Hvac & Partial Roof Replacement at Coventry

Total Page:16

File Type:pdf, Size:1020Kb

Hvac & Partial Roof Replacement at Coventry HVAC & PARTIAL ROOF REPLACEMENT AT COVENTRY ELEMENTARY SCHOOL HUDSON + ASSOCIATES ARCHITECTS, PLLC PROJECT MANUAL APRIL 15, 2011 HVAC & PARTIAL ROOF REPLACEMENT AT COVENTRY ELEMENARY SCHOOL TABLE OF CONTENTS Invitation for Bids (IFB No. 1825) AIA General Conditions of the Contract for Construction DIVISION 01 - GENERAL CONDITIONS Section 011000 Summary of Work 012100 Allowances 012200 Unit Prices 012300 Alternates 012600 Contract Modification Procedures 012900 Applications for Payment 013100 Project Meetings 013300 Submittals 015000 Temporary Facilities 017400 Warranties and Bonds 017700 Project Closeout 017823 Operation and Maintenance Data 017839 Project Record Documents. 019100 Special Inspections DIVISION 02 – EXISTING CONDITIONS Section 024119 Selective Demolition DIVISION 03 – CONCRETE Section 033000 Cast-In-Place Concrete DIVISION 04- MASONRY 042000 Unit Masonry DIVISION 05 – METALS Section 051200 Structural Steel Framing 053100 Steel Decking 054000 Cold-Formed Metal Framing 055000 Metal Fabrications DIVISION 06 - WOOD & PLASTIC Section 061000 Rough Carpentry 061600 Sheathing DIVISION 07 - THERMAL & MOISTURE PROTECTION Section 071113 Bituminous Dampproofing 072100 Thermal Insulation 075113 Built-up Asphalt Roofing 075200 Modified Bituminous Membrane Roof Repair 076200 Sheet Metal Flashing and Trim 077200 Roof Accessories 079200 Joint Sealers TABLE OF CONTENTS 1 HVAC & PARTIAL ROOF REPLACEMENT AT COVENTRY ELEMENARY SCHOOL DIVISION 8- DOORS AND WINDOWS- Not Used DIVISION 9 - FINISHES Section 092216 Non-Structural Metal Framing 092900 Gypsum Board 095113 Acoustical Panel Ceilings 096513 Resilient Base and Accessories 096520 Resilient Tile Flooring 099123 Interior Painting 099600 High-Performance Coatings DIVISIONS 10 Thru 22 – Not Used DIVISION 230000 – HEATING, VENTILATING, AND AIR CONDITIONING Section 230100 Mechanical General Provisions 230500 Heating, Ventilating and Air Conditioning 230593 Testing, Adjusting and Balancing 230700 Mechanical Insulation 230900 Automatic Temperature Controls DIVISIONS 260000- ELECTRICAL Section 260100 Electrical General Provisions 260500 Materials and Methods 260518 Metal Clad Cables 260519 Conductors 260526 Grounding 260529 Supporting Devices 260533 Raceways 260534 Electrical Boxes and Fittings 262416 Panelboards 262420 Motors and Controls 262726 Wiring Devices and Device Plates 265100 Interior Building Lighting DIVISIONS 27 THRU 31 - Not Used DIVISION 320000- EXTERIOR IMPROVEMENTS 321216 Asphalt Paving TABLE OF CONTENTS 2 Page 1 of 53 Issue Date: March 5, 2012 IFB No. 1825 Title: HVAC & Partial Roof Replacement at Coventry Elementary School. Classification Code: 91066 County of York, Virginia Issuing Agency: Central Purchasing 120 Alexander Hamilton Blvd. Yorktown, Virginia 23690 County School Board of York County,Va Using Agency: Attn: Mark Tschirhart 302 Dare Road Yorktown, Virginia 23692 Sealed Bids Will Be Received Until Tuesday March 27, 2012 at 3:00PM.Which Time They Shall Be Opened In Public And Read Aloud. Note: Pre-Bid Conference: at Coventry Elementary School on Thursday March 15, 2012 at 10:00am in the main office. 200 Owen Davis Blvd., Yorktown, Va. 23693. Inquiries For Information To Be Directed To: Victor Robinson, Buyer, (757) 890-3680 SEND BIDS DIRECTLY TO THE ISSUING AGENCY SHOWN ABOVE. In Compliance With This Invitation For Bids And To All The Conditions Imposed Herein, The Under-signed Offers And Agrees to Furnish The Materials Described At the Prices Indicated In Section 29.0 Name and Address of Firm: _____________________________________ Date: ______________________ _____________________________________ By: Signature in Ink _____________________________________ Print/Type Name: Telephone No: ( ) Title: E-mail: Federal Tax ID#: State Corporation Commission (SSC) No. _________________________________ IFB 1825 Page 2 of 53 1.0 PURPOSE: It is the express intent of this formal Invitation For Bids (IFB) to acquire the services of a fully qualified Contractor, hereinafter the “Contractor”, to complete HVAC & Partial Roof Replacement at Coventry Elementary School for the County School Board of York County, Virginia, hereinafter “Owner”, in accordance with all applicable Federal, State, and Local government laws, ordinances, rules, regulations and these specifications, at the prices offered on the Bid Schedule (Section 29.0). 2.0 SUMMARY OF SCOPE OF WORK: Please refer to the Project Manual prepared by Hudson + Associates Architects, PLLC dated April 15, 2011 for a more detailed Scope of Work. A. The project includes the removal of the existing HVAC system in phases and replacement with a variable refrigerant system (VRS) as well as roof and finish repairs associated with the HVAC work. The existing closed loop heat pump HVAC system will remain in service between the project phases. It will serve the spaces included in Phase 2 during the school year 2012/2013. B. The VRS includes roof mounted variable speed condensing units with line set distribution above the corridors to the classrooms where ceiling mounted cassettes condition and distribute the air. The outside air requirement is provided by roof mounted recovery ventilation units (RVU). It is distributed and returned in ducts above the corridor to the classrooms. The project adds a fire ceiling (CFM joists and GWB) above the corridors to comply with current building code requirements. This facilitates the distribution of both the VRS and outside air in the plenum above classrooms and corridors. C. The load from the roof top equipment requires structural reinforcing of the existing structure. The joists beneath some equipment will be enhanced with panel point bracing and additional bridging to accept the new loads. In order to maintain existing drainage patterns on the recently installed roof, the new HVAC equipment will be mounted on structural steel platforms above the roof surface. D. Some of the equipment scheduled to be installed on the two low slope roofs above area B will require installation during Phase 1 and others during Phase 2. These roofs are a Johns-Manville three-ply BUR with a modified bitumen cap sheet system installed in 2009. They have a 20 year NDL warranty. Roof repairs associated with the equipment installations on these roofs are designed with a two ply modified bitumen roof systems. All roof work associated with IFB 1825 Page 3 of 53 the installation of this equipment shall be done in accordance with JM’s requirements to ensure continuation of the manufacturer’s warranty. E. The existing four-ply BUR with aggregate surface on the gymnasium will be replaced with a new three-ply BUR with modified bitumen cap sheet system during Phase 2 (summer 2013). The RTU on this roof will be curb mounted. F. Interior finishes affected by the HVAC work will include selective ceiling demolition and replacement, some VCT floor replacement and painting. G. The school is compartmentalized using fire walls, fire barriers and fire rated corridor walls to comply with the building code. HVAC and electrical penetrations as well as demolition of the existing hydronic piping require fire dampers, rated sleeves for pipes and conduits and block and GWB fill to close abandoned openings. H. The Owner has conducted hazardous material testing in the building. No asbestos was identified. If during the course of the work suspicious material is encountered, immediately notify the Mr. Frank Pitchford, Owner’s Safety Manager (e-mail [email protected] or phone (757)876-8801). Mr. Pitchford will conduct testing and prepare abatement specifications and procedures as required. 2.2 Contract Timeline: The work of this project can only be performed during the summer when school is not is session. The project scope is too large to be accomplished over a single summer. Therefore, it will be phased over two summers (2012 and 2013). The Contractor shall have access to the site for Phase 1 commencing with issuance of the Notice to Proceed. The Work shall start no earlier than Monday, June 18, 2012 and all work must be substantially completed by August 13, 2012. The Work of Phase 2 shall start no earlier than Monday, June 17, 2013 and be completed no later than August 15, 2013. Final Completion for each phase shall be no later than 30 days after substantial completion. IFB 1825 Page 4 of 53 The Contractor should plan on the following weather (rain and temperature) days for the project duration, including all time extensions made to the contract, up until final completion is given. Time extensions for this project will only be given if the actual rain days exceed the days listed below. January 10 Days February 9 Days March 11 Days April 11 Days May 12 Days June 10 Days July 11 Days August 10 Days September 9 Days October 7 Days November 8 Days December 10 Days A day will be considered a rain day when, on a work day (Monday through Friday), it rains at the job site such that less than 4 hours of production can occur, or when the chance of rain exceeds 70% as reported by a source agreed upon by both parties at the pre-construction meeting or when the temperature does not rise above 40 degrees for more than 4 hours. Weather delay claims must be made in writing on the day they occur. Days that are rain days will be established by mutual agreement on that day, but the Owner will have final authority on that day to establish whether or not the day will be considered a rain day. The Contractor’s failure to make a rain day claim on the day of the occurrence will be deemed a waiver by Contractor of its rights to make any such claims and will be interpreted as a “no-claim”. IFB 1825 Page 5 of 53 2.3 Project Phasing A. Phase 1 shall commence on June 18, 2012 and must be substantially complete by August 13, 2012. Phase 2 shall commence on June 17, 2013 and be substantially complete by August 15, 2013. Final completion will be 30 days after the substantial completion date established for each phase. B. Phase 1 shall include all of the work shown in areas A and C as well as the administration suite in area B as shown on the Construction Documents.
Recommended publications
  • Hurricane Standards
    2012 Edition Hurricane Standards MAINMAINBRONZEMAINBRONZEBRONZESILVERSILVERSILGOLDVER GOLDGOLDPLATINUMPLATINUMPLATINUMB&W B&W B&W FORTIFIED is a program of the Insurance Institute for Business & Home Safety HURRICANEHURRICANEHURRICANE WILDFIREWILDFIREWILDFIRE HAIL HAIL HAIL EARTHQUEARTHQUAKEEARTHQUAKE AKE FORTIFIED STANDARDS - HURRICANE 3 Table of Contents Hurricane Resistance Bronze Designation Attachment to Wall 5 Objective 45 Prescriptive Retrofit Measure for Anchorage 5 Designation Term Limit of the Roof through the Walls to the Foundation 5 Definitions 53 Securing Chimneys 53 Prescriptive retrofit measures Hurricane Resistance Bronze1 Designation 53 Engineering-based retrofit measure without Roof Cover Replacement 54 Figure G-08: Typical Tie-Down for Chimney Framing 6 Introduction 55 Ensure Windows and Doors Meet Site Appropriate 6 Strengthening of roof sheathing attachment and Design Pressures providing a sealed roof deck for the roof 55 Design pressure rating and impact designation from within the attic requirements 7 Improving the attachment of drip edges 7 Improving the attachment/replacing ridge vents Appendix A and off-ridge vents 56 Introduction 56 Types of Failures Hurricane Resistance Bronze2 Designation 57 Prescriptive Method with Roof Cover Replacement 8 Roof deck attachment (re-nail the roof decking) Appendix B 10 Deteriorated or damaged roof deck 82 Exposure Categories 10 Requirements for replacement of roof decking 10 Deteriorated or damaged wood roof framing Appendix C member 83 Design Wind Pressures for Components:
    [Show full text]
  • FRSA Article & Technical Advisory on Sealed Attics
    A Publication of the FRSA ◆ Florida’s Association of Roofing Professionals Research Remains to Be Conducted on Effects of Sealed Attics on Roofing Systems in By John Hellein, RFM Editor – Redistributed with Permision Florida’s Climate According to comments at FRSA’s April committee meetings, materials, the risk of moisture problems due the use of sealed attics as a residential insulation solution has to reduced drying potential of the system become widespread in Florida. Some member contractors will increase substantially. This could lead to expressed concern about possible negative effects caused potential long-term accumulation of moisture in the when attics are sealed and ventilation that allows for the en- roof system resulting in costly and potentially haz- try and egress of air in the attic is eliminated. At the same ardous structural deterioration as well as possible time, members recognized that sufficient scientific research, health risks. specific to Florida’s high temperature, high humidity climate ARMA’s Technical Bulletin (Form No. 211-RR-94) referenc- has yet to be conducted. es “Shingle Application Directly Over Insulated Decks” and A primary concern about sealed attics is the possibility states: that the lack of air movement into and out of the attic might result in moisture that permeates from the living space be- This type of application is not recommended unless low being trapped. The trapped moisture could encourage an adequate free-flow ventilation space is created the growth of mold in the insulation or trusses. Also, it is between the top of any insulation and the under- possible that the higher humidity could weaken the wood in side of a nailable deck.
    [Show full text]
  • 4-SEASON 16X30 VERMONT COTTAGE C SOLUTIONS Pre-Cut Kit
    LIVING SOLUTIONS LIVING SOLUTIONS LIVING 4-SEASON 16X30 VERMONT COTTAGE C SOLUTIONS Pre-Cut Kit This inviting one room shanty offers an open floor plan and loft that extends over the porch. Pool house, home office, hunting cabin; the options abound with this design. Consider upgrading to four-season for a sanctuary you can escape to all year round. 16X30 VERMONT COTTAGE C The 4-season kit includes the complete kit plus insulation throughout, roof sheathing, 4-SEASON PRE-CUT KIT interior shiplap pine wall and ceiling sheathing, Base Area: 480 sq. ft. double pane windows and an insulated door. Note: Loft Area: 128 sq. ft. Pictures may reflect client upgrades and modifications Total Interior Area: 544 sq. ft. that do not come standard. Porch Area: 64 sq. ft. Roof Recommended Foundation: Gable Roof Style Compacted 12” Crushed Gravel Roof Pitch: 8/12 Overall Dimensions: 14’6”H x 18’6W x 32’6”D 2”x6” Kiln Dried Spruce Rafters 24” On Center Estimated Weight: 22300 lbs 2”x6” Kiln Dried Spruce Exposed Collar Ties Floor System 1” rough sawn Solid Barn 3 (qty) 6x6x30’ Hemlock Skids Board Roof Sheathing 2”x6” Kiln Dried Spruce Joists 16” On Center Roof Vapor Barrier ¾” CDX Plywood Floor Decking 5½” Fiberglass Insulation (R21) 4-SEASON KITS: 1” rough sawn Hemlock Porch Decking Shiplap Pine Interior Ceiling Sheathing The package includes the complete kit Floor Vapor Barrier Corrugated 29g Metal Roofing, plus vapor barrier, insulation, solid pine roof 5½” Fiberglass Insulation (R21) Color: Evergreen sheathing, ship lap pine interior wall and Under Deck Sheathing: ⅜” Plywood 12” Overhangs on all sides ceiling sheathing, double-pane, energy effi- Floor Weight Rating: 25 lbs/sq.
    [Show full text]
  • Hurricane Mitigation Retrofits for Existing Site-Built Single-Family
    HURRICANE MITIGATION RETROFITS FOR EXISTING SITE-BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES 101 Retrofits Required. Pursuant to Section 553.844 553.884, Florida Statutes, strengthening of existing site-built, single family residential structures to resist hurricanes shall be provided. 101.1 When a roof on an existing site-built, single family residential structure is replaced: (a) Roof-decking attachment and fasteners shall be strengthened and corrected as required by section 201.1. (b) A secondary water barrier shall be provided as required by section 201.2. 101.2 When a roof is replaced on a building that is located in the wind-borne debris region as defined in s. 1609.2 of the Florida Building Code, Building and that has an insured value of $300,000 or more or, if the building is uninsured or for which documentation of insured value is not presented, has a just valuation for the structure for purposes of ad valorem taxation of $300,000 or more: (a) Roof to wall connections shall be improved as required by section 201.3. (b) Mandated retrofits of the roof-to-wall connection shall not be required beyond a 15 percent increase in the cost of re-roofing. (c) Where complete retrofits of all the roof-to-wall connections as prescribed in Section 201.3 would exceed 15 percent of the cost of the re-roofing project, the priorities outlined in Section 201.3.5 shall be used to limit the scope of work to the 15 percent limit. 101.3 When any activity requiring a building permit that is applied for on or after July 1, 2008, and for which the estimated cost is $50,000 or more for a building that is located in the wind borne debris region as defined in s.
    [Show full text]
  • Roofing Handbook
    FM_Scharff_CMS 6x9 9/21/00 2:04 PM Page i ROOFING HANDBOOK Robert Scharff (Deceased) Terry Kennedy Second Edition McGraw-Hill New York San Francisco Washington, D.C. Auckland Bogotá Caracas Lisbon London Madrid Mexico City Milan Montreal New Delhi San Juan Singapore Sydney Tokyo Toronto FM_Scharff_CMS 6x9 9/21/00 2:04 PM Page ii Library of Congress Cataloging-in-Publication Data Scharff, Robert. Roofing handbook / Robert Scharff, Terry Kennedy.—2nd ed. p. cm. ISBN 0-07-136058-1 1. Roofing. I. Kennedy, Terry. II. Title. TH2431.S28 2000 695—dc21 00-062522 McGraw-Hill Copyright © 2001, 1996 by The McGraw-Hill Companies, Inc. All rights reserved. Printed in the United States of America. Except as permitted under the United States Copyright Act of 1976, no part of this publication may be reproduced or distributed in any form or by any means, or stored in a data base or retrieval system, without the prior written permission of the publisher. 1234567890 DOC/DOC 06543210 P/N 137056-0 PART OF ISBN 0-07-136058-1 The sponsoring editor for this book was Zoe G. Foundotos, the editing supervisor was Stephen M. Smith, and the production supervisor was Sherri Souffrance. It was set in Melior following the modified CMS 6x9 design by Joanne Morbit and Michele Pridmore of McGraw- Hill’s Hightstown, N.J., Professional Book Group composition unit. Printed and bound by R. R. Donnelley & Sons Company. This book is printed on recycled, acid-free paper containing a minimum of 50% recycled, de-inked fiber. McGraw-Hill books are available at special quantity discounts to use as premiums and sales promotions, or for use in corporate training programs.
    [Show full text]
  • Roof Nailing Over Skip Sheathing
    TECHNICAL NOTE APA Structural-Use Panels Over Spaced-Board Roofs Number P300C January 2006 When replacing roofing, it is often necessary to cover spaced boards with a solid roof deck. APA Rated Sheathing panels, which include plywood and oriented strand board, may be used for this purpose. When the panels are attached over the spaced boards to the rafters or trusses, the resulting roof structure will have greater resistance to wind and seismic forces than the original spaced-board roof. The spaced boards do not have to be removed or replaced, except to repair decayed, broken or warped pieces. The recommendations in this Technical Note are consistent with ASCE 7-02 and the 2003 IBC for wind uplift capacity for design wind speeds up to 100 mph (3-second gust) and a gable-end or hip roof with a 30-foot mean height with a slope between 2/12 and 12/12 at an inland location (Exposure B). Hurricane-prone regions of the Atlantic and Gulf coasts will typically require additional fastening to resist higher wind-load forces. The existing roof sheathing boards are assumed to be 1-inch nominal boards at a maximum spacing of 12 inches o.c. Structural requirements for the panels are usually minimal because of installation over the spaced boards. Panels 5/16 inch or thicker may be used. Panels should be allowed to acclimatize for a few days before installing on the roof. Acclimatize panels by standing them on edge, out of the weather, with space between each for air circulation. APA recommends that all panel end and edge joints be spaced 1/8 inch at time of installation, unless otherwise recom- mended by the panel manufacturer.a Cover sheathing as soon as possible with roofing felt for extra protection against mois- ture prior to roofing application.
    [Show full text]
  • High Wind Standards
    HIGH WIND STANDARDS 2015 Table of Contents Program Overview and Definitions ..................................................................................................................... 4 Goals ........................................................................................................................................................................... 4 FORTIFIED Home Eligible Dwellings ............................................................................................................................ 4 Definitions and Conditions ......................................................................................................................................... 4 Foundation Qualification Requirements ..................................................................................................................... 5 Available Designations ................................................................................................................................................ 6 Objectives ................................................................................................................................................................... 6 Designation Term Limit ............................................................................................................................................... 7 Definitions ................................................................................................................................................................... 8 FORTIFIED
    [Show full text]
  • Historic Structure Report: Hale Cabin, Elkmont Historic District, Great Smoky Mountains National Park List of Figures
    National Park Service U.S. Department of the Interior Elkmont Historic District Great Smoky Mountains National Park Hale Cabin Elkmont Historic District Great Smoky Mountains National Park Historic Structure Report Cultural Resources, Partnerships and Science Division Southeast Region Hale Cabin Elkmont Historic District Great Smoky Mountains National Park Historic Structure Report March 2016 Prepared by The Jaeger Company Under the direction of National Park Service Southeast Regional Office Cultural Resources, Partnerships and Science Division TheThe culturalreport presented landscape here report exists presentedin two formats. here A exists printed in two formats. A printed version is available for study at the park, version is available for study at the park, the Southeastern the Southeastern Regional Office of the National Park Service,Regional and Office at a ofvariety the National of other Park repositories. Service, and For at morea variety widespread access, this cultural landscape report also exists of other repositories. For more widespread access, this report in a web-based format through ParkNet, the website of the Nationalalso exists Park in a Service.web-based Please format visit through www.nps.gov Integrated for Resource more information. Management Applications (IRMA). Please visit www.irma. nps.gov for more information. Cultural Resources, Partnerships and Science Division Cultural Resources Southeast Regional Office Southeast Region National Park Service National Park Service 100 Alabama Street, SW 100 Alabama St. SW Atlanta, Georgia 30303 Atlanta, GA 30303 (404)507-5847 (404) 562-3117 Great Smoky Mountains National Park 107 Park Headquarters Road Gatlinburg, TN 37738 2006 www.nps.gov/grsmCultural Landscape Report AboutDoughton the cover: Park View ofand the Sections Hale Cabin, 2A, 2015 B, and C Blue Ridge Parkway Asheville, NC Hale Cabin Elkmont Historic District Great Smoky Mountains National Park Historic Structure Report Approved By : ~~~~~______.___..__,~d~~!------ ..
    [Show full text]
  • Port Oneida Rural Historic District Historic Name Pyramid Point, Port Oneida Other Names/Site Number
    NPS Form 10-900 OMB No. 1024-0018 (Rev. 10-90) United States Department of the Interior MAY I 4 1997 National Park Service NATIONAL REGISTER OF HISTORIC PLACES REGISTRATION FORM This form is for use in nominating or requesting determinations for individual properties and districts. See instructions in How to Complete the National Register of Historic Places Registration Form (National Register Bulletin 16 A). Complete each item by marking "x" in the appropriate box or by entering the information requested. If any item does not apply to the property being documented, enter "N/A" for "not applicable." For functions, architectural classification, materials, and areas of significance, enter only categories and subcategories from the instructions. Place additional entries and narrative items on continuation sheets (NPS Form 10-900a). Use a typewriter, word processor, or computer, to complete all items. 1. NAME OF PROPERTY Port Oneida Rural Historic District historic name Pyramid Point, Port Oneida other names/site number 2. LOCATION street & number Rural Route Port Oneida _not for publication city or town Maple City_______________ _vicinity X_____ state Michigan code MI _county Leelanau code 089 zip code 49664 3. STATE/FEDERAL AGENCY CERTIFICATION As the designated authority under the National Historic Preservation Act of 1986, as amended, I hereby certify that this _ nomination request for determination of eligibility meets the documentation standards for registering properties in the National Register of Historic Places and meets the procedural and professional requirements set forth in 36 CFR Part 60. In my opinion, the property _ meets _ does not meet the National Register Criteria.
    [Show full text]
  • Roof Replacement Specifications Riverside
    ROOF REPLACEMENT SPECIFICATIONS RIVERSIDE HIGH SCHOOL 794 HAMMET BRIDGE RD. GREER, SOUTH CAROLINA 29650 PROJECT NO. GSP1010.059 Prepared For GREENVILLE COUNTY SCHOOL DISTRICT 301 CAMPERDOWN WAY GREENVILLE, SOUTH CAROLINA 29602 Prepared By RAYMOND ENGINEERING-GEORGIA, INC. GREER, SOUTH CAROLINA April 13, 2020 _______________________________ Brent A. Iverson, R.R.C., R.R.O. Greg Rivers, P.E. Raymond Engineering-Georgia, Inc. Riverside High School Project No. GSP1010.059 Roof Replacement SECTION 00 01 10 TABLE OF CONTENTS Division 00 – Procurement and Contracting Requirements Section 00 01 10 – Table of Contents The School District of Greenville County – Invitation for Bid Division 01 – General Requirements Section 01 11 00 – Summary of Work Section 01 22 13 – Unit Prices and Allowances Section 01 26 00 – Modification Procedures Section 01 29 73 – Schedule of Values Section 01 29 76 – Application for Payment Section 01 31 19 – Project Meetings Section 01 32 13 – Construction Schedules Section 01 33 00 – Submittals Section 01 33 23 – Shop Drawing, Product Data, and Samples Section 01 42 19 – Reference Standards Section 01 45 00 – Quality Control Section 01 50 00 – Temporary Facilities and Controls Section 01 60 00 – Product Requirements Section 01 66 00 – Storage and Protection Section 01 73 30 – Asbestos Products Section 01 74 00 – Cleaning Section 01 77 00 – Project Closeout Procedures Section 01 78 36 – Guaranties Section 01 78 39 – Project Record Documents Division 02 – Existing Conditions Section 02 41 13 – Selective Demolition and Preparations
    [Show full text]
  • Project Number 4002-12 PROJECT MANUAL for ALDINE SENIOR
    Project Number 4002-12 PROJECT MANUAL for ALDINE SENIOR HIGH SCHOOL MECHANICAL AND ROOF REPLACEMENT PACKAGE # PCK RP 18-11 Houston, Texas for ALDINE INDEPENDENT SCHOOL DISTRICT Houston, Texas ISSUE FOR BID – 10/30/2017 IDG ARCHITECTS, LLC 440 Benmar Drive, Suite No. 3335 Houston, Texas 77060 832-448-2462 ROOFING Arrow Consulting Corp. 104 Industrial Blvd., Suite 1 Sugar Land, Texas 77478 281-565-1155 281-565-2440 Fax MEP #1 Lee, Truong & Yu, PLLC 16225 Park Ten Pl #810 Houston, Texas 77084 281/945/8888 www.lty-engineers.com MEP #2 Stanton Engineering Group 1300 W. Sam Houston Pkwy. S. Suite 200 Houston, Texas 77402 10/30/2017 713-300-9292 Aldine Senior High School Mechanical and Roof Replacement Project No. 4002-12 PCKRP 18-11 PROJECT DIRECTORY ALDINE SENIOR HIGH SCHOOL MECHANICAL AND ROOF REPLACEMENT Aldine Independent School District IDG Project No. 4002-12 BOARD OF EDUCATION Dr. Viola M. Garcia, President Rose Ogden, Vice President Steve Mead, Secretary Paul Shankin, Assistant Secretary Steve Mead, Trustee Patricia Ann Bourgeois, Trustee Conception Esperza, Trustee Dr. Kimberly Booker, Trustee ADMINISTRATION Dr. Wanda Bamberg, Superintendent Dr. Archie L. Blanson, Deputy Superintendent Patrick Mouton, Executive Director of Facilities and Construction OWNER ALDINE INDEPENDENT SCHOOL DISTRICT 1617 Lauder Houston, Texas 77039 ARCHITECT IDG ARCHITECTS, LLC Telephone: 832-448-2462 440 Benmar Drive Email: [email protected] Houston, Texas 77060 Fax # 832-448-2466 Ben S. McMillan III, AIA, NCARB Principal-In-Charge ROOFING Arrow Consulting Corp. 104 Industrial Blvd., Suite 1 Sugar Land, Texas 77478 281-565-1155 281-565-2440 Fax MEP #1 Lee, Truong & Yu, PLLC 16225 Park Ten Pl #810 Houston, Texas 77084 281/945/8888 Aldine Senior High School Mechanical and Roof Replacement Project No.
    [Show full text]
  • Residential Slope Roof Application Information
    GROWTH AND RESOURCE MANAGEMENT Building and Zoning 123 West Indiana Ave., Deland, FL 32720 (386) 736-5929 Fax (386) 943-7096 RESIDENTIAL SLOPE ROOF APPLICATION INFORMATION Effective April 6, 2008 WHEN A ROOF ON AN EXISTING BUILDING IS WIND-BORNE REPLACED THAT HAS A VALUE =>$300,000 THIS COLUMN IS FOR INFORMATION AND DEBRIS AREA SECTION 101.2, 201.1 & 201.2 WILL APPLY EXAMPLES ONLY. RETROFITS BUILDING VALUATION WILL BE DETERMINED PER SECTION 101.2 ROOF-DECKING ATTACHMENT AND WHEN A ROOF ON AN EXISTING SITE-BUILT, THIS REQUIREMENT APPLIES TO ALL SINGLE FAMILY RESIDENTIAL STRUCTURE IS FASTENERS REROOFING PERMITS. SECTION 101.1 (a) REPLACED: SECTION 201.1 WILL APPLY. PEEL & STICK MUST COMPLY WITH SECTION 201.2 & ASTM D1970 THIS REQUIREMENT APPLIES TO ALL SECONDARY [ ] ALL SHEATHING JOINTS REROOFING PERMITS. WATER BARRIER [ ] ENTIRE ROOF DECK EXAMPLE: [ ] ALL SHEATHING JOINTS SECTION 101 (b) Not required if underlayment is installed per 201.2 c) or d) [ X ] ENTIRE ROOF DECK EXAMPLE: 5” IN 12” (INCHES OF RISE IN 12” OF SLOPE: _____“ IN 12” RUN) AVERAGE ROOF EXAMPLE: 15 FEET (SINGLE STORY HEIGHT: _____ FEET BUILDING) EXAMPLE (S): ½” PLYWOOD, 5/8” OSB DECK TYPE: ___________________________________ UNDERLAYMENT: FBC Bldg 1507.2.3 Underlayment ** NOT REQUIRED IF TYPE : __________ LAYERS: _______ EXAMPLE: SHEATHING IS ASTM D 226, TYPE I or II [ ] 15 # Felt Type: __1__ Layers: __1__ COMPLETELY [ ] 30 # Felt [ x] ASTM D 226 [ ] 15# Felt COVERED WITH PEEL & Approved Synthetic [ ] ASU [ x ] 30# Felt STICK Underlayment ___________________________________ EXAMPLE: ROOF COVERING: MANUFACTURER ABC ROOFING PRODUCTS, INC. PINEVALLEY 30 AR ___________________________________________ PRODUCT EXAMPLE: 1675.4 (FL#) - OR – APPROVAL FLORIDA APPROVAL #: _______________________ NOA No 03-0528.06 (MIAMI/DADE) -OR- METHOD: MIAMI/DADE N.O.A.: __________________________ EXAMPLE: FASTENERS: TYPE:____________________________ 11/2” GALVANIZED ROOFING NAIL HURRICANE MITIGATION RETROFITS FOR EXISTING SITE-BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES 101 Retrofits Required.
    [Show full text]