Rogers, AR 72758 Mechanical Engineer of Record Date CERTIFICATION PAGE (Revised 09/01/17) 00 01 05-1 ELECTRICAL ENGINEER Keith Allen Williams 2809 Ajax Avenue, Suite 100 Rogers, AR 72758 Electrical Engineer of Record Date CERTIFICATION PAGE (Revised 09/01/17) 00 01 05-1 DOCUMENT 00 01 10 TABLE OF CONTENTS HARRISBURG, AR INTRODUCTORY INFORMATION 00 01 01 Project Title Page 00 01 05 Certification Page (Revised 09/01/17) 00 01 10 Table of Contents (Revised 02/21/20) 00 01 15 List of Drawings (Revised 07/10/18) BIDDING REQUIREMENTS, CONTRACT FORMS, AND CONDITIONS OF THE CONTRACT 00 21 00 Instructions to Bidders (Revised 06/26/13) 00 31 00 Information Available to Bidders (Revised 04/25/19) 00 40 00 Bid Form -
Classic Gray a Stylish Terrace at a New Italian Auditorium Secrets of Self-Levelers
2010/11 Decorative Concrete Buyer’s Guide Vol. 10 No. 4 • May/June 2010 • $6.95 ® Classic Gray A stylish terrace at a new Italian auditorium Secrets of Self-Levelers MARCH 15–18, 2011 NASHVILLE www.ConcreteDecorShow.com A Professional Trade Publications Magazine Have You Topp e d Yo u r s e l f Lately? Concrete Decor magazine is seeking submissions for the 2010 Concrete Countertop Design Competition. Submit your favorite projects today! Countertop submissions may be submitted in two categories: Residential and Commercial/Public. Each entry will be evaluated by a panel of experts on the following criteria: - Aesthetic appeal - Functionality - Creativity and originality - Design challenges that were overcome - How well the countertop complements its surroundings Each entry must include a brief explanation of the project, describing the ways in which it meets these criteria. Entries must also include print-quality photos of the finished project. Winners will receive prize packages worth more than $1,000 supplied by our industry- leading sponsors. Note: Only projects completed on or after January 1, 2009, are eligible. Deadline: All entries must be submitted by July 14, 2010. To enter: Access the nomination form at www.concretedecor.net/Forms/ Concrete_Countertop_Contest.cfm Questions? Contact: [email protected] (877) 935-8906 x204 SPONSORED BY Publisher’s Letter Dear Readers, I was talking with one of our advertisers this past week, and we agreed that business is steadily improving. Refl ecting on our days as contractors, May/June 2010 • Volume 10 we also were of the opinion that any contractor who Issue No. 4 • $6.95 wants to be busy will fi nd the work. -
General Product Catalogue
Solutions In Concrete Construction GENERAL PRODUCT CATALOGUE Other Available Catalogues • Concrete Forming Systems • Bridge Deck Forming and Hanging Systems • Precast Concrete Products • Concrete Anchoring Systems • Rock Anchoring and Bolt Systems www.nca.ca Call Us Toll Free: 1-888-777-9272 LOCATIONS Alberta Western Division Calgary Edmonton Red Deer 14760 - 116th Avenue NW 3834 54th Avenue S. E. 14760 - 116th Avenue NW #5, 7803 - 50 Avenue With over 45 years of experience, National Concrete Accessories (NCA), is Canada’s Edmonton, AB T5M3G1 Calgary, AB T2C2K9 Edmonton, AB T5M3G1 Red Deer, AB T4P1M8 leading manufacturer and distributor of concrete accessories. With 14 branches across Tel: (780) 451-1212 Tel: (403) 279-7089 Tel: (780) 451-1212 Tel: (403) 342-0210 Canada, including manufacturing plants in Toronto and Edmonton, we are your one-stop Fax: (780) 455-0827 Fax: (403) 279-4397 Fax: (780) 455-0827 Fax: (403) 341-3245 shop for concrete form hardware, accessories and construction products. Specializing in product variety, quality and superior service, we distribute a complete line of construction British Columbia and restoration products, including tools & equipment, decorative concrete, and building envelope products. NCA works in partnership with premium brands such as, Acrow- Burnaby Kamloops Kelowna Prince George Richmond, DOW, Sika, Makita, W.R. Meadows, Bosch, Mapei, Titebond, UCAN, 7885 Venture Street 855 Laval Crescent 1948 Dayton Street #101- 2050 Robertson Road Husqvarna, Xypex, Butterfield Color, Marshalltown and Chapin to provide you with the Burnaby, BC V5A1V1 Kamloops, BC V2C5P2 Kelowna, BC V1Y7W6 Prince George, BC V2N1X6 Tel: (604) 435-6700 Tel: (250) 374-6295 Tel: (250) 717-1616 Tel: (250) 614-1212 best cost-effective solutions to meet your concrete job requirements. -
Makes It Easy
PROUDLY SUPPORTED BY PROUD MEDIA PARTNER CONCRETE INSTITUTE of AUSTRALIA CONSTRUCTION ENGINEERING AUSTRALIA APRIL 2017 V3.02 ACRS MAKES IT EASY CONSTRUCTION Expert, Independent, CIVIL WORKS Third-Party Steel Certification CIVIL ENGINEERING to Australian and PRINT POST APPROVED - 100001889 New Zealand Standards Keynote Speakers Professor Tim Ibell Professor Karen Scrivener Ms Louise Adams Professor Doug Hooton Mr Peter McBean Professor Des Bull Invited Speakers Mr Mike Schneider Dr Stuart Matthews Conference Registration Now Open Concrete 2017 includes • Quality Technical Program Early Bird Registration pricing • Cement and Durability Workshops will close 26 June 2017 • Huge Trade Exhibition • Gala “Awards for Excellence in Concrete” Dinner • Social and Networking Events 28th Biennial Conference hosted by Conference Partner www.concrete2017.com.au APRIL 2017 contents Volume 3 Number 2 Published by: 2 Editorial Editorial and Publishing Consultants Pty Ltd ABN 85 007 693 138 PO Box 510, Broadford 4 Industry News Victoria 3658 Australia Phone: 1300 EPCGROUP (1300 372 476) Int’l: +61 3 5784 3438 Fax: +61 3 5784 2210 10 Cover Feature: ACRS www.epcgroup.com Publisher and Managing Editor Project Brief: State Library Victoria Anthony T Schmidt 14 8 Phone: 1300 EPCGROUP (1300 372 476) Mobile: 0414 788 900 Email: [email protected] 16 Performance Flooring Deputy Editor Rex Pannell Mobile: 0433 300 106 20 Acoustic Design Email: [email protected] National Advertising Sales Manager 22 Special Report: IFS Servitisation Yuri Mamistvalov Phone: 1300 EPCGROUP -
Concrete Polishing System 3
EXIT a. Remove existing floor coatings and level floor by grinding with 80-grit metal-bonded diamonds. Depending on the existing flooring conditions. Substitutions: This is a closed specification, no substitutions allowed for system or materials provided by these Multiple passes may be required. vendors. Vendor contact names could possibly change, if so, ask for new contact for Family Dollar account. 2. Apply concrete densifier to deeply saturate floor. CONCRETE POLISHING SYSTEM 3. Floor Closure Polishing: 2.02 EQUIPMENT TO BE USED FOR INSTALLATION a. Remove 80-grit metal-bonded diamond scratches by grinding 100-grit resin-bonded diamonds. Multiple passes may be required. PART 1 GENERAL b. Remove 100-grit resin-bonded diamond scratches by grinding 400-grit resin-bonded diamonds. Multiple passes may be required. A. Floor Grinder: c. Achieve light-reflective finish when viewed from a distance of 30 feet by grinding with 800-grit resin-bonded diamonds. Multiple passes may be 1.01 SUMMARY 1. Model: Concrete Polishing Solutions "G-320". (or equivalent) required. 2. Type: Multi-orbital, planetary-action, opposing-rotational, diamond-headed floor grinder. 4. Perimeter Polishing: A. Work in this section applies to polishing concrete floor surfaces to a desired finish with the incorporation of concrete densifier(s). 3. Weight: 850 pounds. a. Maintain a 6" unfinished perimeter around Sales Floor. When completed with polishing, paint ´ strip semi-glass Low V.O.C. Black by Benjamin 4. Grinding Pressure: 675 pounds. Moore. B. Related Work: 5. Grinding Width: 32 inches. b. 0DLQWDLQDXQILQLVKHGSHULPHWHUDURXQG6DOHV6XSSRUW$UHD)ORRU:KHQFRPSOHWHGZLWKSROLVKLQJSDLQW´VWULSVHPLJODVV/RZ92& 1. Section Cast in Place Concrete 6. -
Fund Holdings
Wilmington International Fund as of 7/31/2021 (Portfolio composition is subject to change) ISSUER NAME % OF ASSETS ISHARES MSCI CANADA ETF 3.48% TAIWAN SEMICONDUCTOR MANUFACTURING CO LTD 2.61% DREYFUS GOVT CASH MGMT-I 1.83% SAMSUNG ELECTRONICS CO LTD 1.79% SPDR S&P GLOBAL NATURAL RESOURCES ETF 1.67% MSCI INDIA FUTURE SEP21 1.58% TENCENT HOLDINGS LTD 1.39% ASML HOLDING NV 1.29% DSV PANALPINA A/S 0.99% HDFC BANK LTD 0.86% AIA GROUP LTD 0.86% ALIBABA GROUP HOLDING LTD 0.82% TECHTRONIC INDUSTRIES CO LTD 0.79% JAMES HARDIE INDUSTRIES PLC 0.78% DREYFUS GOVT CASH MGMT-I 0.75% INFINEON TECHNOLOGIES AG 0.74% SIKA AG 0.72% NOVO NORDISK A/S 0.71% BHP GROUP LTD 0.69% PARTNERS GROUP HOLDING AG 0.65% NAVER CORP 0.61% HUTCHMED CHINA LTD 0.59% LVMH MOET HENNESSY LOUIS VUITTON SE 0.59% TOYOTA MOTOR CORP 0.59% HEXAGON AB 0.57% SAP SE 0.57% SK MATERIALS CO LTD 0.55% MEDIATEK INC 0.55% ADIDAS AG 0.54% ZALANDO SE 0.54% RIO TINTO LTD 0.52% MERIDA INDUSTRY CO LTD 0.52% HITACHI LTD 0.51% CSL LTD 0.51% SONY GROUP CORP 0.50% ATLAS COPCO AB 0.49% DASSAULT SYSTEMES SE 0.49% OVERSEA-CHINESE BANKING CORP LTD 0.49% KINGSPAN GROUP PLC 0.48% L'OREAL SA 0.48% ASSA ABLOY AB 0.46% JD.COM INC 0.46% RESMED INC 0.44% COLOPLAST A/S 0.44% CRODA INTERNATIONAL PLC 0.41% AUSTRALIA & NEW ZEALAND BANKING GROUP LTD 0.41% STRAUMANN HOLDING AG 0.41% AMBU A/S 0.40% LG CHEM LTD 0.40% LVMH MOET HENNESSY LOUIS VUITTON SE 0.39% SOFTBANK GROUP CORP 0.39% NOVARTIS AG 0.38% HONDA MOTOR CO LTD 0.37% TOMRA SYSTEMS ASA 0.37% IMCD NV 0.37% HONG KONG EXCHANGES & CLEARING LTD 0.36% AGC INC 0.36% ADYEN -
FACTSHEET - AS of 29-Sep-2021 Solactive Swiss Large Cap Index (GTR)
FACTSHEET - AS OF 29-Sep-2021 Solactive Swiss Large Cap Index (GTR) HISTORICAL PERFORMANCE 250 200 150 100 Jan-2010 Jan-2012 Jan-2014 Jan-2016 Jan-2018 Jan-2020 Solactive Swiss Large Cap Index (GTR) CHARACTERISTICS ISIN / WKN DE000SLA0Q39 / SLA0Q3 Base Value / Base Date 100 Points /18.12.2009 Bloomberg / Reuters SOLSWIGR Index / .SOLSWIGR Last Price 261.33 Index Calculator Solactive AG Dividends Reinvested (Total Return Index) Index Type Total Return Calculation 9:00 am to 10:50 pm (CET), every 15 seconds Index Currency CHF History Available daily back to 18.12.2009 Index Members 20 FACTSHEET - AS OF 29-Sep-2021 Solactive Swiss Large Cap Index (GTR) STATISTICS 30D 90D 180D 360D YTD Since Inception Performance -6.42% -2.96% 6.32% 14.83% 11.53% 161.33% Performance (p.a.) - - - - - 8.50% Volatility (p.a.) 12.30% 10.55% 10.05% 11.70% 10.48% 15.34% High 279.26 281.16 281.16 281.16 281.16 281.16 Low 258.11 258.11 246.16 211.99 229.04 78.35 Sharpe Ratio -4.50 -1.09 1.32 1.29 1.50 0.55 Max. Drawdown -7.58% -8.20% -8.20% -8.20% -8.20% -28.42% VaR 95 \ 99 -19.4% \ -34.0% -23.4% \ -43.7% CVaR 95 \ 99 -27.0% \ -41.4% -37.4% \ -65.0% COMPOSITION BY CURRENCIES COMPOSITION BY COUNTRIES CHF 100.0% CH 100.0% TOP COMPONENTS AS OF 29-Sep-2021 Company Ticker Country Currency Index Weight (%) NESTLE SA NESN SE Equity CH CHF 23.20% ROCHE HOLDING AG ROG SE Equity CH CHF 17.83% NOVARTIS AG NOVN SE Equity CH CHF 14.22% ZURICH INSURANCE GROUP AG ZURN SE Equity CH CHF 4.56% UBS GROUP AG UBSG SE Equity CH CHF 4.09% LONZA GROUP AG LONN SE Equity CH CHF 4.07% ABB LTD-REG -
Determining the Slag Fraction, Water/Binder Ratio and Degree of Hydration in 2 Hardened Cement Pastes 3 4 * 5 M.H.N
Cement & Concrete Research (2014) 56, 171-181 1 Determining the slag fraction, water/binder ratio and degree of hydration in 2 hardened cement pastes 3 4 * 5 M.H.N. Yio , J.C. Phelan, H.S. Wong and N.R. Buenfeld 6 7 8 Concrete Durability Group, Department of Civil and Environmental Engineering, Imperial College London, SW7 2AZ, 9 UK 10 11 12 Abstract 13 14 15 A method for determining the original mix composition of hardened slag-blended cement-based materials based on 16 analysis of backscattered electron images combined with loss on ignition measurements is presented. The method does 17 not require comparison to reference standards or prior knowledge of the composition of the binders used. Therefore, it 18 is well-suited for application to real structures. The method is also able to calculate the degrees of reaction of slag and 19 cement. Results obtained from an experimental study involving sixty samples with a wide range of water/binder (w/b) 20 ratios (0.30 to 0.50), slag/binder ratios (0 to 0.6) and curing ages (3 days to 1 year) show that the method is very 21 promising. The mean absolute errors for the estimated slag, water and cement contents (kg/m3), w/b and s/b ratios were 22 9.1%, 1.5%, 2.5%, 4.7% and 8.7%, respectively. 91% of the estimated w/b ratios were within 0.036 of the actual values. 23 24 25 Keywords: Backscattered electron imaging; Image analysis; Slag; Water-binder ratio; Degree of hydration 26 27 28 29 30 31 32 * Corresponding author. -
Sika Capital Bv
IMPORTANT: You must read the following disclaimer before continuing. The following disclaimer applies to the attached document and you are advised to read this disclaimer carefully before reading, accessing or making any other use of the attached document. In accessing the document you agree to be bound by the following terms and conditions, including any modifications to them from time to time, each time you receive any information from us as a result of such access. The attached document is intended for the addressee only. THE ATTACHED DOCUMENT MAY NOT BE FORWARDED OR DISTRIBUTED TO ANY OTHER PERSON AND MAY NOT BE REPRODUCED IN ANY MANNER WHATSOEVER. THE BONDS (THE "BONDS") REFERENCED IN THE ATTACHED DOCUMENT MAY ONLY BE DISTRIBUTED IN "OFFSHORE TRANSACTIONS" TO PERSONS OUTSIDE THE UNITED STATES, AND AS PERMITTED BY, THE US SECURITIES ACT OF 1933 (THE "SECURITIES ACT"). ANY FORWARDING, REDISTRIBUTION OR REPRODUCTION OF THIS DOCUMENT IN WHOLE OR IN PART IS UNAUTHORISED. FAILURE TO COMPLY WITH THIS DIRECTIVE MAY RESULT IN A VIOLATION OF THE SECURITIES ACT OR THE APPLICABLE LAWS OF OTHER JURISDICTIONS. NOTHING IN THIS ELECTRONIC TRANSMISSION CONSTITUTES AN OFFER OF BONDS FOR SALE IN THE UNITED STATES OR ANY OTHER JURISDICTION WHERE IT IS UNLAWFUL TO DO SO. THE BONDS HAVE NOT BEEN, AND WILL NOT BE, REGISTERED UNDER THE SECURITIES ACT, OR THE SECURITIES LAWS OF ANY STATE OR OTHER JURISDICTION OF THE UNITED STATES, AND THE BONDS MAY NOT BE OFFERED OR SOLD EXCEPT IN AN OFFSHORE TRANSACTION IN ACCORDANCE WITH RULE 903 OR RULE 904 OF REGULATION S UNDER THE SECURITIES ACT, IN EACH CASE IN ACCORDANCE WITH ANY APPLICABLE SECURITIES LAWS OF ANY STATE OF THE UNITED STATES OR PURSUANT TO AN EXEMPTION FROM, OR IN A TRANSACTION NOT SUBJECT TO, THE REGISTRATION REQUIREMENTS OF THE SECURITIES ACT AND APPLICABLE STATE OR LOCAL SECURITIES LAWS. -
Convertible Bonds Due 2025
NOT FOR DISTRIBUTION IN OR INTO THE UNITED STATES OF AMERICA OR OTHERWISE OTHER THAN TO PERSONS TO WHOM IT CAN LAWFULLY BE DISTRIBUTED—THIS OFFERING IS AVAILABLE ONLY TO ADDRESSEES OUTSIDE OF THE UNITED STATES, SUBJECT TO CERTAIN RESTRICTIONS IMPORTANT: You must read the following before continuing. The following disclaimer applies to the attached prospectus (the "Prospectus") accessed via internet or otherwise received as a result of such access and you are therefore advised to read this disclaimer page carefully before reading, accessing or making any other use of the attached Prospectus. In accessing the attached Prospectus, you agree to be bound by the following terms and conditions, including any modifications to them from time to time, each time you receive any information from us as a result of such access. NOTHING IN THIS ELECTRONIC TRANSMISSION CONSTITUTES AN OFFER OF SECURITIES FOR SALE IN ANY JURISDICTION WHERE IT IS UNLAWFUL TO DO SO. IN PARTICULAR, ANY SECURITIES TO BE ISSUED HAVE NOT BEEN, AND WILL NOT BE, REGISTERED UNDER THE U.S. SECURITIES ACT OF 1933, AS AMENDED (THE "U.S. SECURITIES ACT"), OR THE SECURITIES LAWS OF ANY STATE OF THE UNITED STATES OF AMERICA OR OTHER JURISDICTION AND MAY NOT BE OFFERED OR SOLD IN THE UNITED STATES, CANADA, JAPAN, AUSTRALIA OR ITALY OR ANY OTHER JURISDICTION WHERE TO DO SO WOULD CONSTITUTE A VIOLATION OF THE RELEVANT LAWS OF SUCH JURISDICTION. YOU ARE NOT AUTHORIZED TO, AND YOU MAY NOT, FORWARD OR DELIVER THE ATTACHED PROSPECTUS, ELECTRONICALLY OR OTHERWISE, TO ANY OTHER PERSON OR REPRODUCE SUCH PROSPECTUS IN ANY MANNER WHATSOEVER. -
Feasibility Study of Functionalized Graphene for Compatibility With
Feasibility study of functionalized graphene for compatibility with cement hydrates and reinforcement steel Master of Science Thesis in the Master’s Program Structural Engineering and Building Technology SOFIA SIDERI Department of Civil and Environmental Engineering Division of Building Technology Building Materials CHALMERS UNIVERSITY OF TECHNOLOGY Gothenburg, Sweden 2014 Master’s Thesis 2014:93 MASTER’S THESIS 2014:93 Feasibility study of functionalized graphene for compatibility with cement hydrates and reinforcement steel Master of Science Thesis in the Master’s Program Structural Engineering and Building Technology SOFIA SIDERI Department of Civil and Environmental Engineering Division of Building Technology Building Materials CHALMERS UNIVERSITY OF TECHNOLOGY Gothenburg, Sweden 2014 Feasibility study of functionalized graphene for compatibility with cement hydrates and reinforcement steel Master of Science Thesis in the Master’s Program SOFIA SIDERI © SOFIA SIDERI, 2014 Examensarbete / Institutionen för bygg- och miljöteknik, Chalmers tekniska högskola 2014:93 Department of Civil and Environmental Engineering Division of Building Technology Building Materials Chalmers University of Technology SE-412 96 Gothenburg Sweden Telephone: + 46 (0)31-772 1000 Cover: Graphene’s structure Department of Civil and Environmental Engineering Gothenburg, Sweden, 2014 Feasibility study of functionalized graphene for compatibility with cement hydrates and reinforcement steel SOFIA SIDERI Department of Civil and Environmental Engineering Division of Building Technology Building Materials Chalmers University of Technology Abstract Cement-based concrete is a widely used material for a great variety of constructions. Although, cement has great properties and high performance, its intrinsic brittleness is a weakness that requires further investigation for improvement. Graphene demonstrates a number of excellent properties, such as high flexibility, 1 TPa Young’s modulus, 130 GPa tensile strength, high electrical and thermal conductivity. -
Formation of Polymer Micro-Agglomerations in Ultralow-Binder-Content Composite Based on Lunar Soil Simulant
Available online at www.sciencedirect.com ScienceDirect Advances in Space Research 61 (2018) 830–836 www.elsevier.com/locate/asr Formation of polymer micro-agglomerations in ultralow-binder-content composite based on lunar soil simulant Tzehan Chen a, Brian J. Chow b, Ying Zhong a, Meng Wang b, Rui Kou b, Yu Qiao a,b,⇑ a Program of Materials Science and Engineering, University of California – San Diego, La Jolla, CA 92093, USA b Department of Structural Engineering, University of California – San Diego, La Jolla, CA 92093-0085, USA Received 9 August 2017; received in revised form 25 October 2017; accepted 27 October 2017 Available online 6 November 2017 Abstract We report results from an experiment on high-pressure compaction of lunar soil simulant (LSS) mixed with 2–5 wt% polymer binder. The LSS grains can be strongly held together, forming an inorganic-organic monolith (IOM) with the flexural strength around 30–40 MPa. The compaction pressure, the number of loadings, the binder content, and the compaction duration are important factors. The LSS-based IOM remains strong from À200 °C to 130 °C, and is quite gas permeable. Ó 2017 COSPAR. Published by Elsevier Ltd. All rights reserved. Keywords: Binder content; Lunar regolith; Structural material; In-situ resource utilization 1. Introduction A major component of lunar soil is silica. While, once heated to above 1200 °C, silica grains can be fused In the next a few decades, building large-scale lunar together, the thermal processing consumes a large amount bases and/or research facilities on the Moon will probably of energy (Taylor and Meek, 2005).