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Home My WebLink About1936 E 1st St Technical - BuildingTECHNICAL Permit 5 5 Address 1 "5(0 E Project description s+ 1240 s si- P �v ►ovS of r, (rem d el d'h� f dd�� a sal� s+ei .0 rant Date the permit was finaled 10- I (0,o 1 Number of technical pages N Q\ s )050,1 c.6'}`1`o v, y-v c u ra\ Cal Cu o Y)5 5 e, c s n. i YH- f o r s-f o e, 12c,c. s ?y03 ect c i ca*h °ls 0 5 61 Project Specifications Store #4110 1936 EAST FIRST STREET PORT ANGELES, WA 98362 t REGISTERED ARCH ITECf ILI ARTHUR RAY NAVE STATE OF WASHINQTON AutoZone Dept 8322 P 0 Box 2198 Memphis, TN 38101 May 20, 2009 1998 All Rights Reserved AutoZone Inc. Issue Date 05/20/09 J \Production Masters\Docs\A11 Project Specs \Cover AutoZone Store Number 4110 Address: 1936 EAST FIRST STREET City State Zip: Port Angeles, WA 98362 TABLE OF CONTENTS FOR REMODEL PROJECTS Note The following sections of the specification listed below in this Table of Contents will NOT be applicable to this project. DIVISION 2 SITEWORK 02510 HOT -MIX ASPHALT PAVING 02900 LANDSCAPE 02910 LANDSCAPE IRRIGATION DIVISION 5 METALS 05210 STEEL JOISTS AND METAL DECK (AutoZone Furnished Contractor Installed) DIVISION 7 THERMAL AND MOISTURE PROTECTION 07520 PVC ROOFING Membrane Option 2 DIVISION 8 DOORS AND WINDOWS 08250 OVERHEAD ROLLING DOOR J \Production Masters \Docs\Project Specs \Table of Contents\Remodel 05/20/09 1 TABLE OF CONTENTS PROTOTYPE Note: The specification sections listed in this Table of Contents are to be used for all ground -up `Build to Suit" and prototype projects. Sections shown in italics may also be applicable and Contractor shall review the drawings to determine if that category of work is indicated to be a part of this project. Contractor shall disregard those sections that do not apply to his project. DIVISION 1 GENERAL REQUIREMENTS 01010 GENERAL REQUIREMENTS 01020 AUTOZONE VENDOR LIST 01030 AUTOZONE SUPPLIER SOURCE LIST 01410 TESTING LABORATORY SERVICES DIVISION 2 SITEWORK 02010 SITE CLEARING 02020 EROSION CONTROL 02200 EARTHWORK 02215 TERMITE CONTROL 02510 HOT -MIX ASPHALT PAVING 02520 SITE CONCRETE 02900 LANDSCAPE 02910 LANDSCAPE IRRIGATION DIVISION 3 CONCRETE 03100 CAST -IN- PLACE CONCRETE 03150 COLORLESS LIQUID PENETRATING SEALER DIVISION 4 MASONRY 04200 UNIT MASONRY DIVISION 5 METALS 05120 STRUCTURAL STEEL 05210 STEEL JOISTS and METAL DECK (AutoZone Furnished Contractor Installed) 05400 COLD FORMED METAL FRAMING 05500 METAL FABRICATION DIVISION 6 WOOD AND PLASTICS 06100 CARPENTRY 06200 PLASTIC SLEEVES for PIPE GUARDS DIVISION 7 THERMAL AND MOISTURE PROTECTION 07100 BELOW GRADE WATERPROOFING 07200 BUILDING INSULATION 07220 ROOF INSULATION 07240 EXTERIOR INSULATION AND FINISH SYSTEM (E.I F.S.) 07500 ROOFING MEMBRANE 07510 BUILT -UP ROOFING Membrane Option 1 07520 PVC ROOFING Membrane Option 2 07600 SHEET METAL FLASHING 07700 ROOF ACCESSORIES 07900 SEALANTS DIVISION 8 DOORS AND WINDOWS 08100 HOLLOW METAL DOORS AND FRAMES AND WOOD DOORS 08250 OVERHEAD ROLLING DOOR 08400 ALUMINUM STOREFRONT, GLAZING and ENTRANCE DOORS 08700 HARDWARE J•\Production Masters\Docs\Project Specs \Table of Contents 05/20/09 1 DIVISION 9 FINISHES 09220 CEMENT PLASTER (Stucco) 09250 GYPSUM WALL BOARD 09660 RESILIENT TILE FLOORING 09900 PAINTING 09986 SANITARY WALL PANELS DIVISION 10 SPECIALTIES 10426 SIGNAGE (AutoZone Furnished Contractor Installed) 10800 TOILET AND BATH ACCESSORIES DIVISION 15 MECHANICAL 15400 PLUMBING 15500 HEATING, VENTILATING AND AIR CONDITIONING (Equipment AutoZone Furnished Contractor Installed) DIVISION 16 ELECTRICAL 16050 BASIC ELECTRICAL MATERIALS AND METHODS 16400 ELECTRIC SERVICE ENTRANCE 16480 PANELBOARDS (AutoZone Furnished Contractor Installed) 16500 LIGHTING (AutoZone Furnished Contractor Installed) J•\Production Masters\Docs\Project Specs \Table of Contents 06/30/08 2 DIVISION 1 SECTION 01010 GENERAL REQUIREMENTS PART 1 GENERAL 1.00 SPECIFICATION NOTES A. These specifications contain information and requirements for masonry bearing wall buildings, wood frar buildings, steel stud bearing wall buildings and a variety of exterior wall finishes. Contractor shall be responsible for reviewing both the drawings and the specifications to insure he has complete informatior and a thorough understanding of the requirements. B. The specifications have been structured so that if the section heading does not specifically say to what building type the information is applicable to, then the information contained therein will apply to all buildi types. 2.00 CONSTRUCTION DOCUMENT NOTES A. Drawings will not be scaled. Dimensional data is to be obtained through written information only Verify existing conditions, elevations, and dimensions. B. Make no changes to the Contract Documents without first receiving written permission from AutoZone. C Where detailed information is lacking, or if discrepancies should appear within the contract documents, request interpretation from AutoZone prior to the bid due date, or before proceeding with that portion of t work whichever comes first. D All work, as outlined in these documents, shall strictly conform to all applicable codes and ordinances. 1 most stringent shall govern. E. When a material system is called out, all parts and materials required to complete the system will be furnished and installed as part of the contract. F Unless otherwise noted, electrical conduits, plumbing lines, etc. are to be concealed, and framing shall I of adequate size to accomplish this result without changes in the wall plan. 1 It is the intent of these Contract Documents to define a complete finished facility Any discrepancies omissions found which normally would be required shall be provided and finished as if specifically noted. G Any unresolved conflicts or discrepancies with the contract documents are to be brought to the attention AutoZone for resolution prior to the work being installed. 3.00 GENERAL CONSTRUCTION NOTES A. Contractor shall be responsible for and furnish all materials and labor necessary to complete the project unless a specific item is called out to be furnished and /or installed by others. B. Contractor shall secure and pay for all necessary permits, utility taps, etc. required. AutoZone shall reimburse the Contractor only for the actual amounts expended with no mark -ups or administrative fees added and Contractor must furnish a paid receipt from the issuing authority along with the invoice. C Contractor to coordinate all utility lines and meter locations with the appropriate utilities and other trades avoid conflicts and problems. Utility services shall include (but not be limited to) water, sanitary, gas, electric power and telephone. Refer to Site Plan for proposal locations. D Any additional work, whether on -site or off-site, requested or required by a governing regulatory agency being required for completion or occupancy permit shall first be discussed with AutoZone before being commenced in order to clearly define the required scope of work. Then a cost estimate and change orde shall be prepared and executed prior to the installation of any work. E. AutoZone retains the right to adjust finish grades 6' or to conform to adjacent grades or to facilitate drainage. The contractor may adjust grades to balance cut and fill provided AutoZone agrees to the adjustment in writing prior to beginning work. F The Contractor will take whatever steps necessary to prevent erosion resulting from increased runoff dui site work construction, in accordance with all local codes. G The Contractor will maintain positive drainage to prevent ponding on the sub and /or surface grade. H. Contractor is to verify and coordinate location and routing of all underground services to the building, as as any landscape sleeving prior to paving. I. Any areas, whether on -site or off -site, disturbed during the construction process shall be returned to their original or natural state by the contractor prior to final acceptance of the project by AutoZone. J. Contractor shall inspect the site and take whatever precautions He deems appropriate to undertake the work. J•\Production Masters\Docs\Project Specs\Div -1\Sec -01010 05/2 1 K. Paint manufacturers listed shall be the only ones accepted for the project. No substitutions shall be allowed. 4.00 UTILITIES and SERVICE A. Contractor shall, upon receipt of Notice to Proceed, contact utility companies and place in his name all services required for the project. Contractor shall pay all deposits and charges required for the initiation of service and shall pay monthly use charges during the course of construction. B. With the submission of the first draw request, Contractor shall include all pertinent information regarding utilities and services. The information shall include the utility company name, address, phone number contact person, meter number amount of deposit paid, whether the deposit is refundable and if so, to whom Failure to provide this information will place the draw request on hold until it is furnished. C At the time of submission of the 90 percent draw request, AutoZone will contact the utility companies and have the accounts transferred to his name, and will pay all monthly charges going forward. Contractor must pay past due balances. D For those municipalities that require the utilities to be in AutoZone's name from the beginning of the project, Contractor shall, upon receipt of Notice to Proceed, contact utility companies and place in AutoZone's name all services required for the project. Contractor shall pay all deposits and charges required for the initiation of service, and AutoZone shall pay monthly use charges during the course of construction. Contractor shall submit to AutoZone copies of all charges or deposits paid for the initialization of service and AutoZone will reimburse Contractor for same. When AutoZone will be paying for utilities from the beginning of the project, Contractor shall make an appropriate adjustment in the General Conditions line item to account for this cost. E. It will be the Contractors responsibility to recover deposits previously paid to the utility company With proper documentation, AutoZone will reimburse Contractor fees paid to utility companies for the setting of meters and utility taps. 5.00 ITEMS FURNISHED BY AUTOZONE AND INSTALLED BY CONTRACTOR OR AUTOZONE VENDOR A. Division 5 Metals: 1 Section 05210: Steel joists and joist girders, including bridging. 2. Section 05300: Metal deck and deck screws. B. Division 8 Doors and Windows: 1 Section 08700• Cylindrical locks for the glass and aluminum doors and doors to telephone closet. 2. Section 08700: Push bar exit device. C Division 9 Finishes 1 Section 09900: Pounce patterns for interior graphics. D Division 10: Specialties 1 Section 10426: Pylon and wall signs installed by AutoZone Vendor on Contractor installed foundations and prepared wall surfaces. E. Division 15 Mechanical: 1 Section 15400: Hot water heater 2. Section 15500: Mechanical Equipment. a. AutoZone shall furnish rooftop heating/cooling unit, curbs, plenums, ducts, diffusers, thermostatic controls, Venstar sensors, and accessories (firestats, smoke detectors, fresh air intakes and or economizers) where indicated in the Drawings. b. Unit shall come internally pre -wired to disconnect switch. Electrical Contractor shall energize the unit at the disconnect switch c. Installation shall include necessary repairs and replacements during one -year correction period. Applicable manufacturer's warranties for parts and service reimbursement shall extend to installer d. Bathroom exhaust fans, Contractor to furnish duct and wall cap. e. Venstar HVAC equipment. F Division 16 Electrical: 1 Section 16480: Panel boards, circuit breakers and fused disconnects. 2. Section 16500: Interior light fixtures and lamps; exterior light fixtures and lamps; site light poles, anchor bolts and bolt setting templates; and accessories. 3. Section 16500: Venstar automatic lighting control panel; accessories and control relay J•\Production Masters\Docs\Project Specs\Div -1\Sec -01010 05/20/09 2 7.00 AUTOZONE FURNISHED VENDORS and SOURCES A. AutoZone has entered into an agreement for a number of specific items, at pre- determined pricing, with t vendors and suppliers listed below The general contractor will order and pay for the quantity of each iter necessary to complete the work. 1 Section 02520: Cap seal for expansion and construction joints. 2. Section 08250: Overhead Rolling Door 3. Section 08400: Aluminum storefront, glazing and entrance doors. 4 Section 09660: Resilient tile flooring and underlayment. 5. Section 09660: Floor wax. 8.00 SUBMITTALS ERECTION DRAWINGS A. AutoZone's vendors shall furnish shop or erection drawings for the following: 1 Steel joists and deck 2. Pylon sign foundations 3. Aluminum storefront, glazing and entrance doors B Contractor shall review and maintain shop drawings and submittals as part of his work and shall be sole') responsible for compliance with Contract Documents. C Products and/or systems identified in the Specifications are the only ones approved for incorporation into the work. AutoZone will not consider any substitutions or alternates unless written request has been submitted at least seven (7) days prior to the date for receipt of bids. Incorporation of requested substitutions would only be acceptable with written approval of AutoZone. This approval if granted will be for the specific project requested and should not be considered a blanket approval. 9.00 TYPE OF CONTRACT A. This is a lump sum (stipulated sum) General Contract. The General Contractor shall be responsible for phases of work, to the extent required by the Contract Documents. B. "AutoZone Inc. Standard Construction Agreement', dated September 1996 and First Reissued June 12, 1998, Articles 1 through 18, inclusive, along with Addendums 1 through 3 are part of this Contract as thoi fully set forth herein and shall govern all work under this Contract. 10.00 INSURANCE COVERAGE A. Subject to the specific provisions and requirements of the AutoZone Inc. Standard Construction Agreeme the Contractor will be obligated to take out and maintain the following coverage: 1 Workman's Compensation 2. Comprehensive General Liability 3. Comprehensive Automobile Liability 4 Excess Liability (Umbrella Policy) B. AutoZone will be obligated to take out and maintain Owner's Liability (Builder's Risk) for the duration of th project. C. Contractor shall provide any other rider or endorsement to cover any project situation not covered by one the coverages listed above. D Contractor shall furnish to AutoZone certificates of insurance naming AutoZone as an additional insured f each specific project. 11.00 BONDS A. Contractor will be required to furnish a Performance and Payment Bond for the full amount of the contrac A bonding company rated "A -8' or better per the latest edition of AM Best Key Rating Guide must write ti bond. B. AutoZone may from time to time waive the bond requirements and reserves the right to do so at his discretion. C AutoZone will furnish any required bond for off -site work unless other arrangements are agreed to in writi D Contractor shall ensure that all inspections relating to bonded work have been made and shall furnish prc to AutoZone of such approved inspections. Contractor shall also provide assistance to AutoZone in obtaining the release of such bonds. End of Section J•\Production Masters\Docs\Project Specs\Div -1\Sec -01010 05/20 3 This Page Left Blank J•\Production Masters\Docs\Project Specs\Div- 1 \Sec-01010 05/20/09 4 r DIVISION 1 SECTION 01020 AZ VENDOR LIST 01020 AUTOZONE FURNISHED VENDOR LIST Division 5 Metals Sections 05210 05300 Steel Bar Joists Metal Deck CMC Joist Company 800 -643 -1577 Fax 800 -237 7571 Division 8 Doors Windows Section 08700 Hardware Cylinder Locks Best Locking Systems, Inc. 800 -227 2378 Fax 901 366 -9741 Division 8 Doors Windows Section 08700 Hardware Push Bar Exit Device Best Locking Systems, Inc. 800 -227 2378 Fax 901- 366 -9741 Division 9 Finishes Section 09900 Painting Pounce Patterns Signs Now 866 -278 -7371 Fax 901- 368 -1415 Division 10 Specialties Section 10426 Signage Jones Sign 920 983 -6700 Fax 920 983 -9145 Division 15 Mechanical Section 15400 Electric Water Heater Toilet Exhaust Fans Graybar Electric Company 800 -477 7150 Fax 901 278 -3534 Division 15 Mechanical Section 15500 Heating Air Conditioning Equipment Carrier Company 800 -264 -2512 Fax 901- 366 -3324 Division 15 Mechanical Section 15500 Venstar HVAC Controls Venstar Inc. 818- 341 -8760 Fax 818- 341 -8763 Division 16 Electrical Section 16400 Fused Main Disconnects Graybar Electric Company 800 -477 7150 Fax 901 278 -3534 Division 16 Electrical Section 16480 Panelboards Circuit Breakers Graybar Electric Company 800 -477 7150 Fax 901 278 -3534 Division 16 Electrical Section 16500 Light Fixtures, Lamps Accessories Graybar Electric Company 800 -477 7150 Fax 901 278 -3534 Division 16 Electrical Section 16500 Lighting Control Panel Accessories Venstar Inc. 818- 341 -8760 Fax 818 341 -8763 Note: Not all items listed above will be furnished on every project review drawings to determine if specific produc will be required to complete your project. End of Section J•\Production Masters\Docs\Project Specs\Div -1\Sec -01020 05/20/09 1 This Page Left Blank J•\Production Masters\Docs\Project Specs\Div -1\Sec -01020 05/20/09 2 DIVISION 1 SECTION 01030 AZ SUPPLIER LIST 01030 AUTOZONE SUPPLIER SOURCE LIST Division 2 Site Work Section 02520 Joint Cap Seal Greenstreak, Inc. 800 325 -9504 Fax 800 551 -5145 Division 8 Doors Windows Section 08250 Overhead Rolling Door Advanced Door Technologies 570 421 -5929 Fax 570 -421 1795 contact Brian Santore Division 8 Doors Windows Section 08400 Aluminum Storefront, Glazing and Entrance Doors Vistawall Architectural Products 800- 869 -4567 Fax 972 551 -6264 contact Kent Baumann United States Aluminum 800 220 -0126 Fax 972 937 -0405 contact Clark Folsom Division 9 Finishes Section 09900 Painting Paint Sherwin Williams Paint Company 678 361 -6108 Fax 678 261 -6769 Dwight LeClair Division 9 Finishes Section 09660 Resilient Tile Flooring Underlayment Ito Armstrong World Industries 800 442 -4212 Fax 813 973 -4517 Division 9 Finishes Section 09660 Resilient Tile Flooring Floor Wax Johnson Diversey, Inc. 800 558 -2332 End of Section J•\Production Masters\Docs\Project Specs\Div- 1 \Sec-01030 05/20/09 1 This Page Left Blank J•\Production Masters\Docs\Project Specs\Div -1\Sec -01030 05/20/09 2 DIVISION 1 SECTION 01410 TESTING LAB SERVICES PART 1 GENERAL 1.01 WORK INCLUDED. A. Selection and payment. B. Authorities and duties of the Testing Laboratory C Testing Laboratory reports. D Limits of Testing Laboratory authority E. Contractor responsibilities. F Schedule of observations and tests. 1.02 SELECTION AND PAYMENT A. Contractor or "build to suit" Developer will employ and pay for services of an independent Testing Laboratory to perform specified observations and testing. For Earthwork Testing the Contractor shall make ever effort to use to use the services of the firm that prepared the Geotechnical Report for the project. If unable to reach an agreement, Contractor shall notify the AutoZone Project Manager before engaging another firm The firm engaged to do earthwork testing may or may not be engaged to do the balance of the testing required for the project. B. Testing Laboratory shall be licensed in the state in which the project is located. All work performed shall be under the supervision of a licensed engineer C Employment of Testing Laboratory shall in no way relieve Contractor of obligation to perform work in accordance with requirements of Contract Documents. 1.03 AUTHORITIES AND DUTIES OF TESTING LABORATORY A. Cooperate with AutoZone, Architect and Contractor provide qualified personnel after due notice. B. Perform specified inspections, sampling and testing of materials and methods of construction. Comply with specified standards. Ascertain compliance of materials with requirements of Contract Documents. C Notify Contractor and AutoZone of observed irregularities or deficiencies in work or products. D Perform additional tests as required by AutoZone. 1.04 LIMITS OF TESTING LABORATORY AUTHORITY A. Testing Laboratory may not release, revoke, alter or enlarge requirements of Contract Documents. B. Testing Laboratory may not approve or accept any portion of the work. C. Testing Laboratory may not assume any duties of Contractor D Testing Laboratory has no authority to stop the work. 1.05 TESTING LABORATORY REPORTS A. After each observation and test, promptly submit two copies of report to AutoZone, the Engineer of Reco and to Contractor 1 Reports to AutoZone shall be addressed to Project Coordinator Dept 8322, P O.Box 2198, Memphis TN 38101 B. Reports shall include the following information: 1 Date issued 2. Store number and location 3. Name, address and telephone number of Testing Laboratory 4 Name and signature of inspector 5. Type of observation or test 6. Date and time of sampling, observation or test 7 Record of temperature and weather conditions 8. Identification of product and Specifications Section 9 Location of sample or test 10. Results and or interpretation of tests or observations 11 Conformance with Contract Documents C. Upon completion of the work, Testing Laboratory shall furnish a certified statement that all required tests and observations were made in accordance with the requirements of the Contract Documents. J•1Production Masters\Docs\Project Specs \Div -1\Sec -01410 05/20/09 1 1.06 CONTRACTOR RESPONSIBILITIES A. Cooperate with Testing Laboratory personnel at all times and provide access to the work and storage areas as required. B. Provide a copy of the structural documents, project specifications and geotechnical report as a minimum to the Testing Laboratory prior to the beginning of required inspections. C. Provide incidental labor and facilities to obtain and handle samples at the site, to facilitate tests and inspections; and to store and cure test samples. D Based on Project Schedule, notify AutoZone and Testing Laboratory 72 hours in advance of operations requiring observation and or testing services. If for any reason tests or observations cannot be performed after such notice, Contractor shall be responsible for the reimbursement to the AutoZone and or Testing Laboratory for personnel and travel expenses incurred due to Contractor's negligence. E. Make arrangements with Testing Laboratory and pay for additional samples and tests required for Contractor's convenience. F Make arrangements with Testing Laboratory and pay for additional inspections, sampling and testing required when initial tests indicate work does not comply with Contract Documents. PART 2 PRODUCTS (not used) PART 3 EXECUTION 3.01 SCOPE OF WORK A. The work to be performed by the Testing Laboratory shall be as specified in this Section and as determined in meetings with AutoZone. 3.02 EARTHWORK (section 02200) A. Testing Laboratory shall conduct a survey of the Contractor's proposed location of borrow soil materials and shall establish the suitability of any proposed fill material by determining the required engineering properties. Soil tests shall include soil classification, mechanical analysis, moisture density curve determination, and plasticity index determination. B. Testing Laboratory shall provide one optimum moisture density curve for each type of soil, natural, imported fill, or on -site fill, encountered in subgrade and fills under building slabs and paved areas. Curves shall be generated in accordance with ASTM D -1557, 'Test Methods for Moisture Density Relationships of Soil and Soil Aggregate Mixtures' C Testing Laboratory shall observe that subgrade and fill layers are firm unyielding and meet the specification compaction requirements before further construction work is performed thereon. D Perform field density tests in accordance with ASTM D 1556 (sand cone method) or ASTM D 2922 (nuclear method), as applicable. If field tests are performed using nuclear methods, make calibration checks of both density and moisture gauges at the beginning of work, on each different type material encountered, and at intervals as directed by the Geotechnical Engineer 1 Footing Subgrade: For each strata of soil on which footings will be placed, perform at least one test to verify required design bearing capacities. Subsequent verification and approval of each footing subgrade may be based on a visual comparison of each subgrade with related tested strata. 2. Paved Areas and Building Slab Subgrade: Perform at least one field density test 9f subgrade for every 2,000 sq. ft. of paved area or building slab, but in no case fewer than three tests. In each compacted fill layer perform one field density test for each 2,000 sq. ft. of overlaying building slab or paved area, but in no case fewer than three tests 3. Foundation Wall Backfill: Perform at least two field density tests at locations and elevations as directed by AutoZone or its representative. 4 If reports by Testing Laboratory indicate field densities lower than specified requirements, the Contractor shall perform additional compaction as necessary until the specified density is obtained and Testing Laboratory shall run additional tests to confirm results. This work shall be performed at no additional expense to AutoZone. E. Testing Laboratory shall inspect and verify that field conditions are consistent with soils report test results and that pier foundations, if required, are being correctly installed in proper soil strata and at proper elevation. J•\Production Masters\Docs\Project Specs\Div -1\Sec -01410 05/20/09 2 3.03 ASPHALT (section 02510) A. Testing Laboratory shall secure all necessary asphalt samples, make density tests determine thickness and check finished surfaces of each course for smoothness. Record location within project documents o where cores are taken and the results found all in accordance with ASTM D -3549. B. Contractor shall be responsible for patching all surfaces where cores are taken. C Furnish copies of all reports to AutoZone, Contractor and other officials as required. 3.04 SITE CONCRETE (section 02520) A. Testing Laboratory shall secure all necessary concrete samples, make air content and slump tests, recoi location within project of concrete tested, mold, cure, store and deliver required cylinders to the laborator B. Testing Laboratory shall review concrete design mix prior to placement. C. Each class of concrete shall be tested for the following, and sampling shall be taken from fresh concrete: 1 Slump: ASTM C -143; one test for concrete at point of discharge; and one test for each set of compressive strength test specimens. Any water added to bring mix to specified water cement ratic shall be noted on the batch ticket and in report. All slumps and test cylinders will be taken after the addition of any water 2. Air Content; ASTM C 173; volumetric method for lightweight or normal weight concrete; ASTM C 23' pressure for normal weight concrete; one for each set of compressive strength test specimens. 3. Concrete Temperature: Test hourly when air temperature is 40 degrees F and below or when 80 degrees F and above; and each time a set of compression test specimens made. 4 Compression Test Specimen. ASTM C -31 one set of four 6 by 12 inch cylinders for each compression strength test; mold and store cylinders for field cured test specimens. D The above listed sampling and testing shall be done for each 40 cubic yards placed each day, or at a minimum of each day's concreting. E. One cylinder shall be tested at 7 days for information and two cylinders shall be tested at 28 -days for acceptance. One cylinder shall be held in reserve for future testing if 28 -day results do not comply with specified requirements. A report of 7 and 28 -day strength tests shall be made directly by Testing Laboratory on the day testing is done as follows: 1 Two copies to AutoZone 2. One copy to Structural Engineer of record 3. One copy to Contractor F Average of any three consecutive 28 -day strength tests shall be equal to or greater than specified strength, and not more than 10 percent of tests shall have values less than specified strength. In no case shall a test have a value less than 90 percent of specified strength. G. In event test results do not meet specification requirements; the fourth cylinder shall be tested at 56 days at no cost to AutoZone. If this test does not meet specification requirements, AutoZone shall determine the next course of action to be taken by Contractor All work pursuant to this action shall be at Contractor's sole expense. H. Once site paving has been completed, Testing Laboratory shall core the concrete to determine actual thickness that has been placed. For full concrete parking lots take a minimum of ten cores, four in the drive aisles, four in the parking areas, and two in the loading area. For combination parking lots (asphalt and concrete) take a minimum of six cores four in the parking areas and two in the loading area. Core diameters shall be 2' or smaller and locations shall be determined by the Testing Laboratory randomly placed, and shall cover all thickness of paving called for on the drawings. If any core does not indicate th required thickness, then additional cores shall be taken to determine the magnitude of the substandard area. Patching or repair of paving where cores are taken shall be made with 4000 psi grout mix, packed tight and struck flush with surrounding surfaces and will be the responsibility of the Contractor Once coring has been completed, Testing Laboratory shall fumish a report which includes each core taken individually identified, the dimensional location of the core and the thickness of the core. Send two copies of report to AutoZone and one copy to the Contractor If cores indicate that concrete does not meet specification requirements, AutoZone shall determine the next course of action to be taken by Contractor All work pursuant to this action shall be at Contractor's sole expense. 3.05 BUILDING CONCRETE (section 03100) A. Testing Laboratory shall secure all necessary concrete samples, make air content and slump tests, record location within project of concrete tested, mold, cure, store and deliver required cylinders to the laboratory J•\Production Masters\Docs\Project SpecsOiv 1\Sec 01410 05/20/09 3 B. Testing Laboratory shall review concrete design mix prior to placement. C. Testing Laboratory shall inspect reinforcement placement in foundations and concrete stemwalls. D Each class of concrete shall be tested for the following, and sampling shall be taken from fresh concrete: 1 Slump: ASTM C -143; one test for concrete at point of discharge; and one test for each set of compressive strength test specimens. Any water added to bring mix to specified water cement ratio shall be noted on the batch ticket and in report. All slumps and test cylinders will be taken after the addition of any water 2. Air Content: ASTM C -173; volumetric method for lightweight or normal weight concrete, ASTM C -231 pressure for normal weight concrete; one for each set of compressive strength test specimens. 3. Concrete Temperature: Test hourly when air temperature is 40 degrees F and below or when 80 degrees F and above; and each time a set of compression test specimens made. 4 Compression Test Specimen: ASTM C -31 one set of four 6 by 12 inch cylinders for each compression strength test; mold and store cylinders for field cured test specimens. E. The above listed sampling and testing shall be done for each 40 cubic yards placed each day or at a minimum of each day's concreting. F One cylinder shall be tested at 7 days for information and two cylinders shall be tested at 28 -days for acceptance. One cylinder shall be held in reserve for future testing if 28 -day results do not comply with specified requirements. A report of 7 and 28 -day strength tests shall be made directly by Testing Laboratory on the day testing is done as follows: 1 Two copies to AutoZone 2. One copy to Structural Engineer of record 3. One copy to Contractor G. Average of any three consecutive 28 -day strength tests shall be equal to or greater than specified strength, and not more than 10 percent of tests shall have values Tess than specified strength. In no case shall a test have a value less than 90 percent of specified strength. H In event test results do not meet specification requirements; the fourth cylinder shall be tested at 56 days at no cost to AutoZone. If this test does not meet specification requirements, AutoZone shall determine the next course of action to be taken by Contractor All work pursuant to this action shall be at Contractor's sole expense. I. Once building slab has been poured, Testing Laboratory shall core the concrete to determine actual thickness that has been placed. Take a minimum of two cores. Core diameters shall be 2' or smaller and locations shall be determined by the Testing Laboratory randomly placed. If any core does not indicate the required thickness, then additional cores shall be taken to determine the magnitude of the substandard area. Patching or repair of slab where cores are taken shall be made with 4000 psi grout mix, packed tight and struck flush with surrounding surfaces and will be the responsibility of the Contractor Once coring has been completed, Testing Laboratory shall furnish a report which includes each core taken individually identified, the dimensional location of the core and the thickness of the core. Send two copies of report to AutoZone and one copy to the Contractor If cores indicate that concrete does not meet specification requirements, AutoZone shall determine the next course of action to be taken by Contractor All work pursuant to this action shall be at Contractor's sole expense. 3.06 UNIT MASONRY (section 04200) A. Testing Laboratory shall make observations, perform tests, and make reports as follows: 1 Verify that reinforcing dowels have been positioned as required by the drawings. 2. Observe and test masonry construction at frequency necessary to determine whether or not work conforms to Contract Documents. Items to be inspected include but are not limited to size, spacing, location, lap and grade of reinforcing; type and placement of masonry units; grouting of cells and construction procedure. a. Mortar properties will be per requirements of ASTM C -270 and test and evaluation report per ASTM C -780. b. Grout properties will be per requirements of ASTM C -476 and test and evaluation report per ASTM C -1019. c. Tests shall be performed for each 1000 square feet of wall or portion thereof 3. Furnish daily inspection reports to all required parties. Bring discrepancies to the immediate attention of Contractor for correction then if uncorrected, to AutoZone and building official. J•\Production Masters\Docs\Project Specs\Div -1\Sec -01410 05/20/09 4 4 Submit final report stating whether masonry construction was, to the best of Testing Laboratory's knowledge, in conformance with the Contract Documents and applicable provisions of governing building code. 5. Furnish copies of all reports to AutoZone and Contractor as well as building official, if required. 3.07 STRUCTURAL STEEL AND STEEL JOISTS (sections 05120 05210) A. Testing Laboratory shall make observations, perform tests, and make reports as follows. B. Field Welding: Observe and test in accordance with AWS D1 1 and as follows: 1 Perform visual inspection of all welds. Check for size, pinholes, undercut and overlap. Any visual indication of cracks shall be checked further using nondestructive methods. 2. Perform nondestructive tests of welds as follows: a. Fillet Welds: One spot test per member Magnetic particle testing may be used. b. Partial Penetration Welds: One spot test per weld using magnetic particle testing. c. Full Penetration Welds: Test the entire length of all field welds. Use radiographic or ultrasonic testing techniques. 3. All welds that fail shall be reweided and retested until they pass. When spot testing is designated, each spot test shall cover at least 4 inches of weld length When spot testing reveals indications of flaws requiring repair the entire length of the weld in that welded joint shall be tested. The cost of all retesting shall be at Contractor's expense. C. High Strength Bolted Connections: Inspect in accordance with AISC Specifications for Structural Joints and as follows: 1 Visually inspect all bolts. 2. In connections which transfer tension or are slip critical type, check a minimum of two bolts of every connection between girders and columns for proper torque with a calibrated torque wrench. 3. All bolted connections that fail shall be corrected and retested. The cost of all retesting shall be at Contractor's expense. D Verify anchor bolt condition, position, size, projection and embed prior to placing concrete E. Verify bearing and connections of steel joists and joist girders. Verify spacing and connections of bridginc and bracing for steel joists and joist girders. F Verify location, sizes, bearing and connections of steel framing. G. Verify metal deck connections to structure. H. Verify light gage framing sizes and connections. 3.08 POST INSTALLED CONCRETE ANCHORING A. Testing Laboratory shall make observations, perform tests, and make reports as follows: 1 Inspection during installation of adhesive anchors to verify the depth and diameter of the hole and preparation per manufacturer's specifications and applicable ICC reports. 3.09 SPECIAL INSPECTIONS A. Refer to structural drawings and local building department requirements for additional required special inspections over and beyond those required above. End of Section J•\Production Masters\Docs\Project Specs \Div-1 \Sec-01410 05/20/09 5 This Page Left Blank. JAProduction Masters\Docs'Project Specs\Div -1\Sec -01410 05/20/09 6 DIVISION 2 SECTION 02010 SITE CLEARING PART 1 GENERAL 1.01 GENERAL CONDITIONS A. AutoZone makes no warranty and assumes no responsibility for the condition or type of construction of any building(s) or structures on site existing at the time new construction commences. B. Contractor shall accept premises as found; clear building site as specified. 1.02 SUMMARY A. This section includes the following: 1 Protection of existing trees 2. Removal of trees and other vegetation 3. Topsoil stripping 4 Clearing and grubbing 5. Removing above grade improvements 6. Removing below grade improvements 1.03 PROJECT CONDITIONS A. Traffic: Conduct site clearing operations to ensure minimum interference with roads, streets, walks and other adjacent occupied or used facilities. Do not close or obstruct streets, walks or other occupied or used facilities without permission from authorities having jurisdiction. B. Protection of Existing Improvements: Provide protections necessary to prevent damage to existing improvements indicated to remain in place. 1 Protect improvements on adjoining properties and on the Project Site. 2. Restore damaged improvements to their original condition as acceptable to property owners. 3. Existing boundary or control monuments provided by AutoZone shall be maintained throughout construction. Any control damaged shall be replaced at Contractor's expense. C Protection of Existing Trees and Vegetation. Protect existing trees and other vegetation indicated to remain in place against: 1 Unnecessary cutting, breaking or skinning of roots; skinning or bruising of bark. 2. Smothering of trees by stockpiling construction materials or excavated materials within drip line. 3. Excess foot or vehicular traffic; or parking of vehicles within drip line. 4 Provide temporary guards to protect trees and vegetation to be left standing. a. Contractor shall be responsible for all fines, penalties, or fees levied due to removal of trees in wetlands, right -of -ways, or off the Project Site. b. Water trees and other vegetation to remain within limits of contract work as required in order to maintain their health during the course of construction operations. c. Provide protection for roots over 1 1/2 inch diameter cut during construction operations. Coat cut faces with emulsified asphalt, or other acceptable coating formulated for use on damaged plant tissues. Temporarily cover exposed roots with wet burlap to prevent roots from drying out; cover with earth as soon as possible. 5. Repair or replace trees and vegetation indicated to remain which are damaged by construction operations in a manner acceptable to AutoZone or governing jurisdiction. Employ a licensed arborist to repair damages to trees and shrubs. 6. Replace trees, which cannot be repaired and restored to full growth status as determined by the arborist. D Improvements on Adjoining Property Authority for performing removal and alteration work on property adjoining the Project Site will be obtained by AutoZone prior to issuance of Notice to Proceed. Extent of work on adjacent property is indicated on Drawings. PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION 3.01 GENERAL A. All work is to be accomplished in strict accordance with all ordinances and requirements of the governing local, state and/or federal agency applicable to this project. J•1Production Masters\Docs\Project Specs\Div -2\Sec -02010 05/20/09 1 B. Within the subject property the intent is to have a clean, clear site free of all existing items noted to be removed in order to permit the construction of the new project. C. Remove all utilities to existing structures whether shown or not. Cut and cap all underground lines at the property line. D For all items noted to be removed, remove not only above ground elements but all underground elements as well, including but not necessarily limited to foundations, gravel fills, tree roots, etc. E. Tree roots shall be excavated to a depth of at least 6' below footings and to 2 ft. below slab sub base and surrounding finish grades. F If this work is being performed under a separate contract, notify the project manager immediately upon completion of work in order to allow new construction to commence at the earliest possible date. G The contractor shall obtain any required permits and /or notices authorizing building demolition and disposal of debris. The contractor shall obtain all required certificates of severance of utility services as may be required by local utility companies. H. Where items have been removed or left a depression the contractor shall fill same back to surrounding natural grade. The fill material shall be placed in accordance with the requirements contained in the soils report and /or section 02200 Earthwork which ever is more stringent. 3.02 SITE CLEARING A. General: Remove trees, shrubs, grass and other vegetation, improvements, or obstructions as required to permit installation of new construction. Remove similar items elsewhere on site or premises as specifically indicated. Removal includes digging out and off -site disposal of stumps and roots. Cut minor roots and branches of trees indicated to remain in a clean and careful manner where such roots and branches obstruct installation of new construction. B. Topsoil: Topsoil is defined as friable clay loam surface soil found in a depth of not Tess than 4 inches. Satisfactory topsoil is reasonably free of subsoil, clay lumps, stones and other objects over 1 1/2 inches in diameter and without weeds, roots and other objectionable material. 1 Strip topsoil to whatever depths encountered in a manner to prevent intermingling with underlying subsoil or other objectionable material. a. Remove heavy growths of grass from areas before stripping. b. Where existing trees are indicated to remain, leave existing topsoil in place within drip lines to prevent damage to root systems. 2. Stockpile topsoil in storage piles in areas indicated or directed. Construct storage piles to provide free drainage of surface water Cover storage piles to prevent wind erosion if required. 3. Dispose of unsuitable or excess topsoil same as specified for disposal of waste material. C Clearing and Grubbing: Clear site of trees, shrubs and other vegetation except for those indicated to be left standing. 1 Completely remove stumps, roots and other debris protruding through ground surface. 2. Use only hand methods for grubbing inside drip line of trees indicated to remain. 3. Fill depressions caused by clearing and grubbing operations with satisfactory soil material unless further excavation of earthwork is indicated. a. Place fill material in horizontal layers not exceeding 9 inches loose depth and thoroughly compact to a density equal to adjacent original ground. D Removal of Improvements: Remove existing above -grade and below -grade improvements as indicated and as necessary to facilitate new construction. 1 Removal of abandoned underground piping or conduit interfering with construction is included under this Section. 3.03 DISPOSAL OF WASTE MATERIAL A. Burning on the Project Site: Burning is not permitted on the Project Site. B. Removal from the Project Site: Remove waste materials and unsuitable or excess topsoil from the Project Site. Waste materials shall be disposed of in a certified landfill. End of Section J•\Production Masters\Docs\Project Specs\Div -2\Sec -02010 05/20/09 2 DIVISION 2 SECTION 02020 EROSION CONTROL PART 1 GENERAL 1.01 GENERAL REQUIREMENTS A. This section consists of furnishing, installing and maintaining temporary erosion controls and temporary sedimentation controls. Contractor shall remove existing erosion control material from site after all other work is complete. B. Temporary erosion controls shall include grassing, mulching, watering and reseeding on -site sloped surfaces, providing berms at the top of slopes and providing interceptor ditches at the ends of berms and at those locations which will ensure that erosion during construction will be either eliminated or minimized. C Temporary sedimentation controls shall include silt dams, traps barriers and appurtenances at the toe of slopes. D Provide erosion control methods in accordance with methods as indicated on the erosion control plan and /or requirements of authorities having jurisdiction. Contractor shall comply with all National Pollutant Discharge Elimination System (NPDES) rules and regulations. Control measures shown on plans are minimum measures. Additional requirements may be imposed, at Contractor's expense, during the course of work. PART2 PRODUCTS 2.01 SILT BARRIER MATERIALS A. Hay bales shall be dean, seed free, cereal hay type, securely bound. B. Netting shall be 1/2 inch, galvanized steel wire mesh. C Filter stone shall be crushed 1 inch stone without excessive fines or dust. D Silt barrier shall be Mirofi 100X or approved equal with a water flow capacity of 40 gallons per minute per square foot. PART 3 EXECUTION 3.01 GENERAL REQUIREMENTS A. Contractor shall construct sedimentation ponds and control devices prior to clearing and grubbing the site to insure complete silt control. When the silt or debris level is greater than 1 foot above bottom of pond, remove the silt or debris to restore the proper elevation for the bottom of the pond. B. Silt dams, traps, barriers and appurtenances shall be installed and maintained in place for duration of construction. C Hay bales shall be staked with two 2 inch by 2 inch wood stakes or two rebars per bale driven 18 to 24 inches into the ground and finishing flush with the top of the bale. D Hay bale, which have deteriorated shall be replaced with new material. E. Erosion and sedimentation controls shall be maintained in a condition, which will retain unfiltered water F Contractor shall be solely responsible for insuring that no silt or debris leaves the immediate construction site. Any silt or debris that does leave the immediate site shall be cleaned up and the area disturbed shall be returned to its natural state as directed by the Project Manager at the Contractor's expense. End of Section J•\Production Masters\Docs\Project Specs\Div -2\Sec -02020 05/20/09 1 This Page Left Blank J•\Production Masters\Docs\Project Specs\Div -2\Sec -02020 05/20/09 2 DIVISION 2 SECTION 02200 EARTHWORK PART 1 GENERAL 1.01 GENERAL REQUIREMENTS A. A Geotechnical Investigation has been prepared by a foundation consultant; and the result is herein referred to as the Soils Report. The report was prepared for AutoZone's use in foundation and pavement design, and the foundation and pavement designs are based upon the conclusions contained in the report. The data contained in the report should not be construed as being representational of the entire site nor warranty the continuity of the soil condition. AutoZone shall not be responsible for interpretations or conclusions drawn by the Contractor from the report. B. All work performed under this section shall be done in strict conformance with the requirements of this section or the Soils Reports which ever is the more stringent. C. The required earthwork to be accomplished is to provide a minimum bearing value equal to the value called for in the Soils Report and or shown on the drawings, which ever is the more restrictive 1.02 SUMMARY A. This Section includes the following: 1 Preparing of subgrade for building slabs, walks and pavements. 2. Excavating and backfilling of trenches required for foundations and buried appurtenances. 3. Excavating and backfilling of trenches required for underground mechanical and electrical utilities and buried appurtenances. 4 Final grading, together with, placement and preparation of topsoil for lawns. 1.03 DEFINITIONS OF EXCAVATION A. Excavation consists of removal of materials encountered to subgrade elevations indicated and subsequent disposal of materials removed. B. Unauthorized excavation consists of removal of materials beyond indicated subgrade elevations or dimensions without specific direction of the Project Manager Unauthorized excavation, as well as remedial work directed by the Project Manager shall be at Contractor's expense. 1 Backfill and compact unauthorized excavations as specified for authorized excavations of same classifications unless otherwise directed by Project Manager 2. Under footings, foundation bases or retaining walls, fill unauthorized excavation by extending indicated bottom elevation of footing or base to excavation bottom without altering required top elevation. Lean concrete or self leveling gravel fill may be used to bring elevations to proper position, when acceptable to the Project Manager C Additional Excavation: When excavation has reached required subgrade elevations notify the testing service that will make an inspection of conditions. If the bearing materials at required sub -grade elevations are unsuitable, testing service and Project Manager will determine what course of action will be required to complete the excavation. Work required beyond the scope of the original requirements will be paid for on the basis of Contract Conditions relative to changes in the work. D Sub- grade: The layer of earth immediately below granular base, drainage fills or topsoil materials. This layer will usually require the top 12 inches to be scarified and recompacted. 1.04 QUALITY ASSURANCE A. Codes and Standards: Perform excavation work in compliance with applicable requirements of authorities having jurisdiction. B. Testing Service: For Earthwork Testing the Contractor shall make ever effort to use to use the services of the firm that prepared the Geotechnical Report for the project. If unable to reach an agreement, Contractor shall notify the AutoZone Project Manager before engaging another firm. The firm engaged to do earthwork testing shall perform services in accordance with the requirements of this section as well as Section 01410. 1.05 PROJECT CONDITIONS A. Site Information: Data on indicated subsurface conditions are not intended as representations or warranties of accuracy or continuity between soil borings. It is expressly understood that Owner will not be responsible for interpretations or conclusions drawn therefrom by Contractor Additional test J•\Production Masters\Docs\Project Specs\Div -2\Sec -02200 1 05/20/09 borings and other exploratory operations may be made by Contractor at the Contractor's option; however no change in the Contract Sum will be authorized for such additional exploration. B. Existing Utilities: Existing underground utilities are shown on the contract documents in their approximate locations according to the best available information. The Contractor shall be responsible for determining the exact location of the existing utilities during probing or construction. The Contractor shall notify the local Utilities Protection Service and the respective utility companies as shown on the survey contained in the contract documents at least two (2) working days prior to the start of work. If utilities are indicated to remain in place, the Contractor shall provide adequate means of support, protection and maintenance of service during earthwork operations. C. Use of Explosives: Use of explosives is not permitted unless written permission is obtained from AutoZone and from authorities having jurisdiction. D Protection of Persons and Property Barricade open excavations occurring as part of this work and post with warning lights. Operate warning lights as recommended by authorities having jurisdiction. Protect structures, utilities, sidewalks, pavements and other facilities from damage caused by settlement, lateral movement, undermining, washout and other hazards caused by earthwork operations. E. Dust Control: Conduct all operations and maintain the areas of activities including sweeping and sprinkling water on roadways and haul roads so as to prevent creation and dispersion of dust. PART 2 PRODUCTS 2.01 SOIL MATERIALS A. Satisfactory soil materials are defined as those complying with classification groups GW GP GM, SW SM, SC SP ML and CL. Soils classed ML and CL shall only be used as permitted by the Geotechnical Engineer B. Unsatisfactory soil materials are defined as those complying with classification groups OL, MH, CH, OH, GC and PT C. Sub -base Material: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone and natural or crushed sand. Other natural materials shall be as permitted by the Geotechnical Engineer D Drainage Fill: Washed, evenly graded mixture of crushed stone or crush or uncrushed gravel, with 100 percent passing a 1 1/2 inch sieve and not more than 5 percent passing a No. 4 sieve. E. Fill and Backfill Materials: Satisfactory soil materials free of unsatisfactory soil material, rock or gravel larger than 2 inches in any dimension, debris, waste, frozen materials, vegetation and other deleterious matter F It is the intent of this division to verify the quality of fill materials used at or as a part of this project whose origin was other than the project site (trucked in fill). To safeguard the interest of the AutoZone, the Testing Laboratory shall conduct a survey of the borrow pit and material as called for in Section 01410. In all cases AutoZone reserves the right to reject all fills, or borrow pit material if deemed unacceptable. PART 3 EXECUTION 3.01 EXCAVATION A. Excavation is unclassified and includes excavation to subgrade elevations indicated, regardless of character of materials and obstructions encountered. Remove and dispose of existing underground foundations and rubble required to complete the work. 3.02 STABILITY OF EXCAVATIONS A. Side slope of excavations shall comply with local codes, ordinance and requirements of agencies having jurisdiction. Shore and brace where sloping is not possible because of space restrictions or stability of material being excavated. Maintain sides and slopes of excavations in safe condition until completion of backfilling. All slope areas shall not exceed a 2 -foot horizontal to 1 -foot vertical grade (2:1). B. Install and maintain materials for shoring and bracing, such as sheet piling, uprights, stringers and cross braces in good serviceable condition. Establish requirements for trench shoring and bracing to comply with local codes and authorities having jurisdiction. Maintain shoring and bracing in excavations regardless of time period excavations will be open. Extend shoring and bracing as excavation progresses. J•\Production Masters\Docs\Project Specs\Div -2\Sec -02200 05/20/09 2 3.03 DEWATERING A. Prevent surface water and subsurface or ground water from flowing into excavations and from flooding project site and surrounding area. Do not allow water to accumulate in excavations. Remove water to prevent softening of foundation bottoms, undercutting footings and soil changes detrimental to stability of subgrades and foundations. Provide and maintain all system components necessary to convey water away from excavations. B. Establish and maintain temporary drainage ditches and other diversions outside excavation limits to convey rainwater and water removed from excavations to collecting or runoff areas. Do not use trench excavations as temporary drainage ditches. 3.04 STORAGE OF EXCAVATED MATERIALS A. Stockpile excavated materials acceptable for fill and backfill where directed by the Project Manager Do not place stockpiles near edge of excavations or within drip line of trees indicated to remain. Provide for proper drainage. Dispose of excess material as specified in this Section. 3.05 TRENCH EXCAVATION FOR PIPES AND CONDUIT A. Excavate trenches to uniform width, sufficiently wide to provide ample working room and a minimum of 6 to 9 inches of clearance on both sides of pipe or conduit. B. Excavate trenches to depth indicated or required to establish indicated slope and invert elevations and to support bottom of pipe or conduit on undisturbed soil. Beyond building perimeter keep bottom of trenches sufficiently below finish grade to avoid freeze -ups. 1 Where rock is encountered, carry excavation 6 inches below required elevation and backfill with a 6 -inch layer of crushed stone or gravel prior to installation of pipe or conduit. 2. Grade bottom of trenches notching under pipe bell or conduit fittings to provide solid bearing for entire body of pipe or conduit. 3. See Section 15400 for depth requirements of water bearing pipe. 4 Backfill trenches with concrete where trench excavations pass within 18 inches of column or wall footings and which are carried below bottom of such footings or which pass under wall footings. Place concrete to level of bottom of adjacent footing. 5. Do not backfill trenches until tests and inspections have been made and backfilling has been authorized by the Project Manager or the authority having jurisdiction. Use care in backfilling to avoid damage or displacement of pipe system 6. For pipe or conduit less that 2' -6" below the surface of roadways, provide 4 inch thick concrete base slab support as well as minimum 4 inch concrete encasement (sides and top) prior to backfilling or placement of roadway sub -base. Do not install encasement until completion of testing of piping or conduit. 3.06 COLD WEATHER PROTECTION A. Protect excavation bottoms against freezing when atmospheric temperature is less that 32 degrees Fahrenheit. 3.07 EXCAVATION FOR PAVEMENTS A. Cut surface under pavements to comply with cross sections, elevations and grades as indicated. 3.08 FILL AND BACKFILL A. Fill: Place soil material in layers to required subgrade elevations, for each area classification listed below using materials specified in Part 2 of this Section. In excavations, Contractor may use satisfactory excavated or borrow material. 1 Under grassed areas, use satisfactory excavated or borrow material. 2. Under walks and pavements, use aggregate base materials as indicated on the contract documents. 3. Under piping, conduit and equipment, use 3/4 -inch maximum granular bedding or per pipe manufacturer's recommendations for a finer granular bedding. Shape excavation bottom to fit bottom 90 degrees of cylinder B. Backfill: Backfill excavations as promptly as work permits, but not until completion of the following; including, where applicable, dampproofing, waterproofing and perimeter insulation. J•\Production Masters\Docs\Project Specs\Div -2\Sec -02200 3 05/20/09 1 Acceptances of construction below finish grade. 2. Inspection, testing, approval and recording locations of underground utilities. 3. Removal of concrete formwork 4 Removal of shoring and bracing and backfilling voids with satisfactory materials. Cut off temporary sheet piling driven below bottom of structures and remove in a manner to prevent settlement of the structure or utilities or leave in place if required. 5. Removal of trash and debris from excavation 6. Permanent or temporary horizontal bracing is in place on horizontally supported walls. 3.09 PLACEMENT AND COMPACTION A. Ground Surface Preparation: Remove vegetation, debris, unsatisfactory soil materials, obstructions and deleterious materials from ground surface prior to placement of fills. Plow strip or break up surface steeper than 1 vertical to 4 horizontal so fill material will bond with existing surface. 1 When existing ground surface has a density less than specified under `Compaction" for particular area classification, break up ground surface pulverize, moisture condition to optimum moisture content and compact to required depth and percentage of maximum density B. Place fill and backfill materials in layers not more than 9 inches in loose depth for material compacted by heavy compaction equipment and not more than 4 inches in loose depth for material compacted by hand operated tampers. C Before compaction, moisten or aerate each layer as necessary to provide optimum moisture content. Compact each layer to required percentage of maximum dry density or relative dry density for each area classification Do not place fill or backfill material on surfaces that are muddy, frozen or contain frost or ice. D Place fills and backfill materials evenly adjacent to structures, piping or conduit to required elevations. Prevent wedging action of material against structures or displacement of piping or conduit by carrying material uniformly around structure, piping or conduit to approximately same elevation in each lift. E. Control compaction of soils and fills, providing minimum percentage of density specified for each area classification indicated below unless a greater requirement is called for in either the Soils Report or on the Drawings. Correct improperly compacted areas or lifts as directed by Project Manager if soil density tests indicate inadequate compaction. 1 Percentage of Maximum Density Requirements: Compact soil to not less than the following percentages of maximum density in accordance with ASTM D 698 'Standard Proctor' a. Under structures and building floor slabs: Compact top 12 inches of subgrade and each layer of fill or backfill material at 95 percent maximum density b. Under all paved areas: For concrete compact top 12 inches of subgrade and each layer of fill or backfill material at 95 percent maximum density For asphalt compact top 12 inches of subgrade and each layer of fill or backfill material at 98 percent maximum density c. Trenches for underground utility lines shall be backfilled with suitable material compacted at 95 percent maximum density d. Under lawns or unpaved areas: Compact the top 6 inches of sub -grade and each layer of fill or backfill material at 90 percent maximum density e. If required compaction is unattainable during the normal course of construction, contact Project Manager for direction and steps to be taken. Do not immediately start undercutting and replacement operations. 2. Moisture Control: Where subgrade or layer of soil material must be moisture conditioned before compaction, uniformly apply water to surface of subgrade or layer of soil material. Apply water in minimum quantity as necessary to prevent free water from appearing on surface during or subsequent to compaction operations. Remove and replace, or scarify and air dry soil material that is too wet to permit compaction to specified density Soil material that has been removed because it is too wet to permit compaction may be stockpiled or spread and allowed to dry Assist drying by disking, harrowing or pulverizing until moisture content is reduced to a satisfactory level. 3.10 GRADING A. Uniformly grade areas within limits of grading under this Section, including transition areas. Smooth finished surface within specified tolerances, compact with uniform levels or slopes between points where elevations are indicated or between such points and existing grades. J•\Production Masters\Docs\Project Specs\Div -2\Sec -02200 05/20/09 4 B. Grading Outside Building Lines: Grade areas adjacent to building lines to drain away from structures and to prevent ponding. Finish surfaces free from irregular surface changes and as follows: 1 Lawn or Unpaved Areas: Finish areas to receive 3 inches of topsoil. The finish topsoil grades shall be within not more than 1 /2 inch above or below required elevation. 2. Walks and Pavements: Shape surface of areas to line, grade and cross section with finished surface not more than 1 /2 inch above or below required subgrade elevation. C Grading of Fill under Building Slab: Grade smooth and even, free of voids, compacted as specified and to indicated elevation. Slope surface for positive drainage to under floor drains. Provide final grades within a tolerance of 1/2 inch when tested with a 10 -foot straightedge 3.11 BUILDING SLAB DRAINAGE COURSE A. Drainage course consists of placement of crushed sand or gravel fill material, in layers of indicated thickness, over subgrade surface to support concrete building slab. B. Place gravel fill material on prepared subgrade. Place gravel in layers of uniform thickness, conforming to required cross section and thickness. Maintain optimum moisture content for compacting material during placement operation. When a compacted drainage course is shown to be 6 inches thick or less, place material in equal layers, except no single layer shall be more than 6 inches or Tess than 3 inches in thickness when compacted. 3.12 PAVEMENT BASE COURSE A. Pavement base course consists of placement of gravel fill material, in layers of indicated thickness, over subgrade surface to support pavement. B. Place gravel fill material on prepared subgrade. Place gravel in layers of uniform thickness, conforming to required cross section and thickness. Maintain optimum moisture content for compacting material during placement operation. When a compacted drainage course is shown to be 6 inches thick or less, place material in equal layers, except no single layer shall be more than 6 inches or less than 3 inches in thickness when compacted. 3.13 FIELD QUALITY CONTROL A. Quality Control Testing during Construction: Allow testing service to inspect and approve each subgrade and fill layer before further fill, backfill or construction work is performed. See Section 01410 for testing laboratory services and requirements. 3.14 EROSION CONTROL A. See Section 02020 for erosion control requirements. 3.15 MAINTENANCE A. Protect newly graded areas from traffic and erosion. Keep free of trash and debris. B. Repair and re- establish grades in settled, eroded and rutted areas to specified tolerances. C Where completed compacted areas are disturbed by subsequent construction operations or adverse weather scarify surface, reshape, and compact to required density prior to further construction at no additional cost to AutoZone. D Where settling is measurable or observable at excavated areas during general project warranty period, remove surface (pavement, lawn or other finish), add backfill material, compact and replace surface treatment. Restore appearance, quality and Condition of surface or finish to match adjacent work and eliminate evidence of restoration to greatest extent possible, all at no additional cost to AutoZone. 3.16 DISPOSAL OF EXCESS AND WASTE MATERIAL A. Remove waste materials, including unacceptable excavated material, trash, debris and dispose of it off the Project Site in a legal and approved disposal area. End of Section J•\Production Masters\Docs\Project Specs\Div -2\Sec -02200 05/20/09 5 This Page Left Blank J•\Production Masters\Docs\Project Specs\Div -2\Sec -02200 05/20/09 6 DIVISION 2 SECTION 02215 TERMITE CONTROL (to be used for all wood framed buildings and if required by code) PART 1 GENERAL 1.01 GENERAL REQUIREMENTS A. Provide certifications that products used comply with U.S. Environmental Protection Agency (EPA) regulations for termiticides. Use only product that bear a federal registration number of the EPA and are approved by the local authority having jurisdiction. B. Engage a professional pest control operator who is licensed according to regulations of governing authorities to apply soil treatment solution. C Do not apply soil treatment solution until excavating, filling and grading operations are complete, except as otherwise required in the construction operations. Do not apply soil treatment to frozen or excessively wet soils or during inclement weather 1.02 WARRANTY A. Furnish written warranty executed by Applicator and Contractor certifying that applied soil termiticide treatment will prevent infestation of subterranean termites. If subterranean termite activity is discovered during warranty period, Contractor will re -treat soil and repair or replace damage caused by termite infestation. B. Warranty period will be 5 years from the date of Substantial Completion and shall not deprive AutoZone of other rights that may be occuring under other provisions of the Contract Documents. Warranty will be in addition to and run concurrent with other warranties made by Contractor under requirements of the Contract Documents. PART 2 PRODUCTS 2.01 SOIL TREATMENT SOLUTION A. Use an emulsible concentrated termiticide that dilutes with water specially formulated to prevent termite infestation. Fuel oil will not be permitted as a dilutant. Provide a solution consisting of one of the following elements: 1 Chloropyrifos: Dursban -TC Dow Chemical Co. 2. Permethrin: Dragnet -FT FMC Corp. or Torpedo, ICI Americas Inc. 3. Cypermethrine: Prevail -FT FMC Corp. or Demon, ICI Americas Inc. 4 Bifenthrin: Baseline, FMC Corp. B. Dilute with water to concentration level recommended by manufacturer C. Other solutions may be used as recommended by Applicator if approved for intended application by local authorities having jurisdiction. Use only soil treatment solutions that are not harmful to plants and vegetation. PART 3 EXECUTION 3.01 APPLICATION A. Remove foreign matter that could decrease treatment effectiveness on areas to be treated. Loosen rake and level soil to be treated, except previously compacted areas under slabs and foundations. Toxicants may be applied before placing compacted fill under slabs if recommended by toxicant manufacturer B. Apply soil treatment solution as follows: 1 Under Slab on Grade Structures: Apply 4 gallons of chemical solution per 10 linear feet to the entire inside perimeter of the foundation wall, around plumbing pipes and conduits which penetrate the foundation wall and or slab, and around interior column footings. 2. Perimeter of Slab on Grade Structures: Apply 4 gallons of chemical solution per 10 lineal feet for each foot of depth from finished grade to bottom of footing. Along outside edge of building dig a trench 6 to 8 inches wide to a depth not less than 12 inches. Punch holes to the top of the footing at not more than 12 inches on center and apply chemical solution. Mix chemical solution with soil as it is being replaced in trench. 3. At hollow masonry foundations, treat voids at the rate of 2 gallons of chemical solution per 10 linear feet, poured directly into the hollow spaces. J•\Production Masters\Docs\Project Specs\Div -2\Sec -02215 05/20/09 1 4 At expansion joints, control joints and other areas where the slab will be penetrated, apply 4 gallons of chemical solution per 10 lineal feet. C. Post signs in areas of application to warn workers that soil termiticide treatment has been applied. Remove signs after areas are covered by other construction D Reapply soil treatment solution to areas disturbed by subsequent excavation, landscape grading or other construction activity following application. End of Section J•\Production Masters\Docs\Project Specs\Div -2\Sec -02215 05/20/09 2 DIVISION 2 SECTION 02510 ASPHALT PAVING PART 1 GENERAL 1.01 GENERAL REQUIREMENTS A. All work done under this Section shall conform to the appropriate specification of the state or local highway Department of Transportation (DOT) under whose jurisdiction this project falls. B. Submit an asphalt mix design for review and approval for each type of pavement course specified. The mix design shall not be older than 2 years from the date paving work is performed and shall bear some type of marking indicating acceptance by the governing authority having jurisdiction. C Material for aggregate base course, hot mix asphalt binder and surfaces courses shall meet or exceed the State DOT material specifications for road materials. D The use of 'superpave asphalt" for AutoZone parking will be prohibited. E. Submit material certificates signed by material producer and Contractor certifying that each material item complies with or exceeds specified requirements. 1.02 SITE CONDITIONS A. Apply tack coats when air temperature is above 50 degrees F (10 degrees C) and when air temperature has not been below 35 degrees F (1 degree C) for 12 hours immediately prior to application. Do not apply when base is wet or contains an excess of moisture. B. Construct hot -mixed asphalt surface course when air temperature is above 40 degrees F (4 degrees C) and when base is dry Base course may be placed when air temperature is above 35 degrees F (1 degree C) and rising. C. Establish and maintain required lines and elevations, including crown and cross -slope for each course of pavement during construction operations. D Verify that earthwork subgrade is completed to the correct lines and grade elevations. Do not commence work until conditions are satisfactory and acceptable for pavement construction. PART 2 PRODUCTS 2.01 MATERIALS A. Use locally available materials and gradations that exhibit a satisfactory record of previous installations. A maximum of 10 percent recycled asphalt pavement (RAP) can be used. B. Course Aggregate: Sound, angular crushed stone, crushed gravel or properly cured crushed blast furnace slag, complying with ASTM D 692 -88. C Fine Aggregate: Sharp -edged natural sand or sand prepared from stone, properly cured blast furnace slag gravel or combinations thereof, complying with ASTM D 1073 D Asphalt: Conform to DOT Specifications for plant -mix pavements. E. Tack Coat: Conform to DOT Specifications. F Off Site Traffic Marking Paint: Chlorinated rubber -alkyd complying with AASHTO M 248, Type III, and (FS -TT -P -115) or meeting local DOT requirements. Colors will be White or Yellow as required. G Parking Lot Paint: See Section 09900 of these Specifications. H. Asphalt Aggregate Mixture: Provide plant- mixed, hot laid asphalt- aggregate mixture complying with the applicable sections of DOT Standard Specifications and other authorities having jurisdiction. PART 3 EXECUTION 3.01 INSPECTION A. Examine the subgrade on which bituminous pavement shall be installed. Notify the Project Manager in writing of conditions detrimental to the proper and timely completion of the work. Do not proceed with the work until unsatisfactory conditions have been corrected. 3.02 SURFACE PREPARATION A. General: Remove loose material from compacted subgrade surface immediately before applying aggregate base course. B. Tack Coat: Apply to contact surfaces of previously constructed asphalt or Portland cement concrete and surfaces abutting or projecting into hot -mix asphalt pavement. Distribute at rate of 0.03 to 0.08 gallons per square yard of surface. J•\Production Masters\Docs\Project Specs\Div -2\Sec -02510 05/20/09 1 C Allow to dry until at proper condition to receive paving. Prevent contamination of tack coat prior to paving. D Exercise care in applying bituminous materials to avoid smearing of adjoining concrete surfaces. Remove and clean damaged surfaces. 3.03 PLACING MIX A. General: Place plant- mixed, hot -laid asphalt aggregate mixture in accordance with standard specifications on prepared surface, spread and strike off Spread mixture at minimum temperature of 225 degrees F (107 degrees C). Place areas inaccessible to equipment by hand. Place each course to required grade, cross section and compacted thickness. When mixes are transported at temperatures below 50 degrees F or when haul lengths exceed 20 miles, insulate truck beds and provide tarp to cover mix. B. Pavement Placing: Place in strips not less than 10 feet wide, unless otherwise acceptable to Project Manager After first strip has been placed and rolled, place succeeding strips and extend rolling to overlap previous strips. Complete base course for a section before placing surface course. C. Immediately correct surface irregularities in finish course. Remove excess material from high spots with shovel or lute. D Joints: Make joints between old and new pavements, or between successive days' work, to ensure continuous bond between adjoining works. Construct joints to have same texture, density and smoothness as other sections of hot -mix asphalt course. Clean contact surfaces and apply tack coat. 3.04 ROLLING A. General: Begin rolling when mixture will bear roller weight without excessive displacement, and compact mixture with hand tampers or vibrating plate compactors in areas inaccessible to rollers. B. Breakdown Rolling: Accomplish breakdown or initial rolling immediately following rolling of joints and outside edge. Check surface after breakdown rolling and repair displaced areas by loosening and filling, if required, with hot material. C. Second Rolling: Follow breakdown rolling as soon as possible, while mixture is hot. Continue second rolling until mixture has been evenly compacted. D Finish Rolling: Perform finish rolling while mixture is still warm enough for removal of roller marks. Continue rolling until roller marks are eliminated and the surface has a smooth, evenly compacted appearance. E. Patching: Remove and replace defective areas of paving, or areas mixed with foreign materials. Cut out such areas and fill with fresh, hot -mixed asphalt, compacting by rolling to specified surface density and smoothness. F Protection: After final rolling, do not permit vehicular traffic on pavement until it has cooled and hardened. Erect barricades to protect pavement from all traffic. 3.05 TRAFFIC AND LANE MARKINGS A. Cleaning: Sweep and clean surface to eliminate loose material and dust. Surface shall be clean and dry free from loose dirt, grease, oil, etc. B. Striping: Do not apply traffic and lane marking paint until layout and placement have been verified with the Construction Documents. Do not apply on damp surfaces or when relative humidity is above 85 percent or when air or surface temperatures are below 40 degrees F If miss marking occurs, correct as directed by Project Manager Use color of paint as required by authority having jurisdiction. C Apply paints with mechanical equipment to produce uniform straight edges. Apply at manufacturers recommended rates to provide minimum 10.0 to 15.0 mils wet thickness. Paint shall not be thinned more than 1/2 gallon to 5 gallons of paint. D See Section 09900 for parking lot painting requirements. 3.06 FIELD QUALITY CONTROL A. An independent testing laboratory will test in -place work for compliance with requirements for thickness and surface smoothness. Repair or remove and replace unacceptable paving as directed by the Project Manager B. In -place compacted thickness, tested in accordance with ASTM D 3549, will not be acceptable if exceeding following allowable variations: 1 Asphalt Base Course: Plus or minus 1/2 inch J•\Production Masters\Docs\Project Specs\Div -2\Sec -02510 05/20/09 2 2. Asphalt Surface Course: Plus or minus 1/4 inch C The mixture shall have a density when thoroughly compressed, of not Tess than 93 percent of the calculated density of a voidless mixture composed of the same materials in like proportions. D Test finished surface of each course for smoothness, using a 10 foot straightedge applied parallel with and at right angles to centerline of paved area. Surfaces will not be acceptable if exceeding the following tolerances for smoothness: 1 Asphalt Base Course Surface: 1/4 inch. 2. Asphalt wearing Course Surface: 3/16 inch. 3. Crowned Surfaces: Test with crowned template centered and at right angle to crown. Maximum allowable variance from template is 1/4 inch. 4 Areas of ponding or standing water in excess of 1/8 inch will not be acceptable. End of Section J•\Production Masters\Docs\Project Specs\Div- 2\,Sec -02510 05/20/09 3 This Page Left Blank J•\Production Masters\Docs\Project Specs\Div -2\Sec -02510 05/20/09 4 DIVISION 2 SECTION 02520 SITE CONCRETE PART 1 GENERAL 1.01 WORK INCLUDED A. This section specifies cast -in -place concrete, including formwork, reinforcing, mix design, placement procedures and finishes for concrete curb and gutter paving, light pole bases, site retaining walls and other miscellaneous concrete. B. Cast -in -place concrete for building retaining walls, loading docks, floor slab and foundations is specified in Section 03100. C Prepare sub -grade and base as specified in other sections. D All layout work including setting of elevations shall be from established control points. E. Unless otherwise shown or specified, the work shall conform to the appropriate standards of the American Concrete Institute (ACI) latest criteria. 1.02 SUBMITTALS A. Submit manufacturer's product data with application and installation instructions for admixtures, curing compounds, expansion joint fillers and sealant. PART 2 PRODUCTS 2.01 FORM MATERIALS A. Forms for Exposed Finished Concrete: Plywood metal metal- framed plywood faced, or other acceptable panel type materials, to provide continuous, straight, smooth exposed surfaces. B. Forms for Unexposed Concrete: No. 2 common boards of dimensioned lumber of uniform thickness. C Form Coatings: Provide commercial formulation form coating compounds with a maximum VOC of 350 mg/I that will not bond with, stain, or adversely affect concrete surfaces and will not impair subsequent treatment of concrete surfaces. D Form Ties: Factory fabricated, removable, or snap -off metal or glass fiber reinforced plastic form ties designed to resist lateral pressure of fresh concrete on forms and to prevent spelling of concrete on removal. 2.02 REINFORCING MATERIALS A. Primary Structural Reinforcing: 1 Reinforcing steel shall be deformed bars, conforming to ASTM A 615, Grade 60, as shown on drawings. 2. Steel shall be clean, free from scale and rust, flat and level. Reinforcing steel shall be located at depths and positions indicated on drawings. Provide dowels, accessories, etc. required for completing the work. B. Secondary Temperature- Shrinkage Reinforcement: 1 Collated fibrillated polypropylene (CFP) micro fibers engineered and designed for use in concrete complying with ASTM C1116, Type III with a minimum fiber bundle length of 3 4-inch, added at the time of concrete batching, at the rate of 1.5 pounds per cubic yard of concrete in accordance with the fiber manufacturers instructions. 2. Waste stream CFP fibers or POY (partially oriented yarn) fibers shall not be used under any conditions. 3. If conditions require the addition of a high -range (super plasticizer) water reducer, fibrous reinforcement should be added prior to the incorporation of the super plasticizer This will insure the optimum mixing friction required to properly distribute the fiber 4 Contractor shall have the option of using welded wire mesh in lieu of the polypropylene fibers if he so chooses. Mesh used for temperature shrinkage control shall be 6x6 10x10 at a minimum or as sized and indicated on the drawings. 2.03 CONCRETE MATERIALS A. Concrete: Ready mix concrete conforming to ASTM C -94 B. Portland Cement: ASTM C -150, Type 1 II, or I /II unless another type is called for in Soils Report. 1 Use same brand of cement throughout project unless otherwise directed by AutoZone Construction Project Manager J•\Production Masters\Docs\Project Specs\Div -2\Sec -02520 05/20/09 1 C. Aggregates: 1 Maximum size of coarse aggregate shall not exceed 1/5 the narrowest dimension between forms, 1/3 the thickness of unreinforced slabs; or 3/4 of the minimum clear spacing between reinforcing bars or 1 1/2 inch. Maximum coarse aggregate size shall be 1 inch for slabs Tess than 5 inches thick. 2. Coarse and fine aggregate shall conform to applicable requirements of ASTM C33. Provide aggregates from a single source. Aggregates shall be washed and screened, consist of hard durable particles without adherent coatings and free of deleterious reactivity to alkali in cement. Fine aggregate shall be graded from coarse to fine to produce a minimum percentage of voids. 3. Use no coal or lignite in concrete that will not be covered by building materials or soil. 4 Aggregate shall not be alkali reactive, cause pop -outs, "D" cracking, or other disruptions due to moisture gain, freezing or other mechanisms based on tests. 5. Absorption level of coarse aggregate shall not exceed five percent. D. Water Potable or must comply with ASTM C 1602 E. Admixtures: Purpose for admixtures used shall be clearly stated on concrete mix design. Provide admixtures certified by manufacturer to be compatible with other required admixtures. Set control admixtures may be used only when adverse weather conditions are anticipated and require approval of the AutoZone Construction Project Manager 1 Air Entraining Admixture: ASTM C -260, certified by manufacturer to be compatible with other required admixtures. 2. Fly Ash Pozzolans: ASTM C -618, Class C or F Carbon content not greater than 3 percent by volume. Use only one type and source throughout the project. 3. Ground Granulated Blast Furnace Slag: ASTM C 989, Grade 100 or 120. Use only one type and source throughout the project. 4 Prohibited Admixtures: Calcium chloride, thiocyanates or admixtures containing more than 05 percent chloride ions. 5. Water reducers, non chloride, non corrosive accelerators, and retarders ASTM C 494 6. Superplasticizer (high range water reducer): ASTM C494 Type F or G 7 Evaporation Reducer Monomolecular film manufactured for application to fresh concrete F Liquid Membrane Curing Compound: Complying with ASTM C -309, Type 1 Class A unless other type approved by AutoZone. Moisture loss, when applied at a rate of 200 square feet per gallon shall not be more than 0.055 gr. /sq.cm Material used shall dry clear G Water Repellant Sealer Penetrating, breathable, non yellowing, waterborne silane siloxane sealer complying with ASTM C -672, and NCHRP 244 Material used shall dry clear H. Bonding Agent: ASTM C1059/C1059M, Type 11 non redispersible, acrylic emulsion. I. Epoxy Bonding Adhesive: ASTM C881 two- component epoxy resin, capable of humid curing and bonding to damp surfaces, of class suitable for application temperature and of grade to suit requirements. J Form Releasing Agent: Non staining. K. Waterstop: Rubber minimum 1750 psi tensile strength, minus 50 degrees F to plus 175 degrees F temperature range; 6 inches wide minimum by maximum possible length. 2.04 JOINT MATERIALS A. Expansion and Construction Joints: 1 Joint Filler shall be asphalt impregnated cellular fiberboard conforming to ASTM D -1751 or redwood of appropriate width. 2. Paving cap seal as manufactured by Greenstreak, Inc. St. Louis, Missouri. a. Model number 610 for areas of vehicular paving b. Model number 626 for transverse joints in sidewalks c. Model number 632 for the joint between the sidewalk and the building. 2.05 CONCRETE MIX, DESIGN AND TESTING A. Design mix to produce normal weight concrete to produce the following properties: 1 Compressive Strength: 4000 psi minimum at 28 days unless noted otherwise on the structural or civil drawings. 2. Air Content: 6 percent plus or minus 1 1/2 percent for concrete exposed to freeze thaw J•\Production Masters\Docs\Project Specs\Div -2\Sec -02520 05/20/09 2 3. Slump: 4 inch maximum verified in plant before adding water reducing admixture. Slump shall be not more than 8 inches after adding water reducing admixture. 4 Concrete shall be composed of Portland cement, fine aggregate, coarse aggregate, water and admixtures where applicable. Determine proportions of ingredients in accordance with ACI 318, to provide required strength, slump, resistance to weathering, place ability, durability and surface hardness for each class of concrete. Provide admixtures as required or appropriate to enhance workability control set, or improve strength. Design concrete mixes to be workable, and appropriate for each application and type of placement or conveying in the field, to bond readily to reinforcement without segregation or the formation of excessive free water on surfaces. 5. Note any special characteristics of mix which require precautions in mixing, placing, or finishing techniques to achieve finished product specified. B. The minimum Cementitious Materials Content of the concrete shall be as follows: 1 For Air Entrained Concrete 611 pounds per cubic yard. 2. For Non Air Entrained Concrete 564 pounds per cubic yard. 3. FIy ash may be used in cement mixture with a maximum fly ash content equal to 20 percent of cement content by weight. 4 Ground Granulated Blast Furnace Slag (GGBFS) may be used in cement mixtures with a maximum content of "GGBFS' equal to 30 percent of the total cement content by weight. 5. Mixes containing FIy Ash or Slag (GGBFS) shall be adjusted for cold weather C In any mix, the maximum water cementitious materials ratio shall be between 0.45 and 0.50. D Concrete shall be proportioned by either the trial batch method or the field experience method. 1 Where the trial batch method is used, make three test cylinders for each trial batch. Break one cylinder at 7 days and two at 28 days to verify strength requirements. Adjust proportions to produce a design mix at least 1200 psi greater than the specified strength. 2. Where the field experience method is used, the required average compressive strength shall be determined in accordance with paragraph 5.3.2 of ACI 318. Documentation that proposed concrete proportions will produce an average compressive strength equal to or greater than required shall consist of at least 10 consecutive tests encompassing a period of time of not less than 45 days and made within the past 18 months. E. Sampling and testing for field quality control during placement of concrete shall conform to the requirements of 'Section 01410. F Distribute copies of test results to AutoZone, contractor and structural engineer of record. Non- compliant test reports shall be e- mailed or faxed immediately from the laboratory doing the work with non compliant items clearly noted. G. Review and approval of concrete mix design by AutoZone Construction Project Manager, special inspectors, or structural engineer of record is only for general conformance with the project specifications. It is the responsibility of the contractor to provide a design mix that meets the requirements of the specifications. PART 3 EXECUTION 3.01 GENERAL A. Maintain access for vehicular and pedestrian traffic as required for other construction activities. B. Form, install reinforcements, pour strip, rub, cure and protect concrete walls, bases, curbs, sidewalks, pavements and other concrete structures shown on drawings to size, shape and location required. 3.02 SURFACE PREPARATION A. Remove loose material from compacted base surface immediately before placing concrete B. Proof -roll prepared base surface to check for unstable areas and need for additional compaction. 3.03 FORM CONSTRUCTION A. Forms shall be used wherever necessary to confine the concrete and shape it to the required dimensions. Forms shall have sufficient strength to withstand the pressure resulting from placement and vibration of concrete and shall have sufficient rigidity to maintain specified tolerances. B. The design and engineering of the formwork, as well as its construction shall be the responsibility of the Contractor C. Forms shall be sufficiently tight to prevent loss of mortar from the concrete. All exposed corners shall have a 3/4 -inch by 3/4 -inch chamfer unless otherwise noted. J•\Production Masters\Docs\Project Specs\Div -2VSec -02520 05/20/09 3 D Form ties shall leave no corrodible metal closer than 1 inch to the exposed surface of the concrete. Form ties shall leave holes no larger than 1 inch in diameter in concrete surface when removed. Ties shall be of size and weights for pressures developed and installed in accordance with manufacturer's recommendations. Form ties for exterior walls and grade beams shall be leak proof and water seal type. E. Forms for exposed surfaces shall be coated with non staining release agent applied before the reinforcing steel is placed. F Set forms to grades and lines, rigidly braced and secure. Install sufficient quantity of forms to allow continuous progress of work and so that forms can remain in place for at least 24 hours after placement or until concrete has adequately hardened. Care shall be taken to avoid spalling the concrete surfaces. G. Check complete formwork for grade and alignment to following tolerances: 1 Top of forms not more than 1/8 inch in 10 feet. 2. Vertical face on longitudinal axis not more than 1/4 inch in 10 feet. H. Clean forms after each use and coat form with release agent as often as required to ensure separation from concrete without damage. 3.04 REINFORCEMENT A. Reinforcing steel shall be accurately fabricated to the dimensions required or shown and shall conform to standards contained in the ACI Detailing Manual or CRSI Manual of Standard Practice, latest edition. Bars shall be bent cold and shall not be straightened in a manner that will injure the material. Welding as an aid to fabrication or installation will not be permitted unless specifically shown on the drawings. B. Reinforcing shall be placed so that the proper concrete cover is provided. It shall be the Contractors responsibility to ensure the intended reinforcement location is maintained during concrete placement. Tie bars at intersections with soft steel wire Do not drive nails into wood forms to support reinforcing. Reinforcing bars partially imbedded in concrete shall not be field bent. C. Lap splices of reinforcing as called for on drawings. Do no splicing at points of maximum stress. Lap all bars at all corners and abrupt changes in direction within walls and beams. Provide, steel dowels between foundations and walls, pilasters, columns and elsewhere, as indicated on drawings or as conditions require. D Protect reinforcing steel from excessive rusting or injury Store on skids or otherwise maintain at least 6 inches above ground. After bars are tied in place take whatever precautions are necessary to protect bars from damage by construction equipment or careless workmen. Pay particular attention to bars projecting out of previously placed concrete. Damaged steel shall be replaced at no cost to AutoZone. E. For slabs on grade, provide bolsters chairs, spacers, and other devices for spacing or fastening reinforcing bars and welded wire fabric, where base material will not support chair legs, support reinforcing with sand plates or horizontal runners. For exposed to view concrete where legs of supports are in contact with forms, finish supports of legs shall be plastic protected. 3.05 JOINTS A. Construct expansion, control, and construction joints true -to -line with face perpendicular to surface of concrete. Construct traverse joints at right angles to the centerline unless otherwise indicated. B. Control Joints: Provide weakened -plane control joints sectioning the paving into areas no larger than 15 foot square and sidewalks no larger than 5 foot square or as shown on drawings. Contraction joints for curbs shall be provided at the same interval as the joints in the adjacent paving. Joints in paving and curbs will be saw cut to a depth equal to 1/4 of the concrete thickness and sealed. Joints in sidewalks will be tooled and left unsealed. 1 Tooled Joints: Form control joints in fresh concrete by grooving top portion with a recommended cutting tool and finishing edges with a jointer 2. Sawed Joints: Form control joints using power saws equipped with shatterproof abrasive or diamond rimmed blades. Cut joints into hardened concrete as soon as surface will not be torn, abraded, or otherwise damaged by cutting action. Soft-Cut system joints shall be installed within 2 hours after final finish. Saw -cut control joints shall be cut within 12 hours after finishing. C Construction Joints: Place construction joints at end of placements and at locations where placement operations are stopped for a period of more than 1/2 hour except where such placements terminate at expansion joints. J•\Production Masters\Docs\Project Specs\Div -2\Sec -02520 05/20/09 4 D Expansion Joints: Place expansion joints at all junctures between flatwork and vertical surfaces or fixed objects such as bollards, manholes, storm drains, light pole bases, etc. and at additional locations as follows: 1 Curbs: 50 -foot intervals on straight sections and at spring lines of radii. 2. Walks. 20 -foot intervals along linear length. 3. Vehicular Pavement: 50 -foot intervals along linear length. E. At both construction and expansion joints install joint fillers in one -piece lengths wherever possible. Where more than one length is required, lace or clip joint filler sections together Make sure that joint filler is set straight and at an elevation that will allow the top of the cap seal once installed to be slightly below the surrounding surface of the concrete paving. Install the appropriate model Greenstreak cap seal over the joint filler The top of the cap seal shall be slightly below the adjacent surface of the concrete F Sealant: All sawn contraction joints shall be filled with sealant appropriate for the location and usage. All tooled joints and joints with cap seal will not require sealant. 3.06 PRODUCTION OF CONCRETE A. Ready -mixed concrete shall be batched, mixed and transported in accordance with ASTM C -94 The ready -mixed concrete producer shall furnish duplicate delivery tickets, one for the Contractor and one for the Testing Laboratory's agent, for each batch of concrete. The information provided on the delivery ticket shall include quantities of all materials batched including the amount of free water in the aggregate. The quantity of water that can be added at the site without exceeding the maximum water cement ratio specified shall be noted on the delivery ticket. B. The independent testing agency shall have access at all times to the batching and mixing plant for sampling of materials and inspection of all work performed for this job. C In cold weather the temperature of the concrete when delivered at the site of the work shall be at least 50 degrees F D In hot weather the ingredients shall be cooled before mixing. Flake ice or well crushed ice of a size that will melt completely during mixing may be substituted for all or part of the mixing water When air temperature is between 80 and 90 degrees F reduce maximum mixing and delivery time from If 1/2 hours to 75 minutes, and when air temperature exceeds 90 degrees F further reduce maximum mixing and delivery time to 60 minutes. 3.07 CONCRETE PLACEMENT A. General Information and Requirements: 1 Comply with general requirements for mixing and placing concrete as herein specified. 2. Do not place concrete until base and forms have been checked for line and grade. Moisten base if required to provide a uniform dampened condition at time concrete is placed. Do not place concrete around manholes and other structures until they are at required finish elevation and alignment. 3. Place concrete in such a manner to prevent segregation of mix, consolidate along face of forms and adjacent to transverse joints with internal vibrator Keep vibrator away from joint assemblies, reinforcement, or side of forms. Use only square faced shovels for hand spreading and consolidation. Consolidate with care to prevent dislocation of reinforcing, dowels and joint devices. 4 Transport and place concrete not more than 90 minutes after water has been added to the dry ingredients. 5. Use bonding agent at locations where fresh concrete is placed against hardened or partially hardened concrete surfaces. 6. Deposit and spread concrete in a continuous operation between transverse joints as far as possible. If interrupted for more than 1/2 hour place a construction joint. 7 Tined rakes are prohibited as a means of conveying fibrous reinforced concrete. Come -a -long is the appropriate tool to use. 8. If concrete pumping equipment is required, elevate the ready -mix truck chute approximately 12 to 14 inches above the pump grate in order to improve the movement of CPF fiber reinforced concrete through the pumping equipment. 9. Automatic machine may be used for curb and gutter placement at Contractor's option. If machine placement is to be used, submit revised mix design and laboratory test results that meet or exceed minimums specified. Machine placement must produce curbs and gutters to required cross J•Wroduction Masters\Docs\Project Specs\Div 2\Sec 02520 05/20/09 5 section, lines, grades, finish and jointing as specified for formed concrete. If results are not acceptable, remove and replace with formed concrete as specified. B. Preparation for Placing Concrete 1 The Testing Laboratory, to the extent required by the Specifications, prior to placement of concrete shall have inspected all subgrade surfaces. AutoZone or its designee shall be the sole judge as to the suitability of the bearing material. 2. Before concrete is placed, all debris, water ice or other material shall be removed from the spaces to be occupied by the concrete. Remove surplus releasing agent from the contact faces of forms and thoroughly clean reinforcement of other coatings. Concrete shall not be placed on frozen ground. 3. Prepare previously placed concrete by cleaning with a steel brush and applying bonding agent in accordance with manufacturer's recommendations. 4 Notify all trades concerned, including AutoZone's Construction Project Manager and the Testing Laboratory sufficiently in advance to permit installation and inspection of all required work by other trades. 5. Before placing concrete, all required imbedded items, including dovetail anchor slots, anchors, inserts, angles, metal frames, fixtures, sleeves, drains, stair nosing, accessory devices for mechanical and electrical installations shall be properly located, accurately positioned and built into the construction and maintained securely in place. 6. Build into construction all items furnished by AutoZone and other trades. Provide all offsets, pockets, slabs, chases and recesses, as job conditions require. Thicken slabs as required to maintain the intended slab thickness at embedded items. Set anchor bolts and embedded plates furnished under the structural steel section of these Specifications. 7 Place and properly support all required reinforcing. Hold bars in beams and slabs to exact location during concrete placement. C. Conveying 1 Concrete shall be conveyed from mixer to place of final deposit by method, which will prevent separation or loss of material. 2. Equipment for chuting and conveying concrete shall be of such size and design as to insure a practically continuous flow of concrete at the delivery without separation of material. 3. Provide runways or other means for wheeled equipment to convey concrete to point of deposit. Construct runways so that supports will not bear upon reinforcement or fresh concrete. 4 Pumps or pneumatic equipment shall have adequate pumping capacity Slump loss due to pumping shall not exceed 2 inches. Do not convey concrete through pipes made of aluminum or aluminum alloy Maintain controls for proportioning, mixing, adjustment of mix and placement in accordance with ACI 301 and ACI 304.2R. D Depositing 1 Concrete shall be deposited as nearly as practicable in its final position to avoid segregation due to rehandling or flowing. No concrete shall have a free fall of over three feet from truck, mixer, buggies, chutes or tremies. The concreting shall be carried on at such a rate that the concrete is at all times plastic and flows readily into the spaces between bars. Concrete that has partially hardened, or been contaminated by foreign materials, shall not be deposited in the work, nor shall retempered concrete be used. 2. When concreting is started, it shall be carried on as a continuous operation until the placing of the section is completed. Do not allow cold joints to occur 3. Protect adjacent surfaces from concrete drippings, spillage or splashes. Hardened or partially hardened splashes or accumulations of concrete on forms or reinforcement shall be removed before the work proceeds. Clean all damaged surfaces immediately 4 All concrete shall be thoroughly consolidated by mechanical vibrators during the placing operation and shall be thoroughly worked around the reinforcement and embedded fixtures and into the corners of the forms. Mechanical vibrators shall be applied directly to the concrete and used only under experienced supervision. Vibrators shall be carried on continuously with the placing of concrete. Keep a minimum of two vibrators on the job during concreting operations. Consolidation of concrete shall be in accordance with ACI 309. 5. Do not over vibrate concrete or use vibrators to transport concrete within forms. Insert vibrators vertically at frequent intervals. Do not drag vibrators through concrete. Do not insert vibrators into lower courses that have begun to set. J•\Production Masters\Docs\Project Specs\Div -2\Sec -02520 05/20/09 6 6. All conveyances shall be thoroughly cleaned at frequent intervals during the placing of concrete, and before beginning a new run of concrete. All hardened concrete and foreign materials shall be removed from the surfaces. 7 Maintain controls for proportioning, mixing, adjustment of mix and placement; use pumping equipment in accordance with ACI 301 and 304.2R. 8. Do not drop concrete directly into standing water Use a tremie with the outlet near the bottom of the place of deposit. Contractor shall obtain approval of AutoZone project manager in writing prior to placing any concrete into standing water E. Paving Slabs and Sidewalks 1 Place granular subbase if required over subgrade to thickness shown on drawings and consolidate material. Bring material to optimum moisture content. The subgrade shall be free of frost before concrete placing begins. 2. Edge forms, if required, and intermediate screed strips shall be set accurately to produce the designated elevations and contours of the finished surface, and shall be sufficiently strong to support vibrating screeds or roller pipe screeds. The concrete surface shall be aligned to the contours of screed strips by the use of strike -off templates or acceptable compacting type screeds. 3. Mixing and placing shall be carefully coordinated with finishing. Concrete shall not be placed on the granular sub base or forms more rapidly than it can be spread, straight edged and darbied or bull floated. These operations must be performed before bleeding water has an opportunity to collect on the surface. 4 Concrete in slabs shall be thoroughly consolidated. Internal vibration shall be used along the bulkheads of slabs on grade. Consolidation of slabs shall be obtained with vibrating screeds, roller pipe screeds, internal vibrators or other approved means. To obtain good surfaces and avoid cold joints, the size of finishing crews shall be planned with due regard for the effects of concrete temperature and atmospheric conditions on the rate of hardening of the concrete. 5. All finishes must be adequate in all respects to receive material to be applied to it, true to line and free of defects or blemishes. No driers, dry cement, nor cement -sand mixture shall be used in connection with any finish surfaces to absorb water stiffen mix or for any other purpose. 6. All paving, sidewalks, loading dock slabs and exterior stairs shall receive a light broom finish. 7 Areas which are called out, to receive a light broom finish shall be given a light traverse texture by drawing a broom across the surface, and will not be trowelled. 8. Precautions to protect fresh concrete from developing plastic shrinkage cracks must be taken in advance of concrete placement where evaporation rate due to any combination of temperature, humidity and wind velocity is expected to approach 0.2 lbs. /sq.ft./hr as determined by ACI 305 Figure 2.1.5. Acceptable precautions to reduce the rate of evaporation include the use of wind breaks, monomolecular film evaporation retarders, fog spray covering with polyethylene sheeting, or wet cover 3.08 COLD WEATHER PLACING A. Protect all concrete work from physical damage or reduced strength which could be caused by frost, freezing actions, or low temperatures, in compliance with requirements of ACI 306 and as herein specified. B. When the air temperature has fallen to or may be expected to fall below 40 degrees F provide adequate means to maintain the temperature in the area where concrete is being placed, at between 50 and 70 degrees F for at least 7 days after placing. Provide temporary housings or coverings including tarpaulins or plastic film Maintain the heat and protection, if necessary to insure that the ambient temperature does not fall more than 30 degrees F in the 24 hours following the 7 -day period. Avoid rapid dry-out of concrete due to overheating and avoid thermal shock due to sudden cooling or heating. C. When air temperature has fallen or is expected to fall below 40 degrees F uniformly heat all water and aggregates before mixing as required to obtain a concrete mixture temperature of not less than 55 degrees F and not more than 85 degrees F at point of placement. D Do not use frozen materials containing ice or snow Do not place concrete on frozen subgrade or subgrade containing frozen materials. Ascertain that form reinforcing steel and adjacent concrete surfaces are entirely free of frost, snow and ice before placing concrete. E. Do not use salt or other materials containing antifreeze agents or chemical accelerators or set control admixtures unless approved by AutoZone Construction Project Manager J•\Production Masters\Docs\Project Specs\Div -2\Sec -02520 05/20/09 7 3.09 HOT WEATHER PLACING A. When hot weather exists that would seriously impair the quality and strength of concrete, place concrete in compliance with ACI 305 and as herein specified. B. Cool ingredients before mixing to maintain concrete temperature at time of placement below 80 degrees F when the temperature is rising and below 85 degrees F when the temperature is falling. Mixing water may be chilled, or chopped ice may be used to control the concrete temperature provided the water equivalent of the ice is calculated in the total amount of mixing water C Cover reinforcing steel with water soaked burlap if it becomes too hot, so that the steel temperature will not exceed the ambient air temperature immediately before embedment in concrete. D Wet forms thoroughly before placing concrete. E. Do not place concrete at a temperature so as to cause difficulty from Toss of slump, flash -set, or cold joints. F Do not use set control admixtures unless approved by the AutoZone Construction Project Manager in Mix Design. G. Obtain Project Manager's approval of other methods and materials proposed for use prior to actually commencing the work. H. Precautions to protect fresh concrete from developing plastic shrinkage cracks must be taken in advance of concrete placement where evaporation rate due to any combination of temperature, humidity and wind velocity is expected to approach 0.2 lbs. /sq.ft./hr as determined by ACI 305 Figure 2.1.5. Acceptable precautions to reduce the rate of evaporation include the use of wind breaks, monomolecular film evaporation retarders, fog spray covering with polyethylene sheeting, or wet cover 3.10 CONCRETE FINISHING A. General Information and Requirements: 1 Concrete with fibermesh reinforcing will appear to be slightly stiffer than plain concrete, because the fibers act in a cohesive manner and bind the mix together However the workability of the mix will remain, do not add excess water 2. Fibers do not float to the surface once they are distributed in the concrete. Fibers may appear on or near the surface simply because they have been three dimensionally distributed. 3. A fibermesh slab will bleed Tess and slower than a wire mesh reinforced slab. Do not get on the slab too early for finishing. 4 For a broom or textured finish, broom in one direction only (perpendicular from the adjacent building wall). Fibers that may appear on the surface will wear off quickly under light traffic. B. Flat Work: 1 After strike -off and consolidating concrete, smooth surface by screeding and floating. Use hand method only where mechanical floating is not possible. Adjust floating to compact surface and produce uniform texture. 2. After floating, test surface for trueness with a 10 foot straightedge. Distribute concrete as required to remove surface irregularities, and refloat repaired areas to provide a continuous smooth finish. 3. Work edges of slabs and formed joints with an edging tool and round to 1/2 inch radius, unless otherwise indicated. Eliminate tool marks on concrete surface. 4 After completion of floating and troweling, when excess moisture or surface sheen has disappeared, complete surface finishing. 5. Concrete pavement, sidewalks, flow channels, flumes, curbs and other similar exterior slabs shall have a non -slip finish by scoring the surface with a fine hair broom perpendicular to the line of traffic. Provide a fine line texture acceptable to the AutoZone Construction Project Manager C Formed Surfaces: 1 Do not remove forms until concrete has hardened sufficiently to support its own weight and imposed construction loads, but in no case sooner than 24 hours after concrete has been placed. 2. After removal of forms all honeycombed and other defective concrete shall be removed down to sound concrete. If chipping is necessary the edges shall be perpendicular to the surface or slightly undercut. No feathering shall be permitted. The area to be patched as well as the area at least 6 inches wide surrounding it shall be dampened to prevent the absorption of water from the patching mortar A bonding grout shall be prepared using a mix of approximately one part cement to one J•\Production Masters\Docs\Project Specs\Div -2\Sec -02520 05/20/09 8 part fine sand passing a No. 300 mesh sieve, mixed to the consistency of thick cream and then brushed into the surface. 3. Concrete surfaces not exposed to view shall be finished with a rough form finish and all surfaces exposed to view shall be finished with a smooth rubbed finish. 4 For a rough form finish tie holes and defects shall be patched and fins exceeding 1 /4 inch in height shall be chipped or rubbed off Otherwise, surfaces may be left with the texture imparted by the forms. 5. For a smooth rubbed finish, the form facing material shall produce a smooth, hard, uniform texture on the concrete. The arrangement of the facing material shall be orderly and symmetrical, with the number of seams kept to the practical minimum Tie holes and defects shall be patched and all fins shall be removed by rubbing. 6. Upon completion of the work, retaining walls, wing walls, light pole bases, bollards and other surfaces exposed to view shall be given a rubbed finish. Immediately upon removal of the forms, the surfaces to be rubbed shall be pointed up, thoroughly wetted and then rubbed with a No. 20 carborundum brick and water so as to produce a true, even and smooth surface. When necessary to fill pinholes, and upon areas which have been reconstructed, rubbing shall be done by carborundum brick and a thin cement grout composed of 1 part of cement and 2 parts of fine washed silicone sand, all of which shall pass a No. 20 sieve. The surface finished with grout shall be carefully scraped with a steel edge so as to remove all surplus grout, after which it shall be given a final rub with a wood float until all skin and form marks are removed. No wash composed of cement, sand and water shall be used in this process. 7 Remove wood forms from under floors, ramps, steps and similar places such as temporary openings so no material will be left to rot or be infested by termites. 3.11 CURING and PROTECTION A. Protect and cure all finished cast in place concrete work. Begin immediately after placement; protect concrete from premature drying, excessively hot or cold temperatures and mechanical damage. Cure in accordance with ACI 308. Use membrane forming curing and sealing compound or approved continuously moist curing method for not less than 7 days, and in accordance with ACI 301 procedures. If used, apply curing compound as soon as final finishing operations are complete(within 2 hours) Apply curing compound uniformly in continuous operation by power sprayer or roller according to manufacturer's written instructions, but as a minimum apply two coats perpendicular to one another Recoat areas subject to heavy rainfall within three hours after initial application. Maintain continuity of coating and repair damage during curing period. After curing period has elapsed remove non dissipating curing compounds without damaging concrete surfaces by method recommended by curing compound manufacturer B. Cold weather curing shall provide protection from freezing, polyethylene sheets covered with hay or straw or curing blankets shall be used in accordance with ACI 306R procedures. If pavement is built in the fall and is to be put into service before it has 30 days of drying (above 40 degrees F) after curing, a water repellant sealer shall be applied. The material used shall allow the escape of water vapor from the pavement, while preventing the intrusion of deicing salts into the concrete. Material used shall be applied in strict accordance with the manufacturers' instructions. C When concrete curing occurs during hot weather extra precautions must be taken to prevent rapid drying and minimize evaporation. For additional information and requirements refer to ACI 305R. D When rain is imminent or occurs during concrete placement, operations should be stopped, and all steps necessary to protect the hardening concrete shall be taken. Contractor shall completely cover all surfaces with plastic sheeting that may be damaged, and shall take precautions to prevent any water from washing across the concrete surfaces. Provide weights to keep sheeting from blowing away E. All formed concrete work subject to lateral loading (retaining walls) shall not receive such loads until 28 days of cure time unless approved by AutoZone Construction Project Manager 3.12 REPAIR AND CLEAN -UP A. Repair or replace broken or defective concrete as directed by Project Manager B. Protect concrete from damage until acceptance of work. Exclude traffic from pavement for at least 14 days after placement. When construction traffic is permitted, maintain pavement as clean as possible by removing surface stains and spillage of materials as they occur J•\Production Masters\Docs\Project Specs\Div -2 \Sec -02520 05/20/09 9 C Upon completion and as directed by AutoZone Construction Project Manager remove all excess material, debris, forms and equipment occasioned by the work. Prior to final inspection, sweep concrete pavement and wash free of stains, discoloration, dirt and other foreign material. End of Section J•\Production Masters\Docs\Project Specs\Div -2\Sec -02520 05/20/09 10 DIVISION 2 SECTION 02900 LANDSCAPE PART1 GENERAL 1.01 SUMMARY OF WORK A. This section includes the following: 1 Trees 2. Shrubs 3. Ground Covers 4 Plants 5. Lawns 6. Topsoil and Soil Amendments 7 Fertilizers and Mulches 8. Stakes, Guys and Edging B. The following sections contain requirements that relate to this section: 1 Section 02010 Site Clearing 2. Section 02200 Earthwork 1.01 QUALITY ASSURANCE A. Engage an experienced installer who has completed landscaping work similar in material, design and extent indicated for this project and with a record of successful landscape establishment. B. Provide quality size, genus, species and variety of trees and shrubs indicated, complying with applicable requirements of American Standard for Nursery Stock" C Measure trees and shrubs with branches and trunks or canes in their normal position. Do not prune to obtain required sizes. Take caliper measurements 6 inches above ground for trees up to 4 -inch caliper size and 12 inches above ground for larger sizes. 1.02 DELIVERY, STORAGE AND HANDLING A. Deliver packaged materials in containers showing weight, analysis and name of manufacturer Protect materials from deterioration during delivery and while stored at site. B. Deliver seed in original, sealed labeled and undamaged containers. C Harvest, deliver store and handle sod according to the requirements of the American Sod Producers Association's (ASPA) specifications for Turf grass Sod Materials and Transplanting Installing. D Deliver freshly dug trees and shrubs. Do not prune before delivery Protect bark, branches and root system from sunscald, drying, sweating, whipping and other handling and tying damage. Do not bend or bind -tie trees or shrubs in such a manner as to destroy natural shape. Provide protective covering during delivery and do not drop trees or shrubs at any time. E. Handle balled and burlapped stock by the root ball. F Deliver trees, shrubs, ground covers and plants after preparations for planting have been completed and install plant material immediately If planting is delayed more than 6 hours after delivery set plant materials in shade, keep roots moist, and protect from weather and mechanical damage. 1 Set balled stock on ground and cover ball with soil, peat moss, sawdust or other acceptable material. 2. Do not remove container -grown stock from containers before time of planting. 3. Water root system of trees and shrubs stored on site as often as necessary with a fine -mist spray to maintain root system in a moist condition. 1.03 PROJECT CONDITIONS A. Determine location of above grade and underground utilities and perform work in a manner which will avoid damage. Hand excavate as required. Maintain grade stakes until removal is mutually agreed upon by parties concerned. B. When conditions detrimental to plant growth are encountered, such as rubble fill, adverse drainage conditions or obstructions, notify Project Manager before planting. 1.04 COORDINATION AND SCHEDULING A. Coordinate installation of planting materials during normal planting seasons for each type of plant material required. J•\Production Masters\Docs\Project Specs\Div -2\Sec -02900 05/20/09 1 B. If timing of construction will not permit installation of required plant materials, provide Owner with a fixed cost and time schedule for future installation. 1.05 OFF -SITE REQUIREMENTS A. Contractor shall include work in right -of -way or other off -site areas if required by authorities having jurisdiction whether specifically shown on drawings or not. If no work is specifically required then Contractor shall remove all weeds, trash and debris from adjacent right -of -way and reseed all bare spots. 1.06 MAINTENANCE A. Maintain all landscape plant material until Final Acceptance by pruning, cultivating, watering, weeding, fertilizing, restoring planting saucers, tightening and repairing stakes and guy supports and resetting to proper grades or vertical position as required, establishing healthy viable plantings. Spray as required to keep free of insects and disease. Restore or replace damaged tree wrappings B. Maintain lawns until Final Acceptance, by watering, fertilizing, weeding, mowing, trimming, replanting and other operations. Roll, regrade and replant bare or eroded areas and remulch to produce a uniformly smooth lawn. 1 Water lawn at the minimum rate of 1 inch per week. C Mow lawns as soon as there is enough top growth to cut with mower so that no more than 40 percent of grass leaf growth is removed during initial or subsequent mowing. Do not mow when grass is wet. D Apply fertilizer to lawn after first mowing and when grass is dry Use fertilizer that will provide actual nitrogen of at least 1 pound per 1000 square feet of lawn area. 1.07 WARRANTY A. Warrant all living planting materials for a period of one year after the date of Final Acceptance. Contractor shall warrant against defects including death and unsatisfactory growth, except for defects resulting from lack of adequate maintenance, neglect or abuse by AutoZone, abnormal weather conditions unusual for warranty period, or incidents that are beyond Contractor's control. B. Remove and replace dead planting materials immediately unless required to plant in the succeeding planting season. C Replace planting materials that are more than 25 percent dead or in an unhealthy condition at end of warranty period. D A limit of one replacement of each plant material will be required, except for losses or replacements due to failure to comply with requirements. PART 2 PRODUCTS 2.01 TREE AND SHRUB MATERIAL A. Furnish nursery-grown trees and shrubs with healthy root systems, which have been grown under climatic conditions similar to those of the project location. Provide well- shaped, fully branched, healthy vigorous stock free of disease, insects, eggs, larvae and defects such as knots, sun scald, injuries, abrasions and disfigurement. All trees shall be delivered balled and burlapped. B. Provide trees and shrubs of sizes and grades called for on drawings. Larger sizes may be used if acceptable to Project Manager C Where multiple trees or shrubs of the same type are required they shall be closely match in size, spread and branch structure. D Label each tree and shrub with a securely attached waterproof tag bearing legible designation of botanical and common name. E. Single stem trees shall have straight trunk, well balanced crown and intact leader Branching height shall be 1/3 to 1/2 of tree height. Multi stem trees shall have two or more main stems and follow the same requirements as single stem trees. F Shrubs up to 5- gallon size may be container stock; above 5- gallon size shall be ball and burlapped. 2.02 GROUND COVERS AND PLANTS A. Provide ground covers and plants established and well rooted in removable containers or integral peat pots and with not less than the minimum number and lengths of runners required for the pot size indicated. J•\Production Masters\Docs\Project Specs\Div -2\Sec -02900 05/20/09 2 2.03 GRASS MATERIAL A. All grasses utilized shall be of types that are slow growing, drought resistant, require low water consumption and commonly found in the region of the project. B. Grass seed shall be fresh, clean, dry new crop seed complying with the Association of Official Seed Analysis for purity and germination tolerances. Seed shall be mixed to proportion that will insure full coverage for the grass type utilized. C Sod shall be certified turf grass sod complying with ASPA specifications for machine cut thickness, size, strength, moisture content, mowed height and free of weeds and all undesirable matter Provide viable sod of uniform density color, texture, strongly rooted and capable of vigorous growth and development when planted of the grass type utilized. 2.04 TOPSOIL A. Topsoil shall have a pH range of 5.5 to 7.0 and a minimum of 4 percent organic material, be free of stones 1 1/2 inches or larger in any dimension and other extraneous materials harmful to plant growth. B. Reuse surface soil stockpiled on the site, clean soil of roots, plants, stones, lumps of clay and other material harmful to plant growth. Verify suitability of surface soil to produce a topsoil meeting requirements and amend where necessary 2.05 SOIL AMENDMENTS A. Lime: Class T agricultural limestone containing a minimum 80 percent calcium carbonate equivalent, with a minimum 99 percent passing a No. 8 sieve and a minimum 75 percent passing a No. 60 sieve. B. Aluminum Sulfate: Commercial grade, unadulterated. C Sand: Clean washed, natural or manufactured sand free of toxic materials. D Perlite: Horticultural perlite, soil amendment grade. E. Peat Humus: Finely divided or granular texture, with a pH range of 6.0 to 7.5, composed of partially decomposed moss peat (other than sphagnum), peat humus or reed -sedge peat. F Sawdust or Ground -Bark Humus: Decomposed, nitrogen treated, of uniform texture, free of chips, stones, sticks, soil or toxic materials. When site treated, mix with at least 015 pounds of ammonium nitrate or 0.25 pounds of ammonium sulfate per cubic foot of loose sawdust or ground bark. G Manure: Well rotted, unleached stable or cattle manure containing not more than 25 percent by volume of straw sawdust or other bedding materials; free of toxic substances, stones, sticks, soil, weed seed and materials harmful to plant growth. H. Herbicides: EPA registered and approved, of type recommended by manufacturer for application intended. I. Water Potable. 2.06 FERTILIZER A. Bone meal: Commercial, raw finely ground; minimum of 4 percent nitrogen and 20 percent phosphoric acid. B. Commercial Fertilizer Complete fertilizer of neutral character with some elements derived from organic sources and containing following percentages of available plant nutrients: 1 For trees and shrubs, provide fertilizer with not less than 5 percent total nitrogen, 10 percent phosphoric acid and 5 percent soluble potash. 2. For lawns, provide fertilizer with percentage of nitrogen required to provide not less than 1 pound of actual nitrogen per 1,000 square feet of lawn area and not less than 4 percent phosphoric acid and 2 percent potassium Provide nitrogen in a form that will be available to lawn during initial period of growth; at least 50 percent of nitrogen to be organic form 2.07 MULCHES A. Organic Mulch: Shredded hardwood, free from deleterious materials, and suitable for use as a top dressing of trees and shrubs. B. Fiber Mulch: Biodegradable dyed wood cellulose fiber nontoxic, free of plant growth- inhibitors germination- inhibitors, with maximum moisture content of 15 percent and a pH range of 4.5 to 6.5. C. Asphalt Emulsion Tackifier Grade SS -1 ASTM D -977 nontoxic and free of plant growth- inhibitors. D Nonasphaltic Tackifier Colloidal tackifier recommended by fiber mulch manufacturer for slurry application, nontoxic and free of plant growth- inhibitors. J•\Production Masters\Docs\Project Specs\Div -2\Sec -02900 05/20/09 3 2.08 WEED CONTROL BARRIERS A. Polypropylene or polyester fabric, with a minimum weight of 3 ounces per squares yard. 2.09 EROSION CONTROL MATERIALS A. Biodegradable twisted jute or spun -coir mesh, with 50 to 65 percent open area and a minimum weight of 0.92 pounds per square yard. Include manufacturer's recommended steel wire 6 inch long staples. 2.10 STAKES AND GUYS A. Upright and Guy Stakes, rough -sawn, sound, new hardwood, redwood or pressure preservative treated softwood, free of knots, holes, cross grain and other defects, 2 by 2 inches by length required for application, pointed at one end. B. Guy and Tie Wire, Class 1 galvanized steel wire, 2 strand twisted, and 0.106 inch in diameter C Hose Chafing Guard, reinforce rubber or plastic hose at least 1/2 inch in diameter black, cut to lengths required to protect tree trunks from damage. D Flags may be standard surveyor's plastic flagging tape, white, 6 inches long. 2.11 LANDSCAPE EDGINGS A. Standard profile extruded aluminum edging, 1/8 by 4 inches, 6061 T6 alloy, fabricated in interlocking sections with loops stamped from face of sections approximately 24 inches apart to receive stakes. Stakes, 6061 T6 -alloy aluminum 1 1/2 inches wide by 12 inches long, designed to lock 1/2 inch below the top of the edging. Finish of edging and stakes standard natural aluminum 2.12 MISCELLANEOUS MATERIALS A. Antidesiccant: Water insoluble emulsion, permeable moisture retarder film forming for trees and shrubs. Deliver in original, sealed and fully labeled containers. B. Trunk -Wrap Tape: Two layers of crinkled paper cemented together with bituminous material, 4 inches wide minimum with a stretch factor of 33 percent. PART 3 EXECUTION 3.01 GENERAL A. Examine areas to receive landscaping for compliance with requirements and for conditions affecting performance of work of this section. Do not proceed with installation until unsatisfactory conditions have been corrected. B. All dimensions shall be field verified prior to placing any material, report all discrepancies to Owner Lay out individual tree and shrub locations and areas for multiple plantings. Stake locations, outline areas, and secure Project Manager's acceptance before start of planting work. Make minor adjustments as may be required. 3.02 PLANTING SOIL PREPARATION A. Before mixing; clean topsoil of roots, plants, sods, stones, clay lumps and other extraneous materials harmful to plant growth. B. Mix soil amendments and fertilizers with topsoil at rates specified by manufacturers for the specific location being prepared. Delay mixing fertilizer if planting does not follow placing of planting soil within a few days. 1 Minimum planting soil mixture requirements will be 25 percent humus; 25 percent compost or manure; and 50 percent topsoil. C For tree and shrub pits, mix planting soils before backfilling and stockpile at site. D For planting beds, mix planting soil either prior to planting or apply on surface and mix thoroughly before planting. Mix lime with dry soil prior to mixing fertilizer Prevent lime from contacting roots of acid tolerant plants. 3.03 LAWN PLANTING PREPARATION A. Limit subgrade preparation to areas that will be planted in the immediate future. B. Loosen subgrade to a minimum depth of 4 inches. Remove stones larger than 1 1/2 inches in any dimension as well as sticks, roots, rubbish and other extraneous materials. J•\Production Masters\Docs\Project Specs\Div -2\Sec -02900 05/20/09 4 C Spread planting soil mixture to a minimum depth of 3 inches, accounting for the thickness of sod finished grade required, light rolling and natural settlement. Do not spread if planting soil or subgrade is frozen. D Grade lawn and grass areas to a smooth, even surface with loose uniformly fine texture. Roll and rake, remove ridges and fill depressions to meet finish grades. Limit fine grading to areas that can be planted in the immediate future. Remove trash, debris, stones larger than 1 1/2 inches in any dimension and other objects that may interfere with planting or maintenance operations. E. Moisten prepared lawn areas before planting when soil is dry Water thoroughly and allow surface to dry before planting. Do not create muddy soil. F Restore prepared areas if eroded or otherwise disturbed after fine grading and before planting. 3.04 GROUND COVER AND PLANT BED PREPARATION A. Loosen subgrade of planting bed areas to a minimum depth of 6 inches. Remove stones larger than 1 1/2 inches in any dimension as well as sticks, roots, rubbish and other extraneous materials. B. Spread planting soil mixture in layers approximately 1/2 the thickness of the total required to a minimum depth of 6 inches, taking into account the finished grade required, light rolling and natural settlement. Work into top of loosened subgrade to create a transition layer and then place remainder of planting soil mixture. Do not spread if planting soil or subgrade is frozen. 3.05 EXCAVATION FOR TREES AND SHRUBS A. Excavate tree and shrub pits with vertical sides and with bottom of excavation slightly raised at center to assist drainage. Loosen hard subsoil in bottom of excavation. 1 For balled and buriapped trees and shrubs excavate approximately 2 times as wide as ball diameter and equal to ball depth plus 6 inches to allow for a setting layer of planting soil. 2. For container grown trees and shrubs excavate approximately 1 1/2 times as wide as container and equal to container depth plus 6 inches to allow for a setting layer of planting soil. 3. Where heavy clay or hard pan soils exist increase width of excavations to 3 times as wide as ball diameter and 21/2 times as wide as container B. Notify Project Manager if unexpected rock or obstructions detrimental to trees or shrubs are encountered in excavations. C Verify proper drainage prior to planting by filling pit with water If drainage does not occur within a 24- hour period, auger a 12 -inch diameter hole 6 foot deep through hard pan and fill hole with crushed rock. Slope bottom of pit to drain. D Pits excavated before planting shall be protected for public safety with appropriate barriers. 3.06 PLANTING TREES AND SHRUBS A. Set balled and buriapped stock plumb and in center of pit with top of ball raised slightly above adjacent finish grade. Orient branch structure toward public view (street or parking lot) for fullest appearance and symmetrical form 1 Place stock on setting layer of compacted planting soil. 2. Remove burlap and wire baskets from the top of ball and partially from sides, but do not remove from under ball. Remove pallets, if any before setting. Do not use planting stock if ball is cracked or broken before planting operation 3. Place backfill around ball in layers, tamping to settle backfill and eliminate voids and air pockets. When backfill is half complete, water thoroughly before placing any more soil, after final layer of backfill has been placed repeat watering until no more is absorbed. B. Set container grown stock plumb and in center of pit with top of ball raised slightly above adjacent finish grade. Orient branch structure toward public view (street or parking lot) for fullest appearance and symmetrical form 1 Carefully remove container so root ball will not be damaged. 2. Place stock on setting layer of compacted planting soil. 3. Place backfill around ball in layers, tamping to settle backfill and eliminate voids and air pockets. When backfill is half complete, water thoroughly before placing any more soil, after final layer of backfill has been placed repeat watering until no more is absorbed. C Dish and tamp top of backfill to form a 3 inch mound around the rim of the pit. Do not cover top of root ball with backfill. J•\Production Masters\Docs\Project Specs\Div -2\Sec -02900 05/20/09 5 D. All trees and shrubs shall be planted in individual pits spaced as indicated on drawings. Shrubs shall not be planted in continuous beds. E. Wrap trees of 2 inch caliper and larger with trunk -wrap tape. Start at base of trunk and spiral cover trunk to height of first branches. Overlap wrap, exposing half the width, and securely attach without causing girdling. Inspect tree for injury improper pruning, and insect infestation and take corrective measures required before wrapping. 3.07 TREE AND SHRUB PRUNING A. Prune, thin and shape trees and shrubs according to standard horticultural practice. Prune trees to retain required height and spread. Unless otherwise directed by Project Manager do not cut tree leaders; remove only injured and dead branches. Prune shrubs to retain natural character Shrubs sizes indicated are size after pruning. 3.08 GUYING AND STAKING A. Each tree shall be staked with two stakes immediately following its planting, watering and determination that it will settle to proper grade. Plants shall stand plumb after staking unless otherwise specified. B. Stakes shall be -of sufficient length to allow for a minimum of 8 feet to be left exposed above ground after driving stake 24 inches into ground. C Where trees are along walks or pavement, align stakes parallel to walk or pavement. Where trees stand in open spaces align stakes parallel with direction of prevailing wind. All stakes are to be consistent within each group. D For multi -trunk trees use three stakes set in a triangular arrangement. E. Wire twist braces shall be installed perpendicular to the trunk of the tree and shall run from the stake loop around trunk and then back to stake. Provide hose chaffing guard for the portion looped around trunk. The uppermost pair of braces shall be installed 6 inches below the top of the stake and. the second pair installed 3 foot 3 inches below the top pair Anchor wire to stakes and staple. 3.09 PLANTING GROUND COVER AND PLANTS A. Space ground cover and plants as indicated on drawings. B. Dig holes large enough to allow spreading of roots and backfilling with 2 inch depth of planting soil. Work soil around roots to eliminate air pockets and leave a slight saucer indentation around plants, water thoroughly after planting, taking care not to cover plant crown with wet soil. 3.10 WEED BARRIER FABRIC AND MULCHING A. Mulch backfilled surfaces of pits, planted areas and other areas indicated. B. Install weed control barrier prior to mulching. Completely cover area to be mulched lapping edges of fabric a minimum of 6 inches. C Organic mulch thickness shall be a minimum of 2 inches and shall be level with adjacent finish grades. 3.11 SEEDING NEW LAWNS A. Sow seeds with a spreader or a seeding machine. Do not broadcast or drop seed when wind velocity exceeds 5 mph. Evenly distribute seed by sowing equal quantities in two directions at right angles to each other Do not use wet seed or seed that is moldy or otherwise damaged in transit or storage. B. Sow seed in the proportions appropriate for the season and job specific conditions so as to produce a lawn with full and complete coverage. C Rake seed lightly into top 1/8 inch of topsoil, roll lightly and water with fine spray D Protect seeded slopes exceeding 1:3 against erosion with erosion control blankets installed and stapled according to manufacturer's recommendations. E. Protect seeded areas with slopes less than 1:6 against erosion by spreading straw mulch after completion of seeding operations. Spread uniformly at a minimum rate of 2 tons per acre to form a continuous blanket 1 1/2 inches loose depth over seeded areas. Spread by hand, blower or other suitable equipment. Anchor straw mulch by spraying with asphalt emulsion tackifier at the rate of 10 to 13 gallons per 1000 square feet. Take precautions to prevent damage or staining of structures or other plantings adjacent to mulched areas, immediately clean damaged or stained areas. 3.12 HYDRO SEEDING NEW LAWNS J•\Production Masters\Docs\Project Specs\Div -2\Sec -02900 05/20/09 6 A. Mix seed fertilizer and fiber mulch in water using equipment specifically designed for hydro seed application. Continue mixing until uniformly blended into homogenous slurry suitable for hydraulic application 1 Mix slurry with non asphaltic tackifier 2. Apply slurry uniformly to all areas to be seeded in a one -step process. Apply mulch at the minimum rate of 1500 pounds per acre dry weight. 3.13 SODDING NEW LAWNS A. Lay sod within 24 hours of stripping. Do not lay sod if dormant or if ground is frozen. B. Lay sod to form a solid mass with tightly fitted joints. Butt ends and sides of sod; do not stretch or overlap. Stagger sod strips or pads to offset joints in adjacent courses. Avoid damage to subgrade or sod during installation. Tamp and roll lightly to ensure contact with subgrade, eliminate air pockets and to form a smooth surface. Work sifted soil or fine sand into minor cracks between pieces of sod; remove excess to avoid smothering sod and adjacent grass. Lay sod across angles of slopes exceeding 1:3. C. Saturate sod with fine water spray within 2 hours of planting. During first week, water daily or more frequently as necessary to maintain moist soil to a minimum depth of 1 1/2 inches below the sod. 3.14 INSTALLATION OF EDGINGS A. Install aluminum edging between lawn areas and all trees, shrubs, ground covers and plants. Edgings shall be installed according to manufacturer's recommendations. Anchor with aluminum stakes space approximately 24 inches apart, driven below the top elevation of edging. 3.15 INSTALLATION OF MISCELLANEOUS MATERIALS A. Apply antidesiccant using power spray to provide an adequate film over trunk, branches, stems, twigs and foliage when deciduous trees or shrubs are moved in full leaf Spray with antidesiccant at nursery before moving and again 2 weeks after planting. 3.16 CLEANUP AND PROTECTION A. During landscaping keep pavements clean and work areas in an orderly condition. B. Protect landscape from damage due to landscape operations, operations by other contractors and trades. Maintain protection during installation and maintenance periods. Treat, repair or replace damaged landscape work as directed. 3.17 DISPOSAL OF SURPLUS AND WASTE MATERIAL A. Remove and legally dispose off the Project Site all surplus soil and waste material, including excess subsoil, unsuitable soil, trash, and other debris End of Section J•\Production Masters\Docs\Project Specs\Div 2\Sec 02900 05/20/09 7 This Page Left Blank J•\Production Masters\Docs\Project Specs\Div -2\Sec -02900 05/20/09 8 DIVISION 2 SECTION 02910 LANDSCAPE IRRIGATION (this section not required unless called for on drawings) PART 1 GENERAL 1.01 SUMMARY OF WORK A. This section includes the following: 1 Irrigation Piping, Valves and Emitters B. The following sections contain requirements that relate to this section: 1 Section 02010 Site Clearing 2. Section 02200 Earthwork 1.02 IRRIGATION SYSTEM A. Install a complete, electric solenoid controlled underground irrigation system to cover all landscape areas in a manner to meet requirements of authorities having jurisdiction. B. Controller to be installed in the closet with the alarm and telephone equipment. C Provide sleeves where irrigation piping and wiring crosses or passes under concrete paving and walks extend at least 12 inches beyond edge of pavement. D Provide pop -up sprinkler heads for lawn areas and drip system emitters for trees, shrubs and plants. E. All valves to be located in valve boxes with easy access to all parts of the valve. F Backflow preventer to be in compliance with local authority have jurisdiction over project. G. Accurately record on reproducible drawing actual locations of piping system backflow preventer controller wiring, sleeves, gate valves, quick couplers and automatic control valves. 1.03 SUBMITTALS A. Submit to AutoZone a complete irrigation plan showing the location and size of piping, connection to water supply valves, emitters, backflow preventor and any other devices required. Submit same drawing to City authority having jurisdiction if required for permitting. Plan should include all background information on AutoZone's landscape plan furnish at time of bid. B. Submit maintenance instructions recommending procedures to be established by Owner for maintenance of landscape and irrigation during the entire year Submittal to include irrigation system operating instructions and manufacturers parts catalog. C Submit schedule indicating length of time each valve is required to be open to provide a adequate amount of water for all four seasons. PART 2 PRODUCTS 2.01 IRRIGATION SYSTEM A. Pipe: Poly- vinyl chloride (PVC) schedule 40 pressure rated upstream from controls, to downstream laterals; solvent -weld sockets. Minimum pipe sizes, mains 1 inch diameter and branches 3/4 inch. B. Fittings: Type, size and style to match pipe. C. Solvent Cement: Type for PVC pipe and fittings. D Sleeve Material: Schedule 40, PVC pipe, 4 inches in diameter by required length. E. Ball Valves: Brass construction, non rising stem, inside screw with threaded ends. F Valve Box and Cover Aluminum or plastic sized for application intended, with lockable covers. G. Y- Strainer with 200 Mesh Screen: Attach downstream from valve on all lines with drip emitters. H. Pressure Regulator Attach downstream from valve on all lines with drip emitters. I. Backflow Preventer Commercial, meeting all requirements of local authority having jurisdiction. J. Controller `Rainbird" model ESP -MC8, no substitutions. K. Wire: Color- coded, 14 gauge or larger, single conductor solid copper with a minimum 1/16 inch insulative covering of ICC -100 compound, UL approved for direct burial. Wire inside the store to be placed in conduit. L. Sprinkler Heads: Pop -up type, sized to adequately cover the area required without over spraying the adjacent area. Heads shall be flush with the ground when not in use. M. Flex Tubing: 3/4 inch PVC flexible tubing with 1/4 inch PVC flexible tubing runouts to emitters. N. Emitters: 4 gallon per hour for trees and 1 gallon per hour for shrubs. PART 3 EXECUTION J•\Production Masters\Docs\A11 Prototype Specs\Div -2\Sec -02910 05/20/09 1 3.01 INSTALLATION OF IRRIGATION SYSTEM A. Irrigation contractor shall be licensed in the locality have jurisdiction over project. Verify that required utilities are available, in proper location, ready for use and that field conditions are acceptable and are ready to receive work. Notify AutoZone of any discrepancies; the beginning of installation shall signify acceptance of existing conditions. B. Layout and stake locations of system components to avoid plants and structures. Review layout requirements with other affected work. Coordinate locations of sleeves under paving to accommodate system C All main lines shall be placed a minimum of 18 inches below finished grade and all laterals and flexible tubing shall be placed a minimum of 12 inches below finished grade. All trenches for piping and control wiring shall be a minimum of 8 inches wide free of debris, materials or obstructions that may damage or interfere with pipe or wire. D Install pipe, flexible tubing, 1/4 -inch emitter tubing, valves, controls and outlets in accordance with manufacturer's instructions and recommendations. Provide for thermal movement of components in system Use threaded nipples for risers to each lawn sprinkler outlet to facilitate easy replacement. After piping is installed but before backfilling commences, open valves and flush system with a full head of water also test system for leakage; main piping to maintain 150psi pressure for one hour E. Install backflow preventer in location and manner to satisfy all local codes and authorities have jurisdiction. Provide in ground vault or above ground cover as required. F All valves shall be installed in valve boxes with easy access to all parts of the valve. Install pea gravel to a depth of 6 inches across the bottom of each valve box to promote drainage. G Install wye- strainer and pressure regulator on each flexible tubing drip line Each drip line shall be continuous with no splices and have a flush cap at its end. Lines shall not exceed 200 feet in length. Emitter heads shall be set at finish grade elevations prior to the application of mulch and be located at outside edge of rootball unless directed otherwise. H. Install controller and control wiring in accordance with manufacturer's instructions and wiring diagrams Provide 10 -inch expansion coil at each valve to which controls are connected and at 100 -foot intervals. Bury wire beside pipe. Any field splices must be approved by Project Manager and be placed in a circular valve box and connected with a snap -tite connector as per manufacturer's recommendations. I. Once all required components have been installed and tested, commence backfilling operations. Backfill in 6 inch lifts with clean earth free of all rocks, debris or other foreign matter Compact each lift to eliminate voids and air pockets. Protect piping from displacement. Continue backfilting and compacting until adjacent subgrade is achieved. J. Set controller to achieve time cycles required. Instruct AutoZone's personnel in operation and maintenance of system including adjusting of sprinkler heads and replacement of emitters. Use operation and maintenance manuals as basis for demonstration. 3.02 CLEANUP AND PROTECTION A. During irrigation installation keep pavement clean and work areas in an orderly condition. B. Protect plant material from damage due to irrigation operations, operations by other contractors and trades. Maintain protection during installation and maintenance periods. Treat, repair or replace damaged landscape work as directed. 3.03 DISPOSAL OF SURPLUS AND WASTE MATERIAL A. Remove and legally dispose off the Project Site all surplus soil and waste material, including excess subsoil, unsuitable soil, trash, excess irrigation supplies or components and other debris. End of Section J•\Production Masters\Docs\A11 Prototype Specs\Div -2\Sec -02910 05/20/09 2 DIVISION 3 SECTION 03100 CAST IN PLACE CONCRETE PART1 GENERAL 1.01 WORK INCLUDED A. This section specifies cast -in -place concrete, including formwork, reinforcing, mix design, placement procedures and finishes for retaining walls, grade beams, footings, foundations, pilasters, building slabs, loading dock walls and slabs. All other concrete shall be as specified under Sitework Section 02520. B. Installation of anchor bolts for steel columns, posts and other anchored work as may be required. C. Prepare subgrade and base as specified in other sections. D All layout work including setting of elevations shall be from established control points. E. Unless otherwise shown or specified, the work shall conform to the appropriate standards of the America Concrete Institute (ACI). 1.02 SUBMITTALS A. Submit manufacturer's product data with application and installation instructions for admixtures, curing compounds, expansion joint fillers, and sealant if requested by AutoZone Construction Project Manager 1.03 ALLOWABLE TOLERANCES A. Interior floor slab shall conform to the following ACI F number requirements: 1 Specified overall value FF25 /FL20 2. Minimum local value FF18 /FL13 B. Walls, Beams and columns as follows: 1 Exposed plus or minus 1/8 inch in 10 feet. 2. Concealed plus or minus 1/4 inch in 10 feet. C. Floor flatness and levelness tolerances shall be conducted per ASTM E1155 with a `Dipstick' Floor Profiler manufactured by Face Construction Technologies, Norfolk, VA or equal. The Contractor shall make floor tolerance measurements within 48 hours after the completion of the final troweling operation using a suitable flatness- measuring device. Results of all floor tolerance test shall be submitted to OwnE within 48 hours after data collection. D Remedy for out -of- tolerance work: All random Traffic Floor sections measuring at or above both of the specified overall F Numbers shall be accepted for the tolerance compliance as constructed. All randon Traffic Floor sections measuring below either or both of the specified minimum Local F Numbers shall I replaced. PART 2 PRODUCTS 2.01 FORM MATERIALS A. Forms for Exposed Concrete: Plywood, metal, metal- framed plywood faced, or other acceptable panel type materials, to provide continuous, straight, smooth exposed surfaces. B. Forms for Unexposed Concrete: No. 2 common boards of dimension lumber of uniform thickness. C Form Coatings: Commercial formulation, coating compounds with a maximum VOC of 350 mg liter that will not bond with, stain, or adversely affect concrete surfaces and will not impair subsequent treatment c concrete surfaces. D Form Ties: Black iron snap ties with a minimum 1 -inch breakback 2.02 REINFORCING MATERIALS A. Primary Reinforcing Structural Reinforcing: 1 Reinforcing steel shall be deformed bars, conforming to ASTM A 615, Grade 60, as shown on drawings. 2. Building slab reinforcing shall be welded wire fabric, in sheet form of size and weight as shown on drawings. 3. Steel shall be clean, free from scale and rust, flat and level. Reinforcing steel shall be located at depths and positions indicated on drawings. Provide dowels, accessories, etc. required for completing the work. B. Secondary Temperature- Shrinkage Reinforcement: J•\Production Masters\Docs\Project Specs\Div -3 05/20/09 1 1 Collated fibrillated polypropylene (CFP) fibers with a minimum fiber bundle length of 3 A-inch, added at the time of concrete batching, at the rate of 1.5 pounds per cubic yard of concrete in accordance with the fiber manufacturers instructions. 2. Waste stream CFP fibers or POY (partially oriented yam) fibers shall not be used under any conditions. 3. If conditions require the addition of a high -range (super plasticizer) water reducer fibrous reinforcement should be added prior to the incorporation of the super plasticizer This will insure the optimum mixing friction required to properly distribute the fiber 4 Contractor shall have the option of using welded wire mesh in lieu of polypropylene fibers if he so chooses. Mesh used for temperature shrinkage control shall be 6x6 10x10 at a minimum or as sized and indicated on the drawings. 2.03 CONCRETE MATERIALS A. Concrete: Ready mix concrete conforming to ASTM C -94 B. Portland Cement: ASTM C -150, Type 1 Type H and I /II unless another type is called for in Soils Report. 1 Use same brand of cement throughout project unless otherwise directed by AutoZone Construction Project Manager C. Aggregates: 1 Maximum size of coarse aggregate shall not exceed 1/5 the narrowest dimension between forms; 1/3 the thickness of unreinforced slabs; or 3/4 of the minimum clear spacing between reinforcing bars or 1 1/2 inch. Maximum coarse aggregate size shall be 1 inch for slabs less than 5 inches thick. 2. Coarse and fine aggregate shall conform to applicable requirements of ASTM C33. Provide aggregates from a single source. Aggregates shall be washed and screened, consist of hard durable particles without adherent coatings and free of deleterious reactivity to alkali in cement. Fine aggregate shall be graded from coarse to fine to produce a minimum percentage of voids. 3. Use no coal or lignite in concrete that will not be covered by building materials or soil. 4 Aggregate shall not be alkali reactive, cause pop -outs, "D" cracking, or other disruptions due to moisture gain, freezing, or other mechanisms based on tests. 5. Absorption level of coarse aggregate shall not exceed five percent. D Water Potable or must comply with ASTM C 1602 E. Admixtures: Purpose for admixture use shall be clearly stated on the concrete mix design. Provide admixtures certified by manufacturer to be compatible with other required admixtures. Set control admixtures may be used only when adverse weather conditions are anticipated and require approval of the AutoZone Construction Project Manager 1 Air Entraining Admixture: Certified by manufacturer to be compatible with other required admixtures and conforming to ASTM C -260. 2. Fly Ash Pozzolans: ASTM C -618, Class C or F Carbon content not greater than 3 percent by volume. Use only one type and source throughout the project. 3. Ground Granulated Blast Furnace Slag: ASTM C 989 Grade 100 or 120. Use only one type and source throughout the project. 4 Prohibited Admixtures: Calcium chloride, thiocyanates or admixtures containing more than .05 percent chloride ions. 5. Water reducers, non chloride, non corrosive accelerators, and retarders ASTM C 494 6. Superplasticizer (high range water reducer): ASTM C494 Type F or G 7 Evaporation Reducer Monomolecular film manufactured for application to fresh concrete F Liquid Membrane Curing Compound: Complying with ASTM C -309, Type 1 Class A unless other type approved by Owner Moisture loss, when applied at a rate of 200 square feet per gallon shall not be more than 0.055 gr. /sq.cm. Material used shall dry clear Use strippable curing compound on slabs receiving subsequent finishes. Compound must be compatible with sealers, hardeners, mastics, adhesives, grouts, paints and final finishes over concrete surfaces. G Water Repellant Sealer Penetrating, breathable, non yellowing, waterborne silane- siloxane sealer complying with ASTM C -672, and NCHRP 244 Material used shall dry clear H. Bonding Compound: Acrylic based rewettable type. I. Vapor Barrier 10 mil clear polyethylene film complying with curren recommendations of the ACI. J Form Releasing Agent: Non staining. K. Waterstop: Rubber minimum 1750 psi tensile strength, minus 50 degrees F to plus 175 degrees F temperature range; 6 inch wide minimum by maximum possible length. J•\Production Masters\Docs\Project Specs\Div -3 05/20/09 2 2.04 JOINT FILLER MATERIALS A. Expansion and Construction Joints: Asphalt impregnated cellular fiberboard conforming to ASTM D -1751 B. Semi -rigid Joint Filler Two component, semi rigid, 100 percent solids, with a minimum shore hardness o 80 per ASTM D2240. 2.05 CONCRETE MIX, DESIGN AND TESTING A. Design mix to produce normal weight concrete to produce the following properties: 1 Compressive Strength: 3000 psi minimum at 28 days as indicated on the drawings unless noted otherwise on the structural or civil drawings. 2. Air Content: 6 percent plus or minus 1 1/2 percent for concrete exposed to freeze thaw For concrete not exposed to freeze thaw or that will receive a trowelled finish, do not add air entraining agents. 3. Slump: 4 inch maximum verified at plant before adding water reducing admixture. Slump shall be no more than 8 inches after adding water reducing admixture. 4 Concrete shall be composed of Portland cement, fine aggregate, coarse aggregate, water and admixtures where applicable. Determine proportions of ingredients in accordance with ACI 318, to provide required strength, slump, and resistance to weathering, place ability durability and surface hardness for each class of concrete. Provide admixtures as required or appropriate to enhance workability control set, or improve strength. Design concrete mixes to be workable, and appropriate for each application and type of placement or conveying in the field, to bond readily to reinforcement without segregation or the formation of excessive free water on surfaces. 5. Note any special characteristics of mix which require precautions in mixing, placing, or finishing techniques to achieve finished product specified. B. The minimum Cementitious Materials Content of the concrete shall be as follows: 1 For Air Entrained Concrete 517 pounds per cubic yard. 2. For Non Air Entrained Concrete 470 pounds per cubic yard. 3. Fly ash may be used in cement mixture with a maximum fly ash content equal to 20 percent of cemei content by weight. 4 Ground Granulated Blast Furnace Slag (GGBFS) may be used in cement mixtures with a maximum content of `GGBFS" equal to 30 percent of the total cement content by weight. 5. Mixes containing Fly Ash or Slag (GGBFS) shall be adjusted for cold weather C. In any mix, the maximum water cementitious materials ratio shall be between 0.45 and 0.50. D Concrete shall be proportioned by either the trial batch method or the field experience method. 1 Where the trial batch method is used, make three test cylinders for each trial batch. Break one cylinder at 7 days and two at 28 days to verify strength requirements. Adjust the mix proportions to produce a design that is at least 1200 psi greater than the specified strength. 2. Where the field experience method is used, the required average compressive strength shall be determined in accordance with paragraph 5.3.2 of ACI 318. Contractor shall furnish documentation that the proposed concrete proportions will produce an average compressive strength equal to or greater than required. Documentation shall consist of at least 10 consecutive tests encompassing a period of time of not less than 45 days and made within the last 18 months. E. Sampling and testing for field quality control during placement of concrete shall conform to the requirements of Section 01410. F Distribute copies of test results to AutoZone, contractor and structural engineer of record. Non complian test reports shall be e- mailed or faxed immediately from the laboratory doing the work with non compliant items clearly noted. G. Review and approval of concrete mix design by AutoZone Construction Project Manager special inspectors, or structural engineer of record is only for general conformance with the project specifications It is the responsibility of the contractor to provide a design mix that meets the requirements of the specifications. H. Fiber reinforced test specimens prepared for quality control material acceptance shall be vibrated externally per recommendations of ACI Committee 544 PART 3 EXECUTION 3.01 GENERAL A. Maintain access for vehicular and pedestrian traffic as required for other construction activities. J•\Production Masters\Docs\Project Specs\Div -3 05/20/09 3 B. Form install reinforcements, pour strip, rub, cure and protect concrete walls, footings, foundations and building slab shown on drawings to size, shape and location required. 3.02 SURFACE PREPARATION A. Remove loose material from previously compacted base surface immediately before placing concrete. B. Proof -roll prepared base surface to check for unstable areas and need for additional compaction. 3.03 FORM CONSTRUCTION A. Forms shall be used wherever necessary to confine the concrete and shape it to the required dimensions. Forms shall have sufficient strength to withstand the pressure resulting from placement and vibration of concrete and shall have sufficient rigidity to maintain specified tolerances. B. The design and engineering of the formwork, as well as its construction shall be the responsibility of the Contractor C Forms shall be sufficiently tight to prevent Toss of mortar from the concrete. All exposed corners shall have a 3/4 -inch by 3/4 -inch chamfer unless otherwise noted. D Form ties shall leave no corrodible metal closer than 1 inch to the exposed surface of the concrete. Form ties shall leave holes no larger than 1 inch in diameter in concrete surface when removed. Ties shall be of size and weights for pressures developed and installed in accordance with manufacturer's recommendations. Form ties for exterior walls and grade beams shall be leak proof and water seal type. E. Forms for exposed surfaces shall be coated with non staining release agent applied before the reinforcing steel is placed. F Set forms to grades and lines, rigidly braced and secure. Install sufficient quantity of forms to allow continuous progress of work and so that forms can remain in place for at least 24 hours after placement or until concrete has adequately hardened. Care shall be taken to avoid spatting the concrete surfaces. G Check complete formwork for grade and alignment to following tolerances: 1 Top of forms not more than 1/8 inch in 10 feet. 2. Vertical face on longitudinal axis not more than 1/4 inch in 10 feet. H. Clean forms after each use and coat form with release agent as often as required to ensure separation from concrete without damage. 3.04 REINFORCEMENT A. Reinforcing steel shall be accurately fabricated to the dimensions required or shown and shall conform to standards contained in the ACI Detailing Manual 1980(SP -66) or CRSI Manual of Standard Practice, latest edition. Bars shall be bent cold and shall not be straightened in a manner that will injure the material. Welding as an aid to fabrication or installation will not be permitted unless specifically shown on the drawings. B. Reinforcing shall be placed so that the minimum concrete cover is provided. It shall be the Contractors responsibility to ensure the intended reinforcement location is maintained during concrete placement. Tie bars at intersections with soft steel wire. Do not drive nails into wood forms to support reinforcing. Reinforcing bars partially imbedded in concrete shall not be field bent. C Lap splices of reinforcing as called for on drawings. Do no splicing at points of maximum stress. Lap all bars at all corners and abrupt changes in direction within walls and beams. Provide steel dowels between foundations and walls, pilasters, columns and elsewhere, as indicated on drawings or as conditions require. D Protect reinforcing steel from excessive rusting or injury Store on skids or otherwise maintain at least 6 inches above ground. After bars are tied in place take whatever precautions are necessary to protect bars from damage by construction equipment or careless workmen. Pay particular attention to bars projecting out of previously placed concrete. Damaged steel shall be replaced at no cost to AutoZone. E. For slabs on grade, provide bolsters chairs, spacers, and other devices for spacing or fastening reinforcing bars and welded wire fabric, where base material will not support chair legs, support reinforcing with sand plates or horizontal runners. For exposed to view concrete where legs of supports are in contact with forms, finish supports of legs shall be plastic protected. 3.05 JOINTS A. Construct expansion, control and construction joints true -to -line with face perpendicular to surface of concrete. Construct traverse joints at right angles to the centerline unless otherwise indicated. J•\Production Masters\Docs\Project Specs\Div -3 05/20/09 4 B. Control Joints: Provide weakened -plane control joints sectioning the building slab into areas 24 times the thickness of the slab but in no event larger than 15 foot square or as shown on drawings. Joints will be cut to a depth equal to 1/4 of the concrete thickness and left unsealed. 1 Sawn Joints: Form joints using power saws equipped with shatterproof abrasive or diamond rimmed blades. Cut joints into hardened concrete as soon as surface will not be torn, abraded, or otherwise damaged by cutting action. Soft-Cut system joints shall be installed within 2 hours after final finish. Saw -cut control joints shall be cut within 12 hours after finishing. C Construction Joints: Construction joints shall be either keyed or doweled and shall occur at end of placements and at locations where placement operations are stopped for a period of more than 1/2 hour except where such placements terminate at expansion joints. The building floor slab shall not contain an construction joints. D Expansion Joints: Place expansion joints at all junctures between flatwork and vertical surfaces or fixed objects such as columns or bollards. E. At both construction and expansion joints install joint fillers in one -piece lengths wherever possible. Where more than one length is required, lace or clip joint filler sections together Joint fillers shall be placed so that top edge of filler is not Tess than 1/2 inch or more than 1 inch below finished surface of concrete and shall extend the full depth of the joint. F Sealant: Install sealant, appropriate for the location and usage, in the following joints. 1 Construction expansion joints in foundation walls. 2. Joints around structural columns. 3.06 PRODUCTION OF CONCRETE A. Ready -mixed concrete shall be batched, mixed and transported in accordance with ASTM C -94 The ready -mixed concrete producer shall furnish duplicate delivery tickets, one for the Contractor and one for the Testing Laboratory's agent, for each batch of concrete. The information provided on the delivery tick( shall include quantities of all materials batched including the amount of free water in the aggregate. The quantity of water that can be added at the site without exceeding the maximum water cement ratio specified shall be noted on the delivery ticket. B. The independent testing agency shall have access at all times to the batching and mixing plant for sampling of materials and inspection of all work performed for this job. C In cold weather the temperature of the concrete when delivered at the site of the work shall be at least 51 degrees F D In hot weather the ingredients shall be cooled before mixing. Flake ice or well crushed ice of a size that will melt completely during mixing may be substituted for all or part of the mixing water When air temperature is between 80 and 90 degrees F reduce maximum mixing and delivery time from 1 1/2 hours to 75 minutes, and when air temperature exceeds 90 degrees F further reduce maximum mixing and delivery time to 60 minutes. 3.07 CONCRETE PLACEMENT A. Preparation for Placing Concrete 1 The Testing Laboratory to the extent required by the Specifications, prior to placement of concrete shall have inspected all subgrade surfaces. AutoZone or its designee shall be the sole judge as to th suitability of the bearing material. 2. Before concrete is placed, all debris, water ice or other material shall be removed from the spaces tc be occupied by the concrete. Remove surplus releasing agent from the contact faces of forms and thoroughly clean reinforcement of other coatings. Concrete shall not be placed on frozen ground. 3. Prepare previously placed concrete by cleaning with a steel brush and applying bonding agent in accordance with manufacturer's recommendations. 4 Notify all trades concerned, including AutoZone's Construction Project Manager and the Testing Laboratory sufficiently in advance to permit installation of all required work by other trades. 5. Before placing concrete, all required imbedded items, including dovetail anchor slots, anchors, insert: angles, metal frames, fixtures, sleeves, drains, stair nosing, accessory devices for mechanical and electrical installations shall be properly located, accurately positioned and built into the construction and maintained securely in place. 6. Build into construction all items furnished by AutoZone and other trades. Provide all offsets, pockets. slabs, chases and recesses, as job conditions require. Thicken slabs as required to maintain the J•\Production Masters\Docs\Project Specs\Div 3 05/20/09 5 intended slab thickness at embedded items. Set anchor bolts and embedded plates furnished under the structural steel section of these Specifications. 7 Place and properly support all required reinforcing. Hold bars in beams and slabs to exact location during concrete placement. 8. Place vapor barrier sheeting, if required, with longest dimension parallel with direction of pour Lap joints 6 inches minimum and seal with appropriate tape. Do not disturb or damage vapor barrier while placing reinforcing or concrete. If damage occurs, repair before concrete covers area. B. Conveying 1 Concrete shall be conveyed from mixer to place of final deposit by method, which will prevent separation or loss of material. 2. Equipment for chuting and conveying concrete shall be of such size and design as to insure a practically continuous flow of concrete at the delivery without separation of material. 3. Provide runways or other means for wheeled equipment to convey concrete to point of deposit. Construct runways so that supports will not bear upon reinforcement or fresh concrete. 4 Pumps or pneumatic equipment shall have adequate pumping capacity Slump loss due to pumping shall not exceed 2 inches. Do not convey concrete through pipes made of aluminum or aluminum alloy Maintain controls for proportioning, mixing, adjustment of mix and placement in accordance with ACI 301 and ACI 304.2R. C Depositing 1 Concrete shall be deposited as nearly as practicable in its final position to avoid segregation due to rehandling or flowing. No concrete shall have a free fall of over three feet from truck, mixer buggies, chutes or tremies. The concreting shall be carried on at such a rate that the concrete is at all times plastic and flows readily into the spaces between bars. Concrete that has partially hardened, or been contaminated by foreign materials, shall not be deposited in the work, nor shall retempered concrete be used. 2. When concreting is started, it shall be carried on as a continuous operation until the placing of the section is completed. Do not allow cold joints to occur 3. Protect adjacent surfaces from concrete drippings, spillage or splashes. Hardened or partially hardened splashes or accumulations of concrete on forms or reinforcement shall be removed before the work proceeds. Clean all damaged surfaces immediately 4 All concrete shall be thoroughly consolidated by mechanical vibrators during the placing operation and shall be thoroughly worked around the reinforcement and embedded fixtures and into the corners of the forms. Mechanical vibrators shall be applied directly to the concrete and used only under experienced supervision. Vibrators shall be carried on continuously with the placing of concrete. Keep a minimum of two vibrators on the job during concreting operations. 5. Do not over vibrate concrete or use vibrators to transport concrete within forms. Insert vibrators vertically at frequent intervals. Do not drag vibrators through concrete. Do not insert vibrators into lower courses that have begun to set. 6. All conveyances shall be thoroughly cleaned at frequent intervals during the placing of concrete, and before beginning a new run of concrete. All hardened concrete and foreign materials shall be removed from the surfaces. 7 Maintain controls for proportioning, mixing, adjustment of mix and placement using pumping equipment in accordance with ACI 301 and 304.2R. 8. Do not drop concrete directly into standing water Use a tremie with the outlet near the bottom of the place of deposit. Contractor shall obtain approval of AutoZone project manager in writing prior to placing any concrete into standing water D Building Slab 1 Place granular subbase if required over subgrade to thickness shown on drawings and consolidate material. Bring material to optimum moisture content. The subgrade shall be free of frost before concrete placing begins. If the temperature inside a building where concrete is to be placed is below freezing it shall be raised and maintained above 50 degrees F long enough to remove all frost from the subgrade. Place vapor barrier sheeting over the subbase material with longest dimension parallel with direction of pour Lap joints 6 inches minimum and seal with appropriate tape. Do not disturb or damage vapor barrier while placing reinforcing or concrete. If damage occurs, repair before concrete covers area. 2. Edge forms, if required, and intermediate screed strips shall be set accurately to produce the designated elevations and contours of the finished surface, and shall be sufficiently strong to support J•\Production Masters\Docs\Project Specs\Div -3 05/20/09 vibrating screeds or roller pipe screeds. The concrete surface shall be aligned to the contours of screed strips by the use of strike -off templates or acceptable compacting type screeds. 3. Mixing and placing shall be carefully coordinated with finishing. Concrete shall not be placed on the granular sub base or forms more rapidly than it can be spread, straightedged and darbied or bull floated. These operations must be performed before bleeding water has an opportunity to collect on the surface. 4 Concrete in slabs shall be thoroughly consolidated. Internal vibration shall be used along the bulkheads of slabs on grade. Consolidation of slabs shall be obtained with vibrating screeds, roller pipe screeds, internal vibrators or other approved means. To obtain good surfaces and avoid cold joints, the size of finishing crews shall be planned with due regard for the effects of concrete temperature and atmospheric conditions on the rate of hardening of the concrete. 5. All finishes must be adequate in all respects to receive material to be applied to it, true to line and fre of defects or blemishes. No driers, dry cement, nor cement -sand mixture shall be used in connector with any finish surfaces to absorb water stiffen mix or for any other purpose. 6. All loading dock slabs and exterior stairs shall receive a light broom finish; all interior building slabs shall receive a troweled finish. 7 After the concrete has been placed, consolidated, struck off and leveled, the concrete shall not be worked further until ready for floating. Floating with a hand float or with a bladed power trowel equipped with float shoes, or with a power disk float shall begin when the water sheen has disappeared and when surface has stiffened sufficiently to permit the operation. During or after the first floating, planeness of surface shall be checked with a 10 foot straightedge applied at not less the two different spots filled during this procedure, to produce a surface within a 1/4 inch in 10 foot tolerance throughout. The slab shall then be refloated immediately to a uniform sandy texture. The slab shall next be power troweled and finally hand troweled. The first trowelling after power floating shall produce a smooth surface which is relatively free of defects but which may still show some trowel marks. Additional trowelling shall be done by hand after the surface has hardened sufficiently The final trowelling shall be done when a ringing sound is produced as the trowel is moved over the surface. The surface shall be thoroughly consolidated by the hand troweling operations. The finishes surface shall be essentially free of trowel marks, uniform in texture and appearance and shall meet o exceed the floor flatness requirements specified in paragraph 1 03 above. 8. Areas which are called out, to receive a light broom finish shall be given a light traverse texture by drawing a broom across the surface, and will not be trowelled. 9. Precautions to protect fresh concrete from developing plastic shrinkage cracks must be taken in advance of concrete placement where evaporation rate due to any combination of temperature, humidity and wind velocity is expected to approach 0.2 lbs. /sq.ft./hr as determined by ACI 305 Figur 2.1.5. Acceptable precautions to reduce the rate of evaporation include the use of wind breaks, monomolecular film evaporation retarders, fog spray covering with polyethylene sheeting, or wet cover 3.08 COLD WEATHER PLACING A. Protect all concrete work from physical damage or reduced strength which could be caused by frost, freezing actions, or low temperatures, in compliance with requirements of ACI 306 and as herein specified. B. When the air temperature has fallen to or may be expected to fall below 40 degrees F provide adequate means to maintain the temperature in the area where concrete is being placed, at between 50 and 70 degrees F for at least 7 days after placing. Provide temporary housings or coverings including tarpaulins plastic film Maintain the heat and protection, if necessary to insure that the ambient temperature does n fall more than 30 degrees F in the 24 hours following the initial 7 -days period. Avoid rapid dry out of concrete due to overheating and avoid thermal shock due to sudden cooling or heating. C. When air temperature has fallen or is expected to fall below 40 degrees F uniformly heat all water and aggregates before mixing as required to obtain a concrete mixture temperature of not Tess than 55 degrees F and not more than 85 degrees F at point of placement. D Do not use frozen materials containing ice or snow Do not place concrete on frozen subgrade or subgrade containing frozen materials. Ascertain that form, reinforcing steel and adjacent concrete surfaces are entirely free of frost, snow and ice before placing concrete. E. Do not use salt or other materials containing antifreeze agents or chemical accelerators or set control admixtures unless approved by AutoZone Construction Project Manager J•\Production Masters\Docs\Project Specs\Div -3 05/20/09 7 3.09 HOT WEATHER PLACING A. When hot weather exists that would seriously impair the quality and strength of concrete, place concrete in compliance with ACI 305 and as herein specified. B. Cool ingredients before mixing to maintain concrete temperature at time of placement below 80 degrees F when the temperature is rising and below 85 degrees F when the temperature is falling. Mixing water may be chilled, or chopped ice may be used to control the concrete temperature provided the water equivalent of the ice is calculated in the total amount of mixing water C. Cover reinforcing steel with water soaked burlap if it becomes too hot, so that the steel temperature will not exceed the ambient air temperature immediately before embedment in concrete D Wet forms thoroughly before placing concrete. E. Do not place concrete at a temperature so as to cause difficulty from loss of slump flash -set, or cold joints. F Do not use set control admixtures unless approved by the AutoZone Construction Project Manager in Mix Design. G Obtain Project Manager's approval of other methods and materials proposed for use prior to actually commencing the work. H. Precautions to protect fresh concrete from developing plastic shrinkage cracks must be taken in advance of concrete placement where evaporation rate due to any combination of temperature, humidity, and wind velocity is expected to approach 0.2 lbs. /sq.ft./hr as determined by ACI 305 Figure 2.1.5. Acceptable precautions to reduce the rate of evaporation include the use of wind breaks, monomolecular film evaporation retarders, fog spray covering with polyethylene sheeting, or wet cover 3.10 CONCRETE FINISHING OF FORMED SURFACES A. Do not remove forms for 24 hours after concrete has been placed. After removal of forms all honeycombed and other defective concrete shall be removed down to sound concrete. If chipping is necessary the edges shall be perpendicular to the surface or slightly undercut. No feathering will be permitted. The area to be patched and an area at least 6 inches wide surrounding it shall be dampened to prevent absorption of water from the patching mortar A bonding grout shall be prepared using a mix of approximately one part cement to one part fine sand passing a No. 300 mesh sieve, mixed to the consistency of thick cream and then well brushed into the surface. B. Concrete surfaces not exposed to view shall be finished with a rough form finish and all surfaces exposed to view shall be finish with a smooth rubbed finish. C. For a rough form finish, tie holes and defects shall be patched and fins exceeding 1/4 inch in height shall be chipped or rubbed off Otherwise, surfaces may be left with the texture imparted by forms. D For a smooth rubbed finish, the form facing material shall produce a smooth, hard, uniform texture on the concrete. The arrangement of the facing material shall be orderly and symmetrical, with the number of seams kept to the practical minimum Tie holes and defects shall be patched and all fins shall be removed by rubbing. E. Immediately upon removal of the forms, the surfaces to be rubbed shall be pointed up, thoroughly wetted and then rubbed with a No. 20 carborundum brick and water so as to produce a true, even and smooth surface. When necessary to fill pinholes, and upon areas which have been reconstructed, rubbing shall be done by carborundum brick and a thin cement grout composed of one part of cement and two parts of fine washed silicone sand, all of which shall pass a No. 20 sieve. The surface finished with grout shall be carefully scraped with a steel edge so as to remove all surplus grout, after which it shall be given a final rub with a wood float until all skin and form marks shall be removed. No "wash composed of cement and water or cement, sand and water shall be used in this process. 3.11 CURING A. Protect and cure all finished cast in place concrete work. Begin immediately after placement; protect concrete from premature drying, excessively hot or cold temperatures and mechanical damage. Cure in accordance with ACI 308. Use membrane forming curing and sealing compound or approved continuously moist curing method for not less than 7 days, and in accordance with ACI 301 procedures. If used, apply curing compound as soon as final finishing operations are complete(within 2 hours). Apply curing compound uniformly in continuous operation by power sprayer or roller according to manufacturer's written instructions, but as a minimum, apply two coats perpendicular to one another Recoat areas subject to heavy rainfall within three hours after initial application. Maintain continuity of coating and repair J•\Production Masters\Docs\Project Specs\Div -3 05/20/09 8 damage during curing period. After curing period has elapsed remove non dissipating curing compound; without damaging concrete surfaces by method recommended by curing compound manufacturer B. All formed concrete work subject to lateral loading (retaining walls) shall not receive such loads until 28 days of cure time unless approved by AutoZone Construction Project Manager C. Contractor shall be responsible for verifying that curing compound is compatible with and will have no detrimental effect on adhesives and final finishes specified over concrete surfaces. D. Refer to Specifications Section 03150 for curing and sealing of surfaces to receive Penetrating Liquid Sealer 3.12 REPAIR, PROTECTION AND CLEAN -UP A. Repair or replace broken or defective concrete as directed by AutoZone Construction Project Manager B. Protect freshly placed concrete from premature drying and excessive cold or hot temperatures, and maintain, without drying, at a relatively constant temperature for the period necessary for hydration of the cement and proper hardening of the concrete. C. Protect concrete from damage until acceptance of work. Exclude traffic from pavement for at least 14 days after placement. When construction traffic is permitted, maintain pavement as clean as possible by removing surface stains and spillage of materials as they occur D Sweep concrete pavement and wash free of stains, discolorations, dirt and other foreign material just pric to final inspection. E. Upon completion and as directed by AutoZone Construction Project Manager remove all excess materia debris, forms and equipment occasioned by the work. End of Section J•\Production Masters\Docs\Project Specs\Div -3 05/20/09 9 This Page Left Blank J\Production Masters\Docs\Project Specs\Div -3 05/20/09 10 DIVISION 3 SECTION 03150 PENETRATING SEALER PART 1 GENERAL 1.01 PRECAUTIONS A. Protect material from freezing. If frozen thaw and agitate before using. Do not apply when temperature is below 35 degrees F or above 135 degrees F B. Apply with low- pressure sprayer only do not use airless sprayers. C Avoid contact with glass, aluminum or finished surfaces. Where contact occurs, immediately wipe with a damp cloth or flush with water When applying near windows mask the glass. D Surfaces being treated will become slippery during application. Exercise care and caution to avoid falls and injury E. Do not apply to areas previously treated with curing or sealing agents unless these coatings have been removed by chemical or mechanical means. PART 2 PRODUCTS 2.01 PRODUCT DESCRIPTION A. Ashford Formula is a colorless, transparent liquid that penetrates concrete, protecting, preserving, and strengthening it permanently by chemically reacting with the concrete. B. Do not substitute for this product. PART 3 EXECUTION 3.01 AREA OF INSTALLATION A. Install Ashford Formula over all interior concrete surfaces not scheduled to receive vinyl composition floor tile. Ashford Formula may extend over the areas to receive floor tile without penalty 3.02 INSTALLATION ON FRESHLY FINISHED CONCRETE A. Freshly finished concrete surfaces require no special surface preparation if the Ashford Formula is to be applied immediately after the finishing operation as a curing agent. B. Saw cutting may be done before or after the Ashford Formula is applied depending on the immediate nee for curing. It is critical in either case that the dust or slurry from cutting be immediately and thoroughly removed from the slab surface. C. Immediately following the trowelling operation, and as soon as the slab is safe enough to walk on, saturat the surface with Ashford Formula at approximately 200 square feet per gallon using a low pressure, high volume sprayer Ashford Formula is a penetrant, not a membrane; enough material needs to be on the surface to allow the Ashford to thoroughly soak in. As a guideline, there should be enough Ashford on the floor to `fill -in' a footprint within several seconds of taking a step. This is often referred to as a "flood coat or "wet coat" Once a wet coat has been achieved, work Ashford Formula into the concrete surface with soft- bristled brooms. This will break surface tension and aid penetration. D Keep the surface wet with Ashford for a minimum of 30 minutes, and then wait for the Ashford to become slippery and gel -like under foot. In extremely cool, windless conditions, Ashford can take up to an hour or longer to become slippery In hot, windy conditions, Ashford may become slippery and gel like in as lithe as 15 minutes, if this occurs, lightly mist surface with water which will resolubilize the Ashford so that it is no longer slippery or gel -like. E. During the initial 30 minutes, no spot or area on the slab should be allowed to become dry Avoid dry areas by either brooming excess Ashford over the more absorbent spots or by putting down more Ashford. Pay particular attention to porous areas and slab edges, as these areas tend to dry out more quickly F After the slab has been wet with Ashford for a minimum of 30 minutes, and the Ashford becomes slippery lightly mist the surface with water This can be done either with a low pressure sprayer or a hose and nozzle (nozzle must be adjusted to create a mist) Agitate with a broom to aid penetration and wait for Ashford to become slippery or gel -like a second time. G. After Ashford become slippery a second time, thoroughly flush the surface with water During the flushinc process, agitate the floor with brooms to help loosen and remove excess Ashford Formula from the surface. H. Squeegee the slab thoroughly by pushing the water ahead of the squeegee and off the slab edge. Once completed the floor should look like bare concrete with nothing on it. During the squeegee process, there JAProduction Masters\Docs\Project Specs\Div -3 05/20/09 1 may be some slippery patches. This is an indication that excess Ashford is still on the surface. These areas should be re- flushed and squeegeed again until the entire surface dry and free from slippery patches. 3.03 DRYING TIME A. The surface may be used as soon as the application is complete and the surface is again dry to the touch. This will occur usually in 1 to 3 hours after squeegeeing. 3.04 COVERING A. On new concrete, allow a minimum of 30 days for the floor to cure before covering with flooring material. 3.05 EXISTING CONCRETE FLOORS A. Do not install Ashford Formula over existing concrete floors without first consulting with a qualified Ashford representative. Existing floors require entirely different procedures than do freshly placed floors. In some cases the floor may need to be stripped. In other cases it may need to be thoroughly cleaned or neutralized. For the name of a qualified technical representative, call: Curecrete Distribution, Inc. 1203 West Spring Creek Place Springville, Utah 84663 Telephone (800) 998 -5664 Monday Friday 8am to 5pm Mountain Time Zone End of Section J•\Production Masters\Docs\Project Specs\Div -3 05/20/09 2 DIVISION 4 SECTION 04200 UNIT MASONRY PART 1 GENERAL 1.01 SCOPE OF WORK A. This section includes both load bearing reinforced concrete unit masonry as well as veneered unit masonry along with the installation of the follow products, which are specified in other sections: 1 Embedded Anchors and Plates 2. Steel Lintels and Miscellaneous Steel Frames 3. Hollow Metal Door Frames 4 Wood Nailers and Blocking 5. Sealant in Masonry Construction Joints B. Consult drawings to determine which elements of this section are applicable to the specific project. 1.02 SYSTEM PERFORMANCE AND REFERENCES A. Provide unit masonry that develops a minimum compressive strength (f'm) of 1500 psi. B. Comply with all applicable requirements of the following masonry references: 1 American Concrete Institute No.530 Building Code Requirements for Masonry Structures 2. American Concrete Institute No.530.1 R Specifications for Masonry Structures 3. International Masonry Industry All- Weather Council Recommended Practices and Guide Specifications for Cold Weather Masonry Construction 1.03 QUALITY ASSURANCE A. Obtain exposed masonry units of uniform texture and color or a uniform blend within the ranges accepted for these characteristics, from one manufacturer for each different product required for each continuous surface or visually related surfaces. B. Special inspections and testing required by AutoZone and the governing building code will be paid by the Contractor and performed by an independent testing laboratory Testing shall conform to the requirements of Section 01410 1.04 DELIVERY, STORAGE AND HANDLING A. Deliver masonry materials to project site in undamaged condition, store masonry units along with accessories off the ground, under cover to prevent their deterioration or damage due to moisture temperature changes, contaminants, corrosion and other causes. 1.05 PROJECT CONDITIONS A. Do not use masonry cement in seismic zones 2 or higher as defined by any national building code or seismic design performance category D or higher as defined by the International Building Code. B. All mortar used to bond masonry shall be type S, do not use type N, M, or O. C. During erection, cover tops of walls, projections and sills with waterproof sheeting at end of each day's work. Extend cover a minimum of 24 inches down both sides and hold cover securely in place. Maintain cover until wall is permanently protected. D Do not apply uniform roof loads for at least 12 hours and concentrated loads for at least 3 days after building masonry walls or columns. E. Prevent grout, mortar and soil from staining the face of masonry to be left exposed or painted or other embedded or attached items. Remove immediately any grout, mortar and soil that comes in contact with masonry units, embeds or attached items. F Do not lay masonry units that are wet or frozen; remove and replace masonry damaged by freezing conditions. Comply with reference unit masonry standards for cold weather construction and the following: G. Comply with reference unit masonry standard for hot weather construction as well as the following: 1 When the ambient air temperature exceed 100 degrees F or 90 degrees F with a wind velocity greater than 8 mph, do not spread mortar bed more than 4 feet ahead of masonry and set masonry units within one minute of spreading mortar J•\Production Masters\Docs\Project Specs\Div -4\Sec -04200 05/20/09 1 WORK DAY CONSTRUCTION TEMPERATURE REQUIREMENT Above 40 F Normal masonry procedures 32 F to 40 F Heat mixing water to produce mortar temperatures between 40 F 120 F 25 F to 32 F 20 F to 25 F 0 F and below to 20 F Heat mixing water to produce mortar temperatures between 40 F 120 F Mortar on boards should be maintained above 40 F Heat mixing water and sand to produce mortar temperatures between 40 F 120 F Mortar on boards should be maintained above 40 F Heat mixing water and sand to produce mortar temperatures between 40 F 120 F Mortar on boards should be maintained above 40 F PROTECTION REQUIREMENT Cover walls with plastic at end of work day to prevent water entering masonry Cover walls and materials with plastic or canvas to prevent wetting and freezing With wind velocities over 15 mph provide windbreaks during the work day and cover walls and materials at the end of the work to prevent wetting and freezing. With wind velocities over 15 mph provide windbreaks during the work day and cover walls and materials at the end of the work to prevent wetting and freezing. Maintain masonry above freezing for 16 hours using auxiliary heat or insulated blankets. Provide enclosures and supply sufficient heat to maintain masonry enclosure above 32 F for a minimum of 24 hours. H. When conditions exist that are different from those outlined above the Project Manager may approve alternative methods and practices for the placement of masonry PART 2 PRODUCTS 2.01 MORTAR A. Portland Cement, Type 1 shall meet the requirements of ASTM C150. B. Masonry Cement, Type II shall meet the requirements of ASTM C91 C Sand shall meet the requirements of ASTM C144 D Water shall be potable, from local utility supply E. Mortar shall be Type S, and shall consist of 1 part Cement, to 3 parts sand, and shall develop a minimum strength of 1800 psi, and shall conform to the requirements of ASTM C270. F Grout Mix, Non shrink, Type S, 1 part Portland cement, 21/4 parts sand, and shall develop a minimum strength of 2000 psi, and shall conform to the requirements of ASTM C476. 2.02 CONCRETE MASONRY UNITS A. Hollow load bearing concrete masonry units shall conform to ASTM C90 and as follows: 1 Grade N, Type 1 2. Minimum average compressive strength of 1900 psi. 3. Light weight units weighing 103 pounds per cubic foot. 4 Manufactured to specified dimensions of 3/8 inch Tess than nominal widths by nominal heights by nominal lengths indicated on drawings. Nominal face dimensions for full size units are 8 inch height by 16 inch length. Thickness as indicated on drawings. 5. Exposed faces shall be manufacturer's standard gray color and texture for the type of unit specified. B. Type of concrete masonry units required will be smooth face, unless noted otherwise on the drawings, provide units with both finished faces and ends of each type as required to construct outside corners. C. Provide bond beam units with appropriate face finish as required by drawings. J•\Production Masters\Docs\Project Specs\Div -4\Sec -04200 05/20/09 2 2.03 BRICK MASONRY UNITS A. Brick masonry units used as a veneer shall conform to ASTM C -216, grade SW Type FBS and shall have a compressive strength of not less than 12,000 psi. B. All brick units for the project shall be extruded shapes and shall come from the same manufacturer C Brick sizes and colors shall be as indicated on drawings 2.04 STEEL BAR REINFORCING A. Vertical and Bond Beams: Billet steel complying with ASTM A615 Grade 60 deformed, unless noted otherwise. Steel bars sizes as shown on the drawings. B. Vertical bars shall be held in position at top and bottom and at interval not exceeding 200 diameters of the bar additionally bars shall be in place prior to grouting. 2.05 JOINT REINFORCEMENT A. Joint reinforcement for concrete masonry units shall be galvanized carbon steel, class 3, and truss design, welded wire units prefabricated with deformed continuous side rods and plain cross rods into straight lengths of not Tess than 10 feet, with prefabricated corner and tee units. Wire size shall be 9 gage minimum B. If prefabricated corners are not available, Contractor may field form corners by cutting on side of a straight section and bending to suit the wall condition. C. Joint reinforcement where horizontal mortar joints do not align in composite, cavity or insulated walls, or where interior wythe is to be constructed before exterior wythe shall be truss type Adjusto Flex Mesh Model number AF -V or AF -H, as required, as manufactured by Hohmann Barnard, Inc. or approved equal. 2.06 ANCHORS A. Anchors for attaching masonry veneers to non masonry surfaces shall be galvanized triangle wire veneer anchor sized for the thickness of the masonry units being used. The ties shall be made from 12 gage wire and the screw hole for attachment shall be 5/16 inch diameter and shall be equal to those manufactured by Heckmann Building Products or Dur -O -Wall, Inc. 2.07 CONTROL JOINTS A. Pre formed high grade rapid control joint rubber slot seal, D/A 2001 2 -1/8 inches by 1 11/16 inches, as manufactured by Dur -O -Wall, Inc. B. Where composite walls are constructed extend control joint through both Wythes. 2.08 EMBEDDED FLASHING MATERIALS for VENEERED INSTALLATIONS A. Embedded flashing shall be copper fabric laminate consisting of a copper sheet weighing 3 ounces per square foot, bonded with asphalt between two layers of glass fiber cloth. B. Adhesive for flashing shall be of type recommended by manufacturer of flashing material for use indicated. C Weep holes shall be round medium density polyethylene tubing, 3/8 inch outside diameter PART 3 EXECUTION 3.01 GENERAL A. Comply with referenced unit masonry standard and other requirements indicated applicable to each type of installation included in Project. B. Build single Wythe walls to the actual thickness of the masonry units, using units of nominal thickness indicated. C Cut masonry units with motor driven saws to provide clean, sharp, unchipped edges. Cut units as required to provide continuous pattern and to fit adjoining construction. Use full size units without cutting where possible. D Provide temporary bracing for walls, lintels and other masonry work during erection. Maintain in place until roof framing and other structural elements are complete and provide permanent bracing. Bracing of masonry walls is a means and method of construction and is the sole responsibility of the General Contractor and the masonry sub contractor As a minimum, provide bracing in accordance with the J Masters\Docs\Project Specs\Div -4\Sec -04200 05/20/09 3 Mason Contractor's Association of America's 'Standard Practice for Bracing Masonry Walls Under Construction" E. Grout all cells solid in all walls from top of footing to finished floor line whether reinforced or not. 3.02 MORTAR AND GROUT MIXING A. Machine mix dry materials thoroughly for approximately 2 minutes. Add optimum amount of water gradually and mix for an additional 3 minutes, total mixing time, 5 minutes minimum Hand mixing of mortar may be permitted for work requiring small batches with Owner's approval. B. Mortar for grouting shall be mixed with the required amount of water to achieve pouring consistency Continuously stir to prevent separation of materials. C. Do not use admixtures, antifreeze compounds, or accelerators unless approved by Owner D Place mortars in final position within 2.5 hours after mixing. Place grout into position within 1.5 hours after mixing. E. Pointing mortar shall be of as dry a consistency as will produce a mortar sufficiently plastic to be worked into the joints. 3.03 LAYING MASONRY WALLS A. Lay out walls in advance for accurate spacing of surface bond patterns with uniform joint widths and for accurate location of openings, movement -type joints, returns and offsets. Avoid the use of less than half size units at corners, jambs and where possible at other locations. B. Lay up walls to comply with specified construction tolerances, with courses accurately spaced and coordinated with other construction. C Lay masonry in running bond pattern with vertical joint in each course centered on units in courses above and below unless otherwise indicated. D Lay concealed masonry with all units in a Wythe in running bond. Bond and interlock each course of each Wythe at corners. Do not use units with less than nominal 4 -inch horizontal face dimensions at corners or jambs. E. In each course, rack back one half unit length for one half running bond, do not tooth. Clean exposed surfaces of set masonry and remove loose masonry units and mortar prior to laying fresh masonry F As construction progresses, build in items specified under this and other Sections of the Specifications. Fill in solidly with masonry around built in items. 1 Fill spaces between hollow metal frames and masonry solidly with mortar unless otherwise indicated. 2. Where built in items are to be embedded in cores of hollow masonry units, place a layer of metal lath in the joint below and rod grout into core. G. Install knock out bond beam masonry units at bearing elevations of steel bar joists, top of wall and at other locations called for on drawings. Units shall have faces to match adjacent courses or as called for on drawings. 3.04 MORTAR BEDDING AND JOINTING A. Lay hollow concrete masonry units with full mortar coverage on horizontal and vertical face shells, bed webs in mortar in starting course on footings and in all courses of piers, columns and pilasters and where adjacent to cells or cavities to be filled with grout. B. Tool all exposed joints slightly concave. C Joints at all locations to receive a plaster or EFS finish shall be struck flush rather than tooled. 3.05 GROUTING A. Fully grout cavities, pilasters and vertical cells of concrete masonry containing steel reinforcement. Fully grout bond beams and lintels, including head joints. Fully grout all cells in retaining walls and all cells below grade in all walls. In addition, fully grout cavities and cells as directed by the Contract Documents. B Provide cleanouts when required by the grouting procedures. Cleanout openings shall be provided at all cells to be filled at each pour of grout where such pour is in excess of five feet. Cleanouts shall be sealed after inspections and before grouting. C. Any overhanging mortar or other obstructions or debris shall be removed from the inside of cell walls. J•\Production Masters\Docs\Project Specs\Div -4\Sec -04200 05/20/09 4 D Stop grout 1 1/2 inches below top of masonry when grout is to stopped for one hour or more. All horizontal steel shall be fully embedded in grout. E. Consolidate pours exceeding 12 inches in height by mechanical vibration and reconsolidate by mechanical vibration after initial water loss and settlement has occurred. F Walls shall be constructed using a low lift grouting method with heights not to exceed five feet. High lift grouting methods may only be used with the approval of the project construction manager the structural engineer of record and the local building official. A procedure for high lift grouting method and field quality control shall be submitted and approved prior to beginning work. 3.06 HORIZONTAL JOINT REINFORCEMENT A. Install continuous horizontal joint reinforcement not less than 16 inches on center vertically (every other block course) reduce spacing to 8 inches on center vertically below grade and in parapets. Install longitudinal side rods in mortar for their entire length with a minimum cover of 5/8 inch on exterior side of wall. Lap all joints a minimum of 8 inches. In seismic zones 3 and 4 and seismic design category D as categorized by the International Building Code, horizontal joint reinforcement shall be replaced with horizontal bond beams spaced not less than 48 inches on center vertically or as indicated on drawings. Horizontal joint reinforcing may be required in addition to bond beam reiforcing for multiple wythe construction. B. Cut or interrupt joint reinforcement at control and expansion joints, unless otherwise indicated. C Provide continuity at corners and wall intersections, by use of prefabricated 'L" and "T" sections except at control and expansion joints. Cut and bend reinforcement as directed by manufacturer for continuity at returns, offsets, column fireproofing, pipe enclosures, and other special conditions. D Reinforce masonry openings up to one foot in width, by placing horizontal joint reinforcement in the first two courses immediately above and below the head and sill of the opening. Extend reinforcing a minimum of 2 feet beyond the jambs of the opening. E. Install horizontal steel bar reinforcing, sizes as shown on drawings, in all "U" shaped masonry bond beams and all other locations where indicated on drawings. 3.07 VERTICAL REINFORCEMENT A. Install vertical steel bar reinforcing, sizes as shown on drawings, each side of all openings, control joints, and spaced or positioned in walls, columns and pilasters, or otherwise as shown on drawings. Vertical reinforcing shall be held in place by means of bar positioners. B. Reinforcing bars shall be spliced a minimum of 48 bar diameters or 30 inches which ever is greater unless noted otherwise on structural documents. 3.08 ANCHORING VENEERED MASONRY TO STRUCTURAL MEMBERS A. Provide an open space not less than 1 inch in width between masonry and structural member unless otherwise indicated. Keep open space free of mortar or other rigid materials. B. Anchor masonry to structural members with triangle anchors embedded in masonry joints and attached to structure. C. Space anchors as required, but not more than 16 inches on center vertically and 32 inches on center horizontally 3.09 CONTROL JOINTS A. Install special shapes designed for control joints. Install bond breaker strips at joint. Keep head joint free and clear of mortar Fill joint with elastomeric sealant. 3.10 LINTELS A. Provide masonry lintels where shown and wherever openings are greater than 12 inches in width in all block bearing walls and structural steel lintels for all opening greater than 12 inches in width in masonry veneer walls. B. Masonry lintels shall be specially formed 'U' shaped bond beam units with reinforcement bars placed as indicated and filled with grout. Masonry and steel lintels shall have a minimum bearing of 8 inches at each jamb unless otherwise indicated. C. At service door opening, extend lintel bearing to 2 feet beyond each jamb and grout solid all cells in the three courses above the lintel to facilitate the installation of the roll -up door J•Wroduction Masters\Docs\Project Specs\Div -4\Sec -04200 05/20/09 5 D Install loose steel lintels and miscellaneous steel frames where indicated. E. Construct temporary formwork and shores to support reinforced masonry elements during construction. Do not remove forms and shores until reinforced masonry members have hardened sufficiently to carry their own weight and other temporary Toads that may be placed on them during construction. 3.11 FLASHING WEEP HOLES FOR VENEERED WALLS A. Install embedded flashing and weep holes in masonry at shelf angles, lintels, ledges and other obstructions to the downward flow of water in the wall, and where indicated. B. Prepare masonry surfaces so that they are smooth and free from projections that could puncture flashing. Place thru -wall flashing on sloping bed of mortar and cover with mortar Seal penetrations in flashing with sealant as recommended by flashing manufacturer before covering with mortar C Extend flashing from exterior face of the veneer through the outer Wythe and turn up and embed into the next horizontal joint of the backing masonry• or if backing is solid turn up a minimum of 4 inches and seal against vertical surface. Ensure the air space between the veneer and the backing is free and clear of mortar from top to bottom of wall. D At heads and sills, extend flashing as specified above unless otherwise indicated but turn up ends not Tess than 2 inches to form a pan. E. Cut off flashing flush with face of wall after masonry wall construction is completed. F Install weep holes in the head joints in exterior Wythe and in the first course of masonry immediately above embedded flashing. Space weep holes 32 inches on center 3.12 REPAIRING, POINTING AND CLEANING A. Remove and replace masonry units that are loose, chipped, broken, stained or otherwise damaged or if units do not match adjoining units. Install new units to match adjoining units in fresh mortar or grout, point joints to eliminate evidence of replacement. B. During the tooling of joints, enlarge any voids or holes, and completely fill with mortar Point up all joints including corners, openings and adjacent construction to provide a neat, uniform appearance ready for the application of sealant. C After mortar is thoroughly set and cured, clean exposed masonry as follows: 1 Remove large mortar particles by hand with wooden paddles and nonmetallic scrape hoes or chisels. 2. Protect adjacent non masonry surfaces from contact with cleaner by covering them with liquid strippable masking agent, polyethylene film or waterproof masking tape. 3. Wet wall surfaces with water prior to application of cleaners; remove cleaners promptly by rinsing thoroughly with clear water 4 Clean concrete masonry by means of cleaning method indicated in NCMA TEK 45 applicable to type of stain present on exposed surfaces. End of Section J•\Production Masters\Docs\Project Specs\Div -4\Sec -04200 05/20/09 6 DIVISION 5 SECTION 05120 STRUCTURAL STEEL PART 1 GENERAL 1.01 SCOPE OF WORK A. Include all labor materials and appliances, and perform all operations in connection with the installation c the structural steel and all related work, in strict accordance with the drawings and as specified herein. Work includes: 1 All structural steel including columns, beams, girders, column base and cap plates, joist and beam bearing plates, angles and channels. 2. Design of structural steel connections. 3. Framing for all openings in metal deck. 4 Connection angles, bolts and electrodes for welding work. 5. Anchor bolts and embedded plates and angles. 6. Connections for steel joist girders and steel joist to structural steel. 7 Connections of masonry to structural steel columns and beams. 8. Field touch -up of shop painting. 9. All other items required for completing the work of this section. B. Related work which is specified in other sections 1 Steel joists and joist girders. 2. Metal decking. 3. Cold formed metal framing 4 Metal fabrications. 1.02 REFERENCES A. American Institute of Steel Construction (AISC): Specification for the Design, Fabrication and Erection of Structural Steel for Buildings. 1 AISC Code of Standard Practice for Steel Buildings and Bridges (1986) except as modified herein: a. Paragraph 4.2.1 of the above code is hereby modified by deletion of the following sentence: `Thi; approval constitutes the Owner's acceptance of all responsibility for the design adequacy of any detail configuration of connections developed by the fabricator as part of his preparation of these shop drawings. 2. AISC Specifications for Structural Steel Buildings Allowable Stress Design (ASD) (1989) 3. AISC Specifications for Structural Joints using ASTM A325 or A490 Bolts ASD (1985). B. American Society for Testing and Materials (ASTM) 1 ASTM A -36 Specifications for Structural Steel 2. ASTM A -123 Specifications for Zinc (Hot -Dip Galvanized) Coatings on Iron and Steel Products. 3. ASTM A -307 Specifications for Structural Bolts and Studs 60,000 psi Tensile 4 ASTM A -325 Specifications for Structural Bolts, Heat Treated, 120/105 psi Minimum Tensile. 5. ASTM A -500 Specifications for Cold- Formed Welded and Seamless Carbon Steel Tubing. 6. ASTM A -501 Specifications for Hot Formed Welded and Seamless Carbon Steel Tubing. 7 ASTM A -572/A -992 Specifications for High- Strength, Low Alloy Columbian- Vanadium Structural Stee C. American Welding Society (AWS) 1 AWS (D1 1) Structural Welding Code Steel. 2. AWS (D1.3) Structural Welding Code Sheet Steel. 1.03 SUBMITTALS A. Fabricator may send with the first delivery a full set of shop drawings for Contractor's use. B. Items requiring field measuring shall have all dimensions verified in the field before fabrication. C All structural steel shall be detailed fabricated and erected in accordance with the AISC Code of Standarc Practice, except as modified herein. D Shop drawings if required should include the following information: 1 Details of cuts, connections, camber holes and other pertinent data. 2. Welds will be indicated by standard AWS symbols and show size, length and type of each weld. 3. Erection drawings will reference erection marks to shop detail drawing numbers. 4 Directions for installation of anchor bolts and other anchorage 5. Type of fasteners will be clearly shown for all members. J•\Production Masters\Docs\Project Specs\Div -5\Sec -05120 05/20/09 1 E. Fabricator's engineer shall be responsible for the design, and adequacy of for all connections. Erection drawings and shop details will clearly show the design loads of each connection design by the fabricator All shop drawings shall be signed and sealed by the fabricator's engineer with the engineer's seal in the state in which the project is located. F AutoZone's review of any submittals is only for review of general conformance with the design concept. In no case shall this review or any subsequent approval, if given, relieve the contractor of the responsibility for the installation adequacy and safety of all connections, correctness of fit, general or detailed dimensions, quality or quantity of materials, or any other conditions, functions, performance or guarantees required. 1.04 QUALITY ASSURANCE A. Contractor shall employ an independent testing laboratory to perform special inspection and testing. Testing shall conform to the requirements of Section 01410. PART 2 PRODUCTS 2.01 MATERIALS A. W Shape columns and beams: ASTM A- 36/A -572/A -992, Fy 50 ksi. B. Other steel shapes bars and plates: ASTM A 36, Fy 36 ksi. C Structural tubing: ASTM A -500, Grade B, Fy 46 ksi. D Anchor bolts: ASTM A -307 or ASTM F1554 Grade 55, typical unless noted otherwise. E. Bolts: ASTM A -325 or A -490 F Welding electrodes: Series E -70 for arc welding. G. Headed stud anchors: ASTM A -108, Grades 1010 to 1020, 50 ksi. H. Galvanizing: All item exposed to weather or earth shall be hot -dip galvanized to comply with ASTM A -123 or A -153, Class B. I. Paint (Shop Coat) Fabricator's standard rust inhibitive metal primer Paint shall be compatible with finish coat. PART 3 EXECUTION 3.01 DESIGN OF CONNECTIONS A. Unless noted otherwise, shop connections may be either bolted or welded and field connections shall be bolted. The fabricator is responsible for the design of all connections not fully detailed on the drawings. Connections not fully detailed on the structural drawings are schematic and are only intended to show the relationship of members connected. Connection details indicated on the drawings shall be incorporated into the fabricator's connection design. B. Unless noted otherwise, connections shall be designed as 'simple framing" connections (unrestrained, free ended), to support the Toads indicated on the drawings, with the ends of beams and girders connected for shear only and free to rotate with some inelastic, but self limiting deformation of connection parts, under gravity load. Bolted connections shall be designed as bearing type connections using the values for bearing type connections with threads included in the shear plane. A minimum of two bolts per connection must be used. C Single plate connections shall be designed in accordance with the design procedure given in AISC 'Engineering for Steel Construction' D The fabricator is responsible for verifying the tension capacity of axially loaded members after a section is reduced for bolt holes. Member size may be increased or connection plates added as required. 3.02 FABRICATION A. Fabricate and assemble structural assemblies in shop to greatest extent possible and as indicated on final shop drawings. Provide camber in structural members where indicated. B. Properly mark and match -mark materials for field assembly Fabricate for delivery sequence which will expedite erection and minimize field handling of materials. C. Structural steel fabricator must coordinate details, provide connections and punch holes for other trades as shown on structural, architectural, mechanical and electrical drawings. D Shop splicing of material will not be permitted. E. All surfaces of steel to be painted shall be cleaned and primed according to Steel Structures Painting Council Specifications SSPC- SP -3 -63, and given one shop coat applied at a rate to produce a minimum dry film thickness of 1.0 mil. J•\Production Masters\Docs\Project Specs\Div 5\Sec 05120 05/20/09 2 F In cases where material shown or specified is not readily available, proposed substitutions must be submitted for review by AutoZone. All proposed substitutions shall be clearly noted as such on final shot drawings. All substituted material must be of equivalent section to that specified and any additional cost due to increased weight shall be borne by Contractor Substitutions shall not interfere with architectural, mechanical or electrical requirements. G. Steel shall be delivered as required in accordance with approved schedule. 3.03 ERECTION A. The steel structure may be a non self supporting steel frame, dependent upon diaphragm action of meta roof deck and attachment to masonry walls for stability and for resistance to wind and seismic forces. Provide all temporary supports required for stability and for resistance to wind and seismic forces until these elements are complete and are capable of providing this support. B. Furnish to other contractors all required anchor bolts, embedded plates and other incidental items of structural steel required to be built into concrete or masonry Furnish templates and location plans for installing these items. C. Thoroughly examine and check the placement of anchor bolts and any supports on which the structural steel work is any way dependent and notify Contractor and AutoZone in writing of any defects which wou affect the satisfactory completion of this work. The starting of structural steel erection shall imply acceptance of the underlying surfaces. D Set and shim all base plates to the elevations shown on drawings. E. All work shall be carefully and accurately assembled to carry out the design as shown. Erect the steel in order of sequence and schedule as previously arranged with Contractor F Use care in handling and erection to insure that steel shall not be twisted, bent or otherwise damaged an should any difficulty be encountered, it shall immediately be reported to AutoZone's Project Manager Kit cutting of structural shapes will be done in field without written consent of AutoZone. G. Furnish all erection equipment, power planking, bracing, guys, bolts, shims, etc. necessary in executing this part of the work. H. Welders shall be certified by an independent testing and inspection service. Tests for uncertified welder: shall be at the expense of this contractor I. Misfits, due to shop or drafting errors, will be corrected or replaced in field at fabricator's expense. J. All steel shall be erected square, plumb and true to lines and levels. Any measures required to correct oL of plumb steel columns, etc. will be at this contractor's expense. K. Field touch -up painting shall be done with the same type of paint as the shop coat. Touch -up shall incluc erection damage, cleaning and painting of field connections or welds, and areas adjacent to welds not primed. L. Coat all steel surfaces exposed to earth, with two heavy coats of asphaltic paint. Coating shall be applies to within one inch of exposed surface above grade. End of Section J•\Production Masters\Docs\Project Specs\Div -5\Sec -05120 05/20/09 3 This Page Left Blank J•\Production Masters \Docs\Project Specs \Div -5\Sec -05120 05/20/09 4 DIVISION 5 SECTION 05210 STEEL JOISTS DECK (AutoZone Furnished Contractor Installed) PART 1 GENERAL 1.01 SCOPE OF WORK A. Include all labor materials and appliances, and perform all operations in connection with the installation the steel joists, metal deck and all related work, in strict accordance with the drawings and as specified herein. Work includes: 1 Open web steel joists, with extended ends, and bearing plates. 2. Joist girders and continuity angles for joist girders. 3. Bridging and connection angles for bridging at sidewalls. 4 Side wall anchors. 5. Steel roof deck and accessories. 6. The framing of openings up to 10 inches by 10 inches. 7 Welding, fastening and accessories for attachment of deck. B. Steel roof deck and #12 Tek screw fasteners (if indicated on the drawings) along with #10 side lap fasteners will be furnished by AutoZone under provisions of Section 01010. At time of receipt of material Contractor shall verify quantity of fasteners delivered, compare to requirements of shop drawings, notify AutoZone Project Manager of any shortages. If no notice given then additional fasteners required will be at Contractor expense. If the Drawings do not specifically allow #12 Tek screws as a fastening option, or if Contractor desires to use an alternative indicated fastener then Contractor shall furnish all required fasteners. C. The following items will be furnished by AutoZone under provisions of Section 01010. 1 Short Span Joists 2. Long Span Joists 3. Joists Substitutes 4 Joist Girders 5. Joist Bridging (horizontal welded, horizontal bolted, welded -X, and bolted -X) 6. Bridging Anchors 7 Bottom Chord Braces (BCB's girders to joists only) 8. Bolts connecting CMC steel to CMC steel (e.g. joists to girders and bolted bridging) 9. Metal Deck 10. Attachment Screws and Side Lap Screws for the Deck 1.02 REFERENCES A. American Society for Testing and Materials (ASTM) 1 ASTM A -36 Specifications for Structural Steel 2. ASTM A -242 Specifications for High Strength Low Alloy Structural Steel. 3. ASTM A -572 Specifications for Low -Alloy Columbium- Vanadium Structural Steel. B. American Welding Society (AWS) 1 AWS (D1 1) Structural Welding Code Steel. C. Steel Joist Institute (SJI) 1 SJI Standard Specifications for Open Web Steel Joists, K- Series and LH- Series. 2. SJI Standard Specifications for Joist Girders D Steel Structures Painting Council (SSPC) E. American Iron and Steel Institute (AISI) 1 Specifications for the Design of Cold- Formed Steel Structural Members. F American Society for Testing and Materials (ASTM) 1 ASTM A -366 Specifications for Steel, Carbon, Cold Rolled Sheet, Commercial Quality G. American Welding Society (AWS) 1 AWS (D1 1 and D1.3) Structural Welding Code Steel and Sheet Steel. H. Steel Deck institute (SDI) 1 Design Manual for Composite Decks, Form Decks, Roof Decks. I. Steel Structures Painting Council (SSPC) 1.03 QUALITY ASSURANCE J•\Production Masters\Docs\Project Specs\Div -5\Sec -05210 05/20/09 1 A. Qualify welding operators in accordance with AWS Standard Qualification Procedures. Provide certification that welders employed in work have satisfactorily passed AWS qualification test within previous 12 months. If recertification of welders is required it shall be provided without additional cost to AutoZone. 1.04 SHOP DRAWINGS A. AutoZone's steel joist and deck supplier shall furnish to Contractor shop and erection drawings for the steel joists, joist girders and bridging and fastener schedule for the steel roof deck. 1.05 DELIVERY, STORAGE AND HANDLING A. Contractor shall pay particular attention to the storage and handling of the galvanized metal deck in order to avoid damage- causing rust. Metal decking must be stored off the ground with one end elevated to provide drainage and shall be protected from the weather with a water proof covering that is ventilated to avoid condensation. PART2 PRODUCTS 2.01 MATERIALS A. Open web joists members. 1 SJI type K. 2. SJI type LH Long span. 3. SJI Joist Girders B. Bridging: ASTM A -36, A -242 or A -570. C Paint: SSPC primer and finished coats to be applied in a dip tank; color to be AutoZone Orange. SSPC 20, touch -up primer for galvanized surfaces. D Steel roof deck: ASTM A -446, Grade C 33,000 psi, 1.5 inch Type B wide rib, galvanized, with gauge as called for on the drawings. E. Fasteners: The following fasteners will come with the deck if indicated on the drawings. 1 Screw fasteners will be self drilling, self- tapping, No.12 HWH Teks by Buildex or equivalent. 2. Side lap fasteners will be self drilling screws, No.10 -16/1 by Buildex or equivalent. 2.02 ACCESSORIES A. Furnish anchors and fasteners required for installation and attachment of joists, joist girders and bridging. B. Welding materials: AWS 01 1 2.03 FABRICATION A. Steel joists and joist girders shall be fabricated in accordance with SJI Standard Specifications including headers and other supplementary framing. Top and bottom chord extensions will be provided where indicated on drawings. B. Joists, joist girders and accessories will be prepared and shop painted with both primer and finished coat. Touch -up paint will be furnished and this contractor will be responsible for restoring material damaged during the erection process. C Fabrication of joist and joist girders is subject to inspection and testing at the Owner's discretion. D Steel roof deck shall be galvanized sheet steel, gauge as shown on the drawings, 1 1/2 inches high, fluted profile to SDI wide rib multiple span, and lapped. E. Fabricate metal decking in accordance with the SDI Design Manual for Composite Decks, Form Decks, Roof Decks and AISI to accommodate maximum working stress of 20,000 psi and maximum span deflection of span 240. F Fabricate roof sump pans, if required, of 14 gauge sheet steel, flat bottom sloped sides, recessed 1 1/2 inches below roof deck surface, bearing flange 3 inches wide, watertight. PART 3 EXECUTION 3.01 JOIST ERECTION A. Erect steel joists, joist girders and bridging in accordance with approved shop drawings and SJI Standard Specifications. B. Joists and joist girders shall bear on supports in accordance with approved shop drawings and SJI Standard Specifications. During erection, provide temporary bracing as required by joist manufacturer for induced Toads and stresses on joists and joist girders. J•\Production Masters\Docs\Project Specs\Div -5\Sec -05210 05/20/09 2 C. Limit sweep (horizontal displacement from a straight -line end to end) of joist to span length 180 or a maximum of 2 inches. D Coordinate placement of anchorage in concrete and masonry construction for making connections to joists and joist girders and for securing bearing plates. E. Connect or field weld joist seat to placed bearing plates after alignment and positioning for installation of bridging. Do not permit erection of decking until joists are braced and bridged. All joists shall be welded to bearing plates or supporting joist girders or steel beams in addition to temporary bolting required for stability during erection. F Do not field cut or alter joists or joist girders. G. Remove all dirt, oil, foreign materials from joists and joist girders prior to deck installation. H. Touch up all areas damaged during erection with matching paint. 3.02 METAL DECK INSTALLATION A. Erect metal decking and connect to structure in accordance with SDI requirements. Coordinate attachment sequence and procedures with placing of units as shown on shop drawings. B. On steel support members provide 1 1/2 inch minimum bearing. C. Align decking on structural supports. D Lap properly nested decking sheets at supports only E. Provide temporary shoring, as required, during application of dead loads to maintain decking level to avoi damage. Do not leave placed sheets unattached at the end of the day F Do not install any dull, oxidized or rusted metal decking. Contact the AutoZone's Project Manager for instructions. G. Provide welding, fasteners and side lap connectors of size, spacing and location as indicated on design and shop drawings. H. Do not alter or cut deck without AutoZone's approval. Trimming at edges and cutting of openings for rool top units will be permitted I. Provide and install steel angle frame around all ancillary openings such as roof drains, exhaust fans, etc. J. Position roof sump pans, if required, with flange bearing on top surface of deck. Weld at each deck flute. K. Touch up all areas damaged during erection with matching paint. End of Section J•\Production Masters\Docs\Project Specs\Div -5\Sec -05210 05/20/09 3 r This Page Left Blank J•\Production Masters\Docs\Project Specs\Div -5\Sec -05210 05/20/09 4 DIVISION 5 SECTION 05400 COLD FORMED FRAMING PART1 GENERAL 1.01 SCOPE OF WORK A. Include all labor materials and appliances, and perform all operations in connection with the installation c the cold formed metal framing and all related work, in strict accordance with the drawings and as specifie herein. B. For masonry bearing wall prototype stores the work includes 1 Cold- formed steel stud exterior framing, 6" 16 gauge, 0.0568 inch thick, at entrance canopy 2. Cold- formed steel stud interior framing, 3 5/8' 16 gauge, 0.0568 inch thick, at toilet room walls. 3. Cold- formed steel ceiling joist framing, 6' 16 gauge, 0 0568 inch thick, at toilet room ceiling. C For all other projects, including the 38w prototype, consult drawings for sizes and gauge of all elements. D All cold- formed steel shall be galvanized with a class G -90 coating. 1.02 REFERENCES A. American Iron and Steel Institute (AISI) 1 Specifications for the Design of Cold- Formed Steel Structural Members. B. American Society for Testing and Materials (ASTM) 1 ASTM A -446 Specifications for Steel, Sheet, Zinc Coated (Galvanized) by the Hot -Dip Process, Structural Quality 2. ASTM A -525 Specifications for General Requirements for Sheet Steel, Zinc Coated (Galvanized) by the Hot -Dip Process. C. ASTM C -954 Specifications for Steel Drill Screws D ASTM C -955 Specifications for Load Bearing (Transverse and Axial) Steel Studs, Runner (Track), and Bracing or Bridging for Screw Application of Gypsum Board and Metal Plaster Bases. E. American Welding Society (AWS) 1 AWS (D1.3) Structural Welding Code Sheet Steel. F Steel Structures Painting Council (SSPC) 1 SSPC Paint 20 Type 1 Zinc Rich Primers Inorganic. 1.03 QUALITY ASSURANCE A. Qualify welding operators in accordance with AWS Standard Qualification Procedures. Provide certification that welders employed in work have satisfactorily passed AWS qualification test within previous 12 months. If recertification of welders is required it shall be provided without additional cost to AutoZone. 1.04 DELIVERY, STORAGE AND HANDLING A. Metal framing must be stored off the ground with one end elevated to provide drainage and shall be protected from the weather with a waterproof covering that is ventilated to avoid condensation. B. Protect metal framing from corrosion, deformation and other damage during delivery storage and handling. PART 2 PRODUCTS 2.01 MATERIALS A. Load bearing studs and ceiling joists: ASTM A -446, Grade D minimum yield 50,000 psi and ASTM C -95€ galvanized sheet steel, channel shaped, punched for utility access, sizes and spacing as indicated on drawings. B. Floor tracks and top and bottom caps: ASTM A -446, Grade D minimum yield 50,000 psi and ASTM C- 955; galvanized sheet steel, channel shaped, solid web, tight fit, depth and gauge to match studs and joists. C Fasteners: 1 Framing to framing and framing to attachment angles: ASTM C -954 5/8 inch, Type S -12 low profile head, corrosion resistant, self drilling, self- tapping, steel screws. 2. Floor track anchor Low velocity powder actuated Dome Head Nail with 1 -inch embedment. 3. Furring to concrete or masonry walls: Hex head sleeve anchors, minimum 1/4 inch diameter and minimum 1 1/8 inch embedment. J•Wroduction Masters\Docs\Project Specs\Div -5 05/20/09 1 D Paint: SSPC 20, touch -up primer for galvanized surfaces. PART 3 EXECUTION 3.01 EXAMINATION A. Examine existing conditions and adjacent areas where products will be installed and verify that conditions conform to product manufacturer's requirements. Verify that building framing components are ready to receive work. Verify that rough -in utilities are in -place and located where required. Do not proceed until unsatisfactory conditions have been corrected. Beginning of erection indicates acceptance of existing conditions. 3.02 INSTALLATION WALL FRAMING A. Install studs and fasteners in accordance with manufacturers published instructions. B. Metal stud spacing shall be 16 inches on center maximum C. Align stud web openings horizontally D Construct corners using minimum three studs. E. Place studs as indicated on drawings. Erect studs one piece, full length. Splicing of studs will not be permitted. F Install headers at partition openings using Toad- bearing cee- joists. G. Install intermediate studs above and below openings to match wall stud spacing. H Install double studs adjacent to both sides of door openings. Wall stud bridging shall be installed in such a manner to prevent stud rotation. J Install framing between studs for attachment of mechanical and electrical items. Install wood blocking for support of plumbing fixtures, toilet partitions, toilet accessories and hardware. Attach wood blocking between studs with screws. K. Fasten framing in accordance with manufacturer's published instructions and schedule below unless otherwise indicated on drawings. Floor Track to Concrete One anchor 24 inches o.c. Wall Stud to Floor Track One screw each side at each flange Stud Web to Stud Web Two screws Plates and Straps to Studs Two screws per stud Runner to Header or Top Track One screw every 16 inches, max 6 inches from end Welded Connections As indicated on drawings L. Touch -up field welds and damaged galvanized surfaces with primer 3.03 INSTALLATION JOISTS A. Install joists and fasteners in accordance with manufacturers published instructions. B. Install joists in direction of shortest span, parallel and level, with lateral bracing and bridging. Joists shall be one piece, full length. Splicing of joists will not be permitted. C Joists shall align over wall studs wherever possible, but in no case will spacing exceed 16 inches on center If joists do not align over vertical studs, install horizontal load distribution member utilizing cee joists. D Install perimeter joist runner track sized to match joists. Attach runner track to header or top track of wall framing per above schedule. E. Attach joist ends to joist runner track with minimum of one screw each side at each flange. 3.04 INSTALLATION CANOPY FRAMING A. Install continuous steel angle by welding to joists and/or beams where indicated on the drawings. Welds shall be a minimum of 3/8' by 2' in length and on 12 "centers. B. Install 6" 16 ga. studs vertically 16" on center horizontally by welding to the continuous angles top and bottom. Welds shall be placed on both sides of the stud full height of the angle. C. Install diagonal bracing where shown on the drawings. 3.05 COORDINATION A. Coordinate erection of all cold formed metal framing with other trades to avoid conflicts in the overall construction schedule and interference with their work. End of Section J•\Production Masters\Docs\Project Specs\Div -5 05/20/09 2 DIVISION 5 SECTION 05500 METAL FABRICATION PART 1 GENERAL 1.01 SCOPE OF WORK A. Include all labor materials and appliances, and perform all operations in connection with the installation c the metal fabrications and all related work, in strict accordance with the drawings and as specified herein Work includes: 1 Shop fabricated ferrous metal items, prime painted. 2. See Schedule of Items at the end of this Section. a. Provide as scheduled and as indicated on drawings. b. Include anchorage and attachments necessary for installation. c. Schedule lists basic items and systems, include related items necessary to complete work. 1.02 REFERENCES A. American Iron and Steel Institute (AISI) 1 Specifications for the Design of Cold- Formed Steel Structural Members. B. American Society for Testing and Materials (ASTM) 1 ASTM A -36 Specifications for Structural Steel 2. ASTM A -53 Specifications for Pipe, Steel, Black and Hot Dipped, Zinc Coated Welded and Seamless 3. ASTM A -307 Specifications for Structural Bolts and Studs 60,000 psi. Tensile 4 ASTM A -325 Specifications for Structural Bolts, Heat Treated, 120/105 psi Minimum Tensile. 5. ASTM A -446 Specifications for Steel, Sheet, Zinc Coated (Galvanized) by the Hot -Dip Process, Structural Quality 6. ASTM A -500 Specifications for Cold- Formed Welded and Seamless Carbon Steel Tubing. C American Welding Society (AWS) 1 AWS (D1 1 and D1.3) Structural Welding Code Steel and Sheet Steel. D Steel Structures Painting Council (SSPC) 1 SSPC Paint 20 Type II Zinc Rich Primers Organic. 2. SSPC Paint 25 Red Iron Oxide, Zinc Oxide, Raw Linseed Oil and Alkyd Primer 1.03 QUALITY ASSURANCE A. Qualify welding operators in accordance with AWS Standard Qualification Procedures. Provide certification that welders employed in work have satisfactorily passed AWS qualification test within previous 12 months. If recertification of welders is required it shall be provided without additional cost to AutoZone. PART 2 PRODUCTS 2.01 MATERIALS A. Steel plates and shapes: ASTM A -36 B. Steel pipe: ASTM A -53. C. Bolts, nuts and washers: ASTM A -307 and A -325. D Galvanized steel shapes (if required): ASTM A -446, Structural Quality and Class G -90. E. Steel tube: ASTM A -500 Grade B. F Welding materials: AWS 01 1 and AWS D1.3, type required for material being welded. G Primers: 1 Shop application and field touch -up. SSPC 25 2. Galvanized surfaces, field touch -up: SSPC 20 3. Color Match color of joists or purlins. H. Concrete inserts: Cast steel or malleable bolts, washers, and shims, galvanized. 2.02 FABRICATION A. Verify dimensions on site prior to shop fabrication. B. Fabricate items with joints tightly fitted and secure. C. Fit and shop assemble in largest practical sections for delivery to site. D Grind exposed welds flush and smooth with adjacent surface. Ease exposed edges to small uniform radius. Make exposed joints butt tight, flush and hairline. J•\Production Masters\Docs\Project Specs\Div -5 05/20/09 1 E. Locate exposed mechanical fastenings unobtrusively consistent with design of structure, flush countersink screws or bolts, except where specifically noted otherwise. F Supply components required for anchorage of metal fabrications. Fabricate anchorage and related components of same material and finish as metal fabrication, except where noted otherwise. G. Finishing: 1 Clean surface of rust, scale, grease and foreign matter prior to finishing. 2. Do not prime surfaces in direct contact bond with concrete or where field welding is required. 3. Prime paint items scheduled with one coat; touch -up with same primer PART 3 EXECUTION 3.01 GENERAL A. Clean and strip site primed steel to bare metal where site welding is required. B. Make provisions for erection Toads with temporary bracing, keep work aligned. C. Install items plumb and level, accurately fitted, free from distortion or defects. D Use grout specified in Section 04200 for setting metal fabrications. E. Field weld in accordance with AWS D1 1 or D1.3 as applicable. After installation, grind sight exposed field welds smooth, touch -up welds, and scratched or damaged surfaces with primer 3.02 SCHEDULE OF ITEMS A. Prototypical Items: 1 Lintels, 2. Steel pipe guards 3. Dumpster gate posts and dumpster gate support (cladding not included) 4 Roof hatch ladder 5. Steel pipe bollards 6. Bearing plates 7 HVAC and roof hatch frames 8. Structural tube columns, base and cap plates 9. Perimeter angles for roof deck attachment and support 10. X Strapping for steel framed buildings 11 All other angles required by the structural drawings and not specifically furnished under Section05210 of these specifications B. Non Prototypical Items: 1 Loading dock angles and channels 2. Steel handrails, brackets and supports 3. Miscellaneous framing and support members End of Section J•\Production Masters\Docs\Project Specs\Div 5 05/20/09 2 DIVISION 6 SECTION 06100 CARPENTRY PART1 GENERAL 1.01 WORK INCLUDED A. Work may include any or all of the following, check drawings to determine scope of work required: 1 Wood framing 2. Blocking, backing, nailers, sleepers and wood grounds required for securing other work 3. Wood furring 4 Sheathing 5. Rough hardware and connectors 6. Installation of special connectors, seats, plates, anchors and hangars furnished by other trades 1.02 QUALITY ASSURANCE A. Wood Product Quality Standards: 1 Lumber standards: Comply with the latest edition of Product Standards PS 20 -05, American Softwood Lumber Standards and West Coast Lumber Inspection Bureau (WCLIB). 2. Plywood standard: Comply with the latest edition of Product Standard PS 1 Construction and Industrial Plywood. 3. Pressure treated material: American Wood Preservers Bureau Standards (AWPB) 4 Factory mark each piece of lumber and plywood with type, grade, mill and grading agency and for treated material, retention values of treatment and end use for which product is suitable. 5. Conform to current edition of International Building Code (IBC), Chapter 23 along with California Code of Regulations, Title 24 or any other specific code or ordinance that may be applicable to the specific project. B. Do not use power driven fasteners unless approved by the Structural Engineer 1.03 PRODUCT HANDLING A. Keep materials under cover and dry Protect against exposure to weather and contact with damp or wet surfaces. Stack lumber as well as plywood or other panels; provide for air circulation within and around stacks and under temporary coverings including polyethylene and similar materials. 1.04 PROJECT CONDITIONS A. Fit carpentry work to other work; scribe and cope as required for accurate fit. Correlate location of furring, nailers, blocking, grounds and similar supports to allow attachment of other work. Cooperate with other trades to prevent the duplication of rough hardware furnished. PART 2 PRODUCTS 2.01 LUMBER AND MATERIALS A. Framing Lumber 1 Specified lumber dimensions are nominal, provide actual sizes as required by PS 20. 2. Surfacing Dressed lumber surface four sides (S4S), seasoned with 19 percent maximum moisture content at time of dressing and shipment for sizes 2 inches or less in nominal thickness. 3. Species Stress grade and wood species as noted on Structural Drawings. B. Nailer at Roof No. 2 or better C. Blocking: Utility grade or better D Fasteners: Provide size, type, material and finish as indicated and as recommended by applicable standards, complying with applicable Federal Specifications for nails, staples, screws, bolts, nuts, washers, and anchoring devices. Provide metal hangers and framing anchors of the size and type recommended by the manufacturer for each use including recommended nails. Where rough carpentry is exposed to weather in ground contact, or in areas of high relative humidity provide fasteners and anchorages with a hot -dip zinc coating. E. Roof Hatch Access Platform 3 ,4-inch C -D interior APA plywood with exterior glue F Structural Sheathing: Structural 1 C -B exterior APA plywood, or oriented strand board (OSB), thickness as indicated on drawings. J•\Production Masters\Docs\Project Specs\Div -6 05/20/09 1 G. Plywood Backing Panels: For mounting telephone equipment and on walls behind fixtures, fire retardant plywood C -D plugged interior with exterior glue not Tess than 15/32 -inch thick. H. Wall plywood used to back E.I.F.S. canopy exterior on cold rolled framing, or to support wall signage on metal buildings, and for the back side of canopy parapet wall, C -D exterior APA plywood, minimum of 15/32 inch thick or as indicated on the drawings. 2.02 PRESERVATIVE TREATMENT (PT) A. Preservative treatment for lumber shall conform to AWPA Standards U1 and T1 1 Use water -borne salt preservatives for painted, stained or exposed natural wood products in both above ground and ground contact applications. 2. Do not use creosote. 3. Whenever necessary to cut, notch, or drill treated lumber paint new surfaces thoroughly with two saturating coats of the preservative material used in the treatment of the lumber 4 Do not treat Douglas Fir Coast Region with ACC or CCA. 5. Redry items after treatment to maximum moisture content of 19 percent, and stamp 'dry" B. Use preservative treatment lumber (PT) as follows: 1 Lumber in contact with concrete or masonry 2. Lumber in contact with roofing, flashing, or waterproofing. 3. Fence posts. 4 Fence boards and lumber within 18 inches of finished grade. 5. All lumber exposed to the elements. 2.03 FIRE RETARDING TREATMENT A. Fire retardant treatment for plywood shall conform to AWPA Standards C27 and as follows: 1 Flame spread rating of less than 25 in accordance with ASTM E -84 NFPA 255, or UL 723. 2. Redry items after treatment to maximum moisture content of 15 percent. B. Use fire retardant treated plywood (FT) as follows: 1 All locations 2.04 PRE ENGINEERED WOOD TRUSSES A. Pre engineered wood trusses shall be designed and produced by an authorized "Gang -Nail' truss manufacturer or approved equal. Engineering drawings and design calculations shall bear the seal of a professional engineer registered in the state in which the project is located and shall be submitted to the original building design engineer for review prior to fabrication. The truss fabricator shall supply all hardware and fasteners required for joining timber members. PART 3 EXECUTION 3.01 GENERAL A. Accurately locate members to line and dimension. Ensure full contact of timbers framed together Ensure let -in members in full contact on two surfaces. B. Securely attach work to substrate by anchoring and fastening as shown and as required by recognized standards. C. Provide all supports, guys and braces required to stabilize structure during construction. D Refer to details and tables on drawings for specific nailing requirements. In the absence of specific instructions, use 16d nails for two inch thick material and 8d for one inch thick material. Drill nail holes 75 percent of nail diameter where splitting occurs, and for 20d and larger nails. Replace split or otherwise damaged structural members. Machine applied nailing shall be allowed provided satisfactory installation is demonstrated on the job and the acceptance of the structural engineer obtained prior to the use of machine applied nails. E. Discard units of material with defects which might impair quality of work, and units which are too small to use in fabricating work with minimum joints or optimum joint arrangement F Provide and install all bolts extending through two or more wood members. Drill bolt holes 1/32 inch larger than bolt diameter, with members held in place true to line. Ensure full engagement of nut, but projection of bolt beyond shall not exceed one bolt diameter Tighten bolts when installed and again immediately before concealing with further construction, or upon completion of work. Provide malleable iron or steel plate washers under the head and nuts of bolts where bearing on wood. J•\Production Masters\Docs\Project Specs\Div -6 05/20/09 2 G Screws shall be of sizes and types as indicated on drawings. They shall be zinc plated and be of sufficient strength to cause failure in the wood rather than the screw itself H. Do not cut, notch or bore framing members for passage of pipes or conduits except as detailed on drawings. Reinforce all framing members damaged by cutting. 3.02 SILLS AND PLATES A. Wood plates, sills and sleepers which rest on concrete slabs or masonry foundations shall be made of No.2 pressure treated wood. For all structural walls, anchor sill plates to slabs or foundations per the requirements and details contained within the drawings. For all non structural walls, space anchors 4 foot on center maximum and not less than 1 foot away from the end of the wall. All walls 2 foot and longer shall have at least 2 anchors. 3.03 STUD WALLS AND PARTITIONS A. Provide studs in continuous lengths without splices. B. Provide single bottom plate and double top plate, stagger joints 4 feet in top plates. C Frame corners and intersections with three studs or as detailed on drawings. D Frame openings in non structural walls with double studs each side and double headers placed on edge resting on cripple studs. Truss or block over headers. For openings in structural walls see drawings for specific requirements and framing details. E. Provide continuous horizontal blocking row at mid height of single story partitions over 8 feet high and at midpoint of multi -story partitions, using 2 inch thick members of the same width as the wall or partition. F Cut -in blocks wherever necessary for bracing or backing for applied finish or fixtures. Cut -in 2 inch solid blocking between studs at all horizontal joints in non structural plywood wall sheathing. G. Provide continuous perimeter backing at ceiling plane for longitudinal forces of wall secured suspended ceiling or lighting systems. 3.04 WOOD TRUSSES A. Trusses shall be engineered for all live, dead, and uplift loads listed in the drawings along with any other specific requirements so noted. B. All trusses must bear directly above a wall stud or studs. C All trusses must be securely braced during erection and permanently as required by the truss manufacturer 3.05 ROOF AND CEILING FRAMING A. Lay joists and rafters with crowning edge up and with full end bearing. B. Frame for openings, hatches, vents, etc. as required. C Install 2x3 cross bridging at 10 feet maximum at joists over 8 inches in depth, and 2x3 cross bridging or 2 inch solid blocking between roof rafters and ceiling joists. Approved metal cross bridging nailed using all nail holes may be used in lieu of the woos bridging. Do not nail bottom of cross bridging at roof rafters until after the installation of roof sheathing. D Install plywood roof sheathing or wood decking over roof rafters as indicated on drawings. Thickness and nailing requirements shall be as indicated on structural drawings. E. Provide special framing where shown for eaves, overhangs, dormers, towers and similar conditions, if any are indicated on drawings. End of Section J•\Production Masters\Docs\Project Specs\Div -6 05/20/09 3 JAProduction Masters\Docs\Project Specs\Div -6 05/20/09 4 This Page Left Blank DIVISION 6 SECTION 06200 PLASTIC SLEEVES PART1 GENERAL 1.01 GENERAL INFORMATION A. Contractor shall be furnish and install plastic sleeves for all pipe guards. B. Vendor contact for this product will be: Chris Parenti Ideal Shield LLC 2555 Clark Street P O.Box 09210 Detroit, MI 48209 -1355 Tel. 313 -842 7290 Fax 313 -842 -7860 C. Sleeves shall be warranted against fading or color change for a period of five years from the date of substantial completion. Sleeves not meeting this requirement shall be replaced at no cost to AutoZone. D The minimum lead time on delivery of plastic sleeves will be two weeks and Contractor shall place order in a timely fashion to ensure construction schedule is not adversely impacted. PART2 PRODUCTS 2.01 PLASTIC SLEEVES A. Sleeves shall have a dome top and be made from Lo- Density Thermoplastic Polyethylene with ultra violet and anti static additives. Nominal wall thickness will be 0.250 inch. Color for all sleeves will be red. B. Each sleeve shall be shop cut to length prior to being shipped to the job site. Contractor shall be responsible for giving accurate dimensions to Ideal Shield at the time of order placement. Sleeve height will be from top of surrounding pavement to the top of the exposed pipe. C Sleeves shall be sized to fit over a standard 6 inch diameter steel pipe. PART 3 EXECUTION 3.01 INSTALLATION A. Ensure the steel pipe cores are set true, correctly aligned and well anchored in below grade concrete encasement. B. Fill cores with concrete and strike level across the top of the pipe. C Install foam tape at the top and bottom of each pipe in accordance with sleeve manufacturer's printed instructions. D Install sleeve over pipe following manufacturer's printed instructions E. If sleeve is still loose on the pipe core install two self tapping screws through the sleeve into the pipe 1 inch above the surface of the surrounding pavement. End of Section J•\Production Masters\Docs\Project Specs\Div -6 05/20/09 1 This Page Lett Blank J•\Production Masters\Docs\Project Specs\Div -6 05/20/09 2 DIVISION 7 SECTION 07100 BELOW GRADE WATERPROOFING PART1 GENERAL 1.01 GENERAL REQUIREMENTS A. Install waterproofing materials when finished grade will be above finished floor or when adjacent grades or drainage may place water or run -off against the exterior wall, which could affect the overall integrity of the store's environment. B. Apply waterproofing materials when substrates are dry and air temperatures are above 40 degrees F for applications below 40 degrees F consult material manufacturer C. Do not apply waterproofing materials to wet or damp surfaces or surfaces treated with curing and parting compounds unless they have been completely removed chemically or mechanically D Waterproofing materials are not intended as an exposed or wearing surface and will require the installation of a protector board prior to backfilling. E. Prior to commencement of waterproofing insure all surface water is diverted away from wall and foundation surfaces. PART 2 PRODUCTS 2.01 MATERIALS A. Waterproofing shall be HLM 5000T as manufactured by Sonneborn, which is a cold trowel applied, membrane system consisting of a single component, moisture curing, bitumen modified polyurethane. B. Protector Board shall be 1/2 inch thick, closed cell foam insulation board. C Parge coat for concrete block walls shall be Sonoblock as manufactured by Sonneborn. D Sealant for joints over 1/8 inch in width shall be Sonolastic as manufactured by Sonneborn. PART 3 EXECUTION 3.01 INSTALLATION A. Concrete walls to be waterproofed must be properly water cured at least 14 days, all curing compounds must be removed prior to application of waterproofing. B. Concrete block walls to be waterproofed shall first receive a cementitious parge coat of Sonobiock, applied at the rate of 400 square feet per bag. Parge coat should dry at least 7 days before applying waterproofing. C. Before applying final membrane, all joints, cracks and openings around protrusions must be sealed by caulking or pre- striping with a preliminary coating of the waterproofing and allowed to dry overnight. D Seal all joints over 1/8 inch in width a Sonolastic sealant and prevent waterproofing membrane from adhering to the joint sealant. E. Trowel apply waterproofing membrane in accordance manufacturer's printed instructions and to achieve minimum 55 wet mil thickness F After membrane has cured, install protector board over membrane prior to backfilling against wall. End of Section J•\Production Masters\Docs\Project Specs\Div -7 05/20/09 1 This Page Left Blank J•\Production Masters\Docs\Project Specs\Div -7 05/20/09 2 DIVISION 7 SECTION 07200 BUILDING INSULATION 07200 BUILDING INSULATION PART 1 GENERAL 1.01 GENERAL REQUIREMENTS A. Contractor to furnish all wall insulation from one manufacturer B. Protect insulation from contact with moisture. PART 2 PRODUCTS 2.02 MATERIALS A. Fiberglass batts, kraft paper faced, 3 -1/2" inches thick with an R -Value of 13.0 and 6 -1/4 inches thick with an R -Value of 19.0. B. Acceptable manufacturers. 1 Johns Manville 2. Owens Corning 3. CertainTeed PART 3 EXECUTION 3.02 INSTALLATION A. Install fiberglass batts where indicated on drawings and in accordance with manufacturer's instructions, paying specific attention to the required location of vapor barrier Install batts between metal studs on exterior walls, including area above the storefront. Insure complete and tight fit from floor to underside of roof deck. B. Position insulation so that it will remain securely in place until the gypsum wallboard is installed, and so that the kraft paper face will be in contact with the backside of the gypsum wallboard, when the wallboard is installed. C. In projects with suspended ceilings install 6 -1/4" fiberglass batts above the ceiling grid with the vapor barrier facing the back side of the ceiling tile. Insure full coverage over the entire area of the ceiling with no gaps or spaces between pieces of insulation. End of Section J•\Production Masters\Docs\Project Specs\Div -7 05/20/09 1 This Page Left Blank J•\Production Masters\Docs\Project Specs\Div -7 05/20/09 2 DIVISION 7 SECTION 07220 ROOF INSULATION 07220 ROOF INSULATION PART 1 GENERAL 1.01 GENERAL REQUIREMENTS A. The completed roof insulation installation shall conform to Factory Mutual 4450 4470, Class 1 fire rating and Factory Mutual 1 -90 wind classification, as well as the requirements of Underwriters Laboratory Construction Number 123. B. Keep insulation completely dry before, during and after installation. Do not apply insulation to wet substrate and do not leave insulation exposed to weather No more insulation should be applied than can be completely covered with the finished roofing membrane on the same day C Roof insulation must be compatible with the chosen roofing membrane manufacturer recommendations. It shall be the roofing contractor's responsibility to verify the insulation installation specified herein will be compatible and acceptable to the membrane manufacturer Notify Owner of any problems encountered. D The insulation shall develop a minimum 'long term thermal resistance' (LTTR) value of 30 and be installed in two layers of equal thickness, and mechanically fastened to the steel deck. Additional layers o tapered insulation used to construct crickets and reverse slopes, shall be installed in such a manner as to be compatible with both the membrane manufacturer's and Factory Mutual's recommendations. LTTR values associated with tapered insulation shall be in addition to the minimum value of 30 which is requirec over the entire roof area. PART 2 PRODUCTS 2.01 MATERIALS A. The thermal roof insulation shall be rigid, closed cell, polyisocyanurate foam faced with a universal, black, fiberglass reinforced mat on both sides. Thickness shall be uniform over the entire roof area and shall produce a minimum long term thermal resistance value (R- Value) of 30 and have a minimum compressive strength of 20 psi. Overall sheet sizes of the insulation shall be 48 inches in width by 96 inches in length. B. Material utilized to create tapered layers required to form crickets and reverse slopes shall be either manufactured of the same material as the base layer or perlite depending on the roof membrane. Tapered layers shall have a minimum slope of 1 4 inch per foot. C. Separator for built -up roofing membrane only shall be 1 /2 inch thick perlite board. D Fasteners shall be galvanized screw type (not black) with metal cap plate as approved by Factory Mutual for the above specified installation. E. Polyisocyanurate insulation board: 1 Atlas Roofing Corporation 2. Firestone 3. GAF Materials 4 Johns Manville PART 3 EXECUTION 3.01 INSTALLATION A. Apply bottom layer boards with long joints parallel to and with full bearing on metal deck flutes, stagger short joints. Long joints shall center on deck flutes and minimum bearing shall be 2 inches. B. Offset the second layer of insulation from the one below by a minimum of 6 inches in both directions, so that no joint in the second layer is directly above a joint in the first layer C. Secure each unit of insulation in both layers with at least one (1) fastener per 3 square feet (minimum of 11 fasteners per 4 foot by 8 foot board and 6 fasteners per 4 foot by 4 foot board) located as specifically recommended by the manufacturer and in accordance with Factory Mutual Requirements for an 1 -90 wind classification. On top of the two uniform layers of insulation mechanically fasten tapered insulation for crickets and reverse flows as indicated on drawings in accordance with Factory Mutual and membrane manufacturer's requirements. D For built -up roof membranes, on top of the mechanically fastened insulation, mop in required uniform thickness as well as tapered perlite boards with asphalt bitumen at a rate of 3 gallons per square. Offset JAProduction Masters\Docs\Project Specs\Div -7 05/20/09 1 top layer joints at least 6 inches from bottom layer Walk in boards to obtain maximum adhesive contact. Seal all penetrations and joints of insulation to prevent asphalt drips. E. Provide 4' cant strips where built -up roofing will abut vertical surfaces such as parapet walls and roof curbs. Secure cants with solid hot asphalt mopping. Do not use cant strips with PVC roofing. F If fire separation is required, install with construction adhesive, either perlite or gypsum boards with long joints parallel to and with full bearing on metal deck flutes, stagger short joints. Long joints shall center on deck flutes and minimum bearing shall be 2 inches. Offset the insulation layer installed so that joints do not align and anchor through the fire separation layer to the deck. 3.02 PROTECTION A. Remove excess materials, trash debris, equipment and parts from the work. B. Remove, repair or replace damaged or stained items caused by roofing work. End of Section J•\Production Masters\Docs\Project Specs\Div -7 05/20/09 2 DIVISION 7 SECTION 07240 EXTERIOR INSULATION AND FINISF PART 1 GENERAL 1.01 SYSTEM DESCRIPTION A. The exterior insulation and finish system (E.I.F.S.) consists of adhesive, insulation board, reinforcing mesh, base coat and finish. B. All materials shall be installed in accordance with system manufacturer's published instructions 1.02 QUALITY ASSURANCE A. The system shall be one that is recognized and approved by the local governing agency The contractor shall furnish manufacturer's test reports if requested by AutoZone. B. The system shall have been tested for fire performance in accordance with ASTM E -119, and ULC -S101 The contractor shall furnish manufacturer's test reports if requested by AutoZone. C The system manufacturer shall have been in business continuously for a minimum of ten years, and the manufacturer's approved installers shall install the system. 1.03 JOB CONDITIONS A. Store all materials protected from weather and direct sunlight at temperatures above 40 degrees F B. The ambient air and wall temperature shall be 40 degrees F minimum and shall remain so for at least 24 hours after installation. Consult system manufacturer for requirements regarding installations where temperatures are less than 40 degrees F 1.04 WARRANTY A. The system manufacturer through its approved installer shall furnish Owner with a written five year replacement repair guarantee against the following occurrences: 1 Delamination 2. Color fading of finish coat 3. System component material failure PART 2 PRODUCTS 2.01 MATERIALS A. Adhesive: 100 percent, copolymer emulsion adhesive that is waterproof and vapor permeable. B. Insulation Board: Aged, expanded polystyrene, 1 pound per cubic foot, 1 inch thick minimum, conforming to ASTM C -578, type IV C Reinforcing Fabric: A woven open weave glass fiber mesh, to be alkaline resistant coated, and have a weight of at least 20 grams per square yard. D Base -Coat: A 20 percent Portland cement and 80 percent acrylic polymer -based premixed grout. E. Finish. Redi -mixed 100 percent acrylic -based wall coating having integral color and aggregate. 1 Color requirements shall be as follows: a. Color for the sign band on the front wall shall be as indicated on the drawings. b. Color for walls and other items shall be as indicated on the drawings. c. Submit samples as and when required by Owner's representative. 2. Aggregate texture shall be Fine Sand. F Water Clean and potable. PART 3 EXECUTION 3.01 INSTALLATION A. Installation shall be performed by manufacturer's approved and trained applicators. B. The finish system shall be applied in accordance with manufacturer published instructions. C. The surface to receive the EIFS shall be structurally sound, clean, dry and uniform D Exterior finish shall be applied to insulation board. E. Ambient temperature shall be 40 degrees F or higher during installation and for at least 24 hours thereafter Avoid application in direct sunlight. F Adhesive to be applied in ribbons using a 3/16" trowel, and running horizontal with the building walls. G Maintain surface flatness with maximum variation of 1/8' within 10 feet. J•\Production Masters\Docs\Project Specs\Div -7 05/20/09 1 H. No exposed or partially exposed fabric will be acceptable. I. Finish shall be applied in a continuous application, always working to a smooth wet edge. Finish shall be uniform, sand -type texture. J Mixing of materials to be done with clean, rust free, high -speed mixer Small amounts of water may be added to the finish, per specification to aid workability K. Where indicated on the drawings install base coat and reinforced finish coats directly on the smooth face concrete block. L. Finished EIFS surfaces shall be painted see Section 09900 of the Specifications for requirements. M. At completion of work clean up all areas and remove all material from surfaces not scheduled to receive finish coat. End of Section J•\Production Masters\Docs\Project Specs\Div -7 05/20/09 2 DIVISION 7 SECTION 07500 ROOFING MEMBRANE 07500 ROOFING MEMBRANE PART1 GENERAL 1.01 GENERAL REQUIREMENTS A. AutoZone's preferred membrane choice is Single Ply PVC, however Contractor shall have the option of choosing either of the two specified roofing membranes: 1 Mechanically Fastened Single Ply PVC Roof Section 07510. 2. Smooth Surface Built -up Roof with Applied Reflective Coating Section 07520. a. Selection of this membrane by Contractor shall require prior written approval of either the AutoZone Regional Construction Manager or the Director of Construction B. The completed roof installation shall conform to Factory Mutual 4450 4470, Class 1 fire rating and Factory Mutual 1 -90 wind classification, as well as the requirements of Underwriters Laboratory Construction Number 123. C For roof insulation requirements, see Section 07220 of Specifications. D Only membrane manufacturers and their approved, authorized representatives shall be allowed to install the roofing membrane as well as the roof insulation. 1.02 GUARANTEE A. At AutoZone's sole discretion, prior to making final payment, AutoZone may request Contractor to furnist an extended written guarantee of products and workmanship provided in the roofing system If so requested, Contractor shall prepare cost estimate for AutoZone's approval to furnish said guarantee. B. Guarantee shall provide extended coverage of no Tess than 5 -year beginning after the initial one -year warranty C Guarantee shall be non prorated, manufacturer's warranty for workmanship and materials comprising entire roofing system including insulation, membrane, base flashing and all related accessories. If membrane manufacturer did not furnish insulation, then this guarantee shall apply to the installation of the insulation only and a separate material guarantee shall be furnished. D Guaranty shall state that all leaks occurring within this period shall be repaired at no additional cost to AutoZone, and shall also state period of coverage, roof membrane provider's and AutoZone's responsibilities, excluded items, and provisions for assignment shall be stated. E. Limit of Liability No Dollar Limit. End of Section J•\Production Masters\Docs\Project Specs\Div -7 05/20/09 1 This Page Left Blank J•\Production Masters\Docs\Project Specs\Div -7 05/20/09 2 DIVISION 7 SECTION 07510 PVC ROOFING (Option 1) PART 1 GENERAL 1.01 ROOFING SYSTEM A. One ply mechanically fastened Poly Vinyl Chloride (PVC) membrane. 1.02 REQUIREMENTS A. Roofing applicator shall be approved by the manufacturer of roofing systems and shall provide letter stating same. B. Store all roll goods on a hard, smooth surface per manufacturer's instructions. C Do not apply roofing when substrate is wet. D All liquids shall be stored at 40 degrees F and above. 1.03 APPROVED MANUFACTURERS SYSTEM A. Duro -Last Roofing, Inc. Duro -Last B. GAF Materials: Everguard C. Johns Manville: JM- PVC -50 D Sarnafil: S327 E. Seaman Corp. Fibertite F Stevens Roofing Systems: Stevens EV PART 2 PRODUCTS 2.01 MATERIALS A. Membrane: Minimum 0.050 -inch thick polyester reinforced PVC, surface color white, ASTM D4434 B. Solvent: As recommended by manufacturer to clean membrane. C. Lap Sealant: As recommended by manufacturer D Caulk: One part polyurethane. E. Adhesive: As recommended by manufacturer used for bonding membrane to vertical surfaces. F Flashing: Minimum 0.050 inch thick PVC membrane or pre- formed pipe boots. D Fasteners, Plates, and Bars: As required by system for proper attachments. H. Walkway Pads: Minimum 0.10 -inch thick PVC 24 inches x 24 inches. PART 3 EXECUTION 3.01 GENERAL A. Apply PVC roofing in strict accordance with manufacturers printed instructions. B. Roofing materials shall be thoroughly dry when applied and shall be closed in at end of each day 3.02 MEMBRANE APPLICATION A. Unroll roofing membrane and place without stretching. Allow 30 minutes minimum before fastening or splicing for membrane to relax. B. Install two (2) half -width sheets with long dimension perpendicular to roof slope. C Adjoining sheets shall be lapped a minimum of 5 inches to allow for a proper field splice. Overlaps shall be shingled with the flow of water D Fasteners, plates and bars shall be installed per manufacturer's recommendations and Factory Mutual requirements. E. Membrane to be fully adhered to parapet walls unless prohibited by membrane manufacturer F At inside corners of parapet walls provide for a minimum of 1 lh inch overlap and solid hot air weld the pig ear flap. G. At junction of parapet wall and roof plane, provide base tie in per membrane manufacturer's requirements 3.03 MEMBRANE SPLICE APPLICATION A. Clean all seam surfaces as required by manufacturer B. All seams shall be heat welded in strict accordance with the membrane manufacturers' requirements and guidelines. C Seams shall be inspected for continuous bonding. J•\Production Masters\Docs\Project Specs\Div -7 05/20/09 1 D Apply sealant in continuous bead along all exposed seam edges. E. Apply caulk to membrane edges at parapets, roof edges, and as required by manufacturer F Membrane flashing shall be fully adhered to roof membrane and to adjacent vertical surfaces. 3.04 WALKWAY PAD APPLICATION A. Provide walkway pads around the perimeter of HVAC rooftop units. Provide 6 -inch space between pads for proper drainage. Pads around the perimeter of the rooftop units are to be within 2 inches of the vertical face of the units. See drawings for walkway layout. B. Heat weld perimeter of pad and apply seam sealant at all welded edges. End of Section J•\Production Masters\Docs\Project Specs\Div -7 05/20/09 2 DIVISION 7 SECTION 07520 BUILT -UP ROOFING (Option 2) PART 1 GENERAL 1.01 ROOFING SYSTEM A. Four (4) ply fiberglass, smooth surface with top glaze coat and reflective coating. B. The reflective coating shall be applied by the Roofing Contractor after the top glaze coat has had an opportunity to cure. 1.02 REQUIREMENTS A. Contractor must secure written approval from either the AutoZone Regional Construction Manager or the Director of Construction before proceeding with this membrane option. B. Roofing applicator shall be approved by the manufacturer of roofing systems and shall provide letter stating same. C Store rolled goods on edge on a hard, smooth surface. D Do not apply roofing when substrate is wet. E. Keep roll goods at 40 degrees F and above. F For roofing applications when ambient temperature is below 45 degrees F follow material manufacturer's specific printed instructions. 1.03 APPROVED MANUFACTURERS SYSTEM A. Firestone Building Products: I -4F -C B. GAF Corporation: I -0 -4 -C C. Johns Manville: 4 GIS D Tamko Corporation: 605 PART 2 PRODUCTS 2.01 MATERIALS A. Bitumen. ASTM D312 Types II and hl asphalt. B. Felts: ASTM D2178 Type VI C Roofing Cement: ASTM D4586, Asphalt based flashing cement, asbestos -free. D Top Glaze Coat: Bitumen asphalt type II E. Reflective Surface Coating: Acu -Flex elastomeric coating as manufactured by Advanced Coating System: Inc. 2295 Towne Lake Parkway STE 116, #288, Woodstock, GA. 30189. Toll Free: 800 -587 3758, Fax: 678 -445 -0399, Phone: 678- 445 -0040. Alternative products will be considered provided they carry an Energy Star solar reflectance rating after 3 years of 0.85 or better Submit appropriate documentation to AutoZone Project Manager with request for approval F Walkway Pads: 24 -inch square asphalt impregnated mineral boards with slate granular surface. D Tapered Edge Strips: Perlite board taper strips ASTM C728. H. Base Flashing: ASTM D5147 Polyester reinforced SBS modified bitumen. PART 3 EXECUTION 3.01 GENERAL A. Apply built -up roofing in strict accordance with manufacturers printed instructions. B. Roofing materials shall be thoroughly dry when applied and shall be closed in at end of each day 3.02 PROTECTION OF OTHER WORK A. Protect metal, glass, plastic and unpainted surfaces within wind -borne range of bitumen application. Protect neighboring work, properties, cars and person from spills and wind -borne bitumen surfacing. 3.03 ROOF MEMBRANE SYSTEM A. Description: Four hot mopped plies plus smooth surfacing over perlite thermal barrier and accepted roof insulation. B. Plies: Four shingled plies, lapped 24 -2/3 inches, using starter sheets. C Type of Felt: Fiberglass. D Interply bitumen: Type II or III asphalt. J•\Production Masters\Docs\Project Specs\Div -7 05/20/09 E. Smooth Surfacing: Glaze coat of bitumen over top felt layer then after proper curing, apply the reflective coating, to a minimum dry film thickness of 20 mils. 3.04 APPLICATION TEMPERATURES OF ASPHALT A. Type II asphalt: 350 to 415 degrees F B. Type III asphalt: 365 to 435 degrees F 3.05 ROOFING PLY APPLICATION A. Apply uniform, solid bitumen mopping at the rate of 23 to 27 pounds per 100 square feet. Apply bitumen the full width of the sheet, and sufficiently hot to obtain complete embedment of ply to ply B. Roll felt into hot bitumen. Extend each ply of roofing felts to the top of the parapet wall. C. Broom in promptly to eliminate voids and obtain total embedment. D Apply layer of roofing cement to top layer of wall felts and cover with 90 pound roll roofing. Lap joints in direction of water flow 3.06 SMOOTH SURFACING A. Squeegee glaze coat of bitumen over last felt uniformly at the rate of 15 pounds per 100 square feet. B. Contractor shall allow the glaze coat to properly cure before applying the reflective coating. Cure time will vary depending on the time of year the roof was installed but in no case shall the cure period be less than 90 days after the glaze coat installation. C Pressure wash the roof surface prior to the application of the reflective coating, roof surface must be clean and dry D Apply roof coating at the rate of 100 square feet per gallon this should produce a dry film thickness of 10 mils. Allow the first coat to cure for 24 to 48 hours depending on humidity and temperature before applying the second coat at the same rate. Finished coating should have an average thickness of 20 mils and utilize 2 gallons per 100 square feet. E. Follow the coating manufacturer's printed instructions for all aspects of the installation including the following restrictions and limitations: 1 Do not apply materials during inclement weather or when precipitation is imminent. 2. Do not apply materials to wet, dirty or frozen surfaces. 3. Do not apply materials when temperatures are below 40 degrees F or above 100 degrees F 4 Do not apply materials when the relative humidity levels are above 88 percent. 3.07 WALKWAY PAD APPLICATION A. Provide walkway pads around the perimeter of HVAC rooftop units. Set walkway pads in hot, Type III asphalt at the rate of 23 TO 27 pounds per 100 square feet. Provide 6 -inch space between pads for proper drainage. Pads around the perimeter of the rooftop units are to be within 2 inches of the vertical face of the units. See drawings for walkway layout. J•\Production Masters\Docs\Project Specs\Div 7 05/20/09 End of Section DIVISION 7 SECTION 07600 SHEET METAL FLASHING PART 1 GENERAL 1.01 WORK INCLUDED A. Roof edging B. Vent and Pipe flashing C Gutters and Downspouts D Scuppers, Overflow Openings and Conductor Heads E. Coping F Related Work: 1 Parapet flashing 1.02 GENERAL REQUIREMENTS A. Coping System Shall consist of metal coping cap with galvanized steel anchor cleats and gutter suppor chairs for capping any straight top parapet wall. The system shall be watertight, maintenance free, and not require exposed fasteners or sealant. Joints shall be butt type with concealed splice plates. B. Performance Characteristics: 1 Coping sections shall expand and contract freely while mechanically locked in place on anchor cleats. 2. Coping sections shall lock to anchor cleats by mechanical pressure from support chairs. 3. All coping cover joints shall be underlayed with gutter support chairs capable of draining water PART 2 PRODUCTS 2.01 MATERIALS A. Metal Flashing: 22 gauge, G90 coating phosphotized, ASTM A525, unless otherwise indicated on drawings. B. Solder 50 -50 Composition for galvanized metals. C. Flux: Raw muriatic acid or a type specifically suited to the conditions used. D Nails, Rivets, and Fasteners: Shall have rust resistive coating compatible to, and designed for the material being anchored. E. Plumbing Vent or Pipe Penetration Flashing: Pipe boot of appropriate size for the vent or pipe penetration and manufactured from either Neoprene for built -up roofs, or the same material as the chosen single ply membrane. F Gutters: Aluminum minimum thickness 0.032 inch material, formed in to a 5 inch wide seamless box gutter Downspouts when utilized with gutter shall be aluminum of the same thickness material, with a minimum size of 6 inches wide by 4 inches deep. G. Scuppers, Overflow Openings and Conductor Heads: Shall be fabricated from 22 gauge galvanized steel. Downspouts when utilized with conductor heads shall be fabricated of the same material, with a minimum size of 6 inches wide by 4 inches deep. H. Wall Coping: 1 For straight top parapet walls, minimum 0.050 inch aluminum, pre- fabricated, with Fluropon -Kynar 500 finish, color to be black unless noted otherwise on the drawings. Coping system to be complete with all necessary cleats, splice plates, corners, end caps, pier caps, etc. 2. For walls with cornice, coping to be fabricated from 22 gauge galvanized steel to dimensions indicated on drawings and be complete with all necessary cleats and splice plates. PART 3 EXECUTION 3.01 GENERAL INSTALLATION REQUIREMENTS A. Install metal flashing as detailed on drawings and in a manner that will ensure watertight conditions. B. Fabricate metal flashing with lines, risers and angles sharp, true and plain surfaces free of waves and buckles and install with no exposed fasteners. 3.02 PLUMBING VENT OR PIPE PENETRATION FLASHING INSTALLATION A. Install prefabricated boots in accordance with manufacturer's instructions and recommendations for the type of roofing system being applied. J•\Production Masters\Docs\Project Specs\Div -7 05/20/09 1 3.03 GUTTER INSTALLATION A. Fabricate and install gutters in a manner to insure positive drainage to downspouts. Make connections between gutter and downspout watertight. Install splash block at base of downspout, or connect to underground drainage system 3.04 SCUPPER, OVERFLOW OPENINGS AND CONDUCTOR HEAD INSTALLATION A. Fabricate items to the dimensions indicated on the drawings. If none are shown then fabricate to the following minimum sizes: scuppers 6 inches wide and 4 inches high; overflow openings shall be the same size as the scupper• conductor heads 10 inches wide by 10 inches high by 8 inches deep. B. Make the connection between conductor head and downspout watertight. Install splash block at the base of each downspout or connect downspout to underground drainage system 3.05 COPING SYSTEM A. Verify the parapet wall and substrates are ready to start coping installation, correct all deficiencies before starting. Install coping system in strict accordance with manufacturer's printed instructions and recommendations using mechanical fasteners where required. Fasteners shall have a minimum pull -out resistance of 240 pounds and be suitable for parapet substrates. B. Where coping cover is field fabricated coping cleats shall be run continuous, straight and true over face of masonry and or cornice and be attached to top of nailer Cleats shall'be fabricated of 20 gauge galvanized steel and joints of cleats shall be staggered in relation to coping cover joints. C In all cases, splice plates shall be fabricated from the same material as the coping cover and be a minimum of 6 inches wide. D Finish color of coping cover shall be as noted on drawings and shall either be achieved by field painting or having the coping factory finished. Painting of coping must have prior approval of AutoZone Construction Project Manager End of Section J•1Production Masters\Docs\Project Specs\Div 7 05/20/09 2 DIVISION 7 SECTION 07700 ROOF ACCESSORIES PART 1 GENERAL 1.01 JOB CONDITIONS A. Verify that other trades with related work are complete before installing roof hatch rail system B. Mounting surfaces shall be straight and secure; substrates shall be of proper width. C Refer to the construction documents, shop drawings, and manufacturer's installation instructions D Observe all appropriate OSHA safety guidelines for this work. 1.02 WARRANTY A. Manufacturer's standard warranty Materials shall be free of defects in material and workmanship for a period of twenty -five years from the date of purchase. Should a part fail to function in normal use within this period, manufacturer shall furnish a new part at no charge. PART 2 PRODUCTS 2.01 MANUFACTURER A. The BILCO Company P 0 Box 1203, New Haven, CT 06505 Tel: 203 934 -6363, Fax: 203 933 -8478 Internet address: http: //www.bilco.com 2.02 MATERIALS A. Roof hatch shall be 2 foot 6 inches by 3 foot, factory assembled, 14 gauge cover and curb, 22 gauge cover liner galvanized with red oxide primer Type "S" roof scuttle. B. Hatch rail system shall be Model RL -S to match the roof hatch. C. Performance characteristics: 1 High visibility safety yellow color shall be molded in. 2. Hatch rail system shall attach to the cap flashing of the roof hatch and shall not penetrate any roofing material. 3. Hatch rail system shall satisfy the requirements of OSHA 29 CFR 1910.23 and shall meet OSHA strength requirements with a factor of safety of two. 4 All components shall be of UV and corrosion resistant construction with a twenty -five year warranty 5. Gate shall be self closing. D Posts and Rails: Shall be round pultruded reinforced fire retardant yellow fiberglass treated with a UV inhibitor E. Hardware: Mounting brackets shall be 1/4 thick hot dip galvanized steel. Hinges and post guides shall b 6063T5 aluminum. Fasteners shall be Type 316 stainless steel. PART 3 EXECUTION 3.01 INSTALLATION A. Install roof hatch where indicated on drawings and in strict accordance with manufacturer's instructions and recommendations. B. The hatch rail system shall be field assembled and installed per the manufacturer's instructions. End of Section J•\Production Masters\Docs\Project Specs\Div -7 05/20/09 1 This Page Left Blank J•\Production Masters\Docs\Project Specs\Div -7 05/20/09 2 DIVISION 7 SECTION 07900 SEALANTS PART 1 GENERAL 1.01 GENERAL REQUIREMENTS A. Install sealant between all dissimilar materials as well as all expansion, construction and saw cut joints. B. Joint width and depth shall be 1/4 inch minimum and 1/2 inch maximum C Joints which are deeper than 1/2 inch shall have their overall depth reduced by the use of closed cell backer rod. PART 2 PRODUCTS 2.01 MATERIALS A. Exterior 1 Masonry Control Joints: Paintable, polyurethane base, multi- component, chemical curing, type II non• sagging, conforming to FS TT S227E with 25 percent joint movement capability 2. Aluminum Framing System Silicone base, one component, chemical curing, conforming to FS TT S1543A with 25 percent joint movement capability, color to match adjacent surface. 3. Control Joints in Paving: Polyurethane based, one component, self leveling, moisture curing, conforming to FS TT- S- 00230C Class A, Type 1 Color gray, to closely match pavement color 4 Expansion Joints in Paving: For joints not indicated to receive a pre molded cap strip, polyurethane based, one component, self leveling, moisture curing, conforming to FS TT S- 00230C, Class A, Type 1 Color gray to closely match pavement color 5. Hollow Metal Frames and Other Openings: Silicone base, one component, chemical curing, conforming to FS TT- S1543A with 25 percent joint movement capability color to match adjacent surface. B. Interior 1 Control Joints in Slab: Semi rigid, two components, 100% solids compound, with a minimum Shore A hardness of 80. 2. General Purpose: Paintable, acrylic base, one component, solvent curing, non- staining, non bleeding, non sagging conforming to FS TT -S- 230, Type II with 7.5 percent joint movement capability C Primer Non staining type recommended by caulking manufacturer to suit application. D Joint Cleaner Non corrosive type recommended by caulking manufacturer to suit application. E. Joint Filler Round backer rods of either open or closed cell polyethylene foam dependant on the sealant manufacturer's recommendation, oversized 25 to 50 percent larger than the width of the joint to allow for compression. PART 3 EXECUTION 3.01 INSTALLATION A. Clean and prepare joints in accordance with manufacturers recommendations. Remove loose material and other foreign matter that might impair adhesions of caulking. B. Install backer rod where required. C. Ensure that joint forming material is compatible with caulking. D Comply strictly with manufacturers printed instructions. E. Remove excess caulking material from surfaces adjacent to caulked joints. F For interior building slab control joints do not install semi -rigid joint filler prior to thirty (30) days after slab placement. End of Section J•\Production Masters\Docs\Project Specs\Div -7 05/20/09 1 This Page Left Blank J•'Production Masters\Docs\Project Specs\Div -7 05/20/09 2 DIVISION 8 SECTION 08100 H M DOORS AND FRAMES PART 1 GENERAL 1.01 GENERAL PROVISIONS A. Deliver and handle doors and frames in a manner to prevent rust and damage, store doors upright, under cover in a dry area. Provide packaging, separators, banding, spreaders and paper wrappings as required to completely protect doors during transportation and storage. PART 2 MATERIALS 2.01 FRAMES A. Steel Door Frames: 16 Gauge cold rolled steel in sizes and profiles as shown on drawings. Frames shall be knock down type with mitered corners. Prepare frames to receive three silencers. Apply a shop coat of baked on rust inhibiting primer Provide anchors as required by all conditions and as indicated on the drawings. Provide foam blocking in both sides of jamb to receive exit device deadbolts. B. Frame Reinforcement: 1 Hinge: 7 gauge 2. Lock: 12 gauge 3. Closer 12 gauge 4 Hold Open Devices: 12 gauge 5. Panic Devices: 12 gauge 2.02 DOORS A. Steel Doors: 18 Gauge bonderized steel permanently bonded to rigid polystyrene foam core. Flush design with seamless faces and edges. 16 gauge hinge and lock channel along with 16 gauge closer channel top and bottom Apply shop coat of baked -on rust inhibiting primer Install reinforcing plates so that hardware selected may be installed without thru bolting to door B. Door Reinforcement: 1 Hinge: 7 gauge 2. Lock: 12 gauge 3. Closer 12 gauge 4 Hold Open Devices: 12 gauge 5. Panic Devices: 14 gauge C. Wood Doors: Flush, solid core, AWI PC5, five -ply construction, minimum 30 pound density bonded particleboard core which complies with ANSI A208.1 1 -LD -1 stiles and rails minimum 1 1/2 inch hardwood bonded to core, crossband nominal 1/16 inch thick, face wood veneers, Luann paint grade, adhesives Type 1, waterproof Doors shall be pre- machined for hardware specified. PART 3 EXECUTION 3.01 INSTALLATION A. Install frames plumb and square in strict accordance with frame manufacturer's instructions. B. Frames set in masonry walls shall be grouted full as wall is constructed. C. Hang doors plumb, square and level to provide for easy operation. End of Section J•\Production Masters\Docs\Project Specs\Div -8 05/20/09 1 This Page Left Blank J•Wroduction Masters\Docs\Project Specs\Div -8 05/20/09 2 DIVISION 8 SECTION 08250 OVERHEAD ROLLING DOOR PART 1 GENERAL 1.01 GENERAL PROVISIONS A. Contractor shall purchase the overhead rolling door from Advanced Door Technologies as they have entered into an agreement to fumish an install the rolling overhead door called for in the drawings and specifications at a fixed price for the door and the installation. Vendor is being given advance notice of upcoming projects and Contractor shall call Vendor and finalize all arrangements for the delivery and installation of the door B. Upon completion of the installation Contractor shall pay Vendor for the cost of the door and installation along with the cost of freight and any taxes due and owing. C. If door is being shipped to the job site prior to the time of installation, protect the door and components from weather and any damage that may occur from the construction processes. D Contact: Advanced Door Technologies 34 North Crystal Street East Stroudsburg, PA 18301 Attn: Brian Santore Tel. 570 421 5929 Fax 570 -421 1795 PART 2 MATERIALS 2.01 OVERHEAD ROLLING DOOR A. Door shall be 6' -0' wide by 8' -0' high Series 400 Insulated Rolling Door as manufactured by Advanced Door Technologies. Slats are to be 20 gauge front and 22 gauge back and filled with 1 foam insulation to produce an R value of 7.2. Each end of alternate slats are to be assembled with polycast nylon end locks to maintain slat alignment and to act as a wearing surface inside the door guides. B. Guides shall consist of a minimum of 3" structural steel angles a minimum of 3/16' thick. The guide depth shall be of a length adequate to provide proper slat penetration and specified wind loading. Provide windlocks as required. C Spring counter balance shall be housed in a steep pipe of appropriate diameter and thickness to support curtain. Deflection shall not exceed 0.03" per foot of door width. Spring to be helical torsion type and designed to meet a 25 percent safety load factor Spring tension shall be fully adjustable from outside of end bracket plate. D End bracket plates shall be steel with a minimum thickness of 3/16" Bracket plates are to house pipe shaft and counterbalance assembly Shaft shall be attached to end plate by sealed ball bearings attached to plate. E. Hood shall be made of 24 gauge steel and supported by intermediate supports as required to prevent hood sag. F Weather stripping shall include a neoprene hood baffle, vinyl guide seals and a rubber astragal on the bottom bar G Operation shall be by chain and door shall have slide bolts mounted on bottom bar with provisions for padlocks. H. Finish for all non galvanized surfaces shall be factory applied gray rust inhibiting primer PART 3 EXECUTION 3.01 INSTALLATION A. Contractor shall notify Vendor of the details of the project within 7 days from the date of Notice to Proceed (NTP) so that Vendor can make the necessary arrangements for manufacturing, shipping and installation crews. Contractor shall also coordinate the timing for the installation. B. Contractor shall furnish and install the steel channel frame around the masonry opening as indicated on the drawings. Contractor shall also furnish and install the chain guard once the door is in place. C Contractor to insure that door vendor installs door plumb, square and level to provide for easy operation. D At the completion of the installation, Contractor shall notify the above listed vendor within seven (7) days of any defects or installation problems encountered or existing. Vendor will then have seven (7) days to get any issues found corrected. Failure to notify the vendor will be taken as the installation and goods are acceptable. End of Section J•\Production Masters\Docs\Project Specs\Div -8 05/20/09 1 This Page Left Blank J•\Production Masters\Docs\Project Specs\Div -8 05/20/09 2 DIVISION 8 SECTION 08400 ALUMINUM STOREFRONT PART 1 GENERAL 1.01 SYSTEM DESIGN A. Framing system manufacturer to design the storefront including entrance doors for the same wind load requirements as the structure, but in no case less than a wind pressure loading of 25 pounds per square foot on the gross area of glass and frames, acting both inward and outward. Mullion deflection shall be limited to L/175. B. Install reinforcement concealed in framing members as required to comply with both wind and dead loads imposed on the system C. Framing systems including entrance doors and all glazing to be used in Florida or other areas that have specific codes or requirements more stringent than those listed above shall be designed to me those specific standards and be certified as compliant with those requirements. 1.02 SUBMITTALS A. The material supplying vendor if he feels the project is warranted, shall provide complete shop or installation drawings. B. Contractor shall be responsible for verifying dimensions and anchorage to adjacent building components. 1.03 PRODUCT HANDLING A. Protect both glass and aluminum framing from damage before, during, and after installation. B. Remove all glass with chipped edges from the site immediately C. Do not deliver glass until framing system has been completed, inspected and is ready to be glazed. D Remove manufacturer's labels from glass immediately prior to final inspection. PART 2 MATERIALS 2.01 APPROVED VENDORS MANUFACTURERS A. Framing Systems and Entrance Doors: 1 Vistawall Architectural Products 2. U.S. Aluminum Products B. High Performance Tinted Glass: 1 Pilkington Glass Co. Evergreen 2. Pittsburgh Plate Glass Atlantica 3. Zeledyne Glass Co. Versalux Green C. Impact Resistant Glass: 1 Viracon 2. Secur Glass 3. Dupont Glass 4 Oldcastle Glass 2.02 STOREFRONT A. System. Standard flush glazed, 4-1/2 inches deep by 2" wide, sized for either single glazing or insulated glazing as noted on the drawings. Hurricane systems, flush glazed, 5 inches deep by 2 1/2" wide, sized for impact resistant glazing. B. Frames: Extruded aluminum 6063 -T5 alloy C. Finish. See drawings for color required. If storefront is required to red then finish shall be PPG Duranar (70% Kynar) Red Exotic #UC45282XL with #UC51132 clear top coat. If other color is required it shall be either a hard coat anodic or a special paint with a clear top coat. Aluminum framing fabricator shall guarantee and warrant finish to Owner for a period of ten (10) years from the date of installation, against peeling, cracking, fading, flaking, blistering, or chalking. D Sealant: See Section 07900. 2.03 ENTRANCE DOORS A. Medium stile, with welded joints, 31/2 inch top rail and stiles and 10 inch bottom rail. Clear finish anodized aluminum conforming to AA- M12- C22 -A31 Hinges shall be 1 Y2 pair of ball bearing offset pivot sets for single acting doors, or 1 1 /2 pair ball bearing center pivot sets for double acting doors. B. Hardware: See section 08700 no substitutions allowed. J•\Production Masters\Docs\Project Specs\Div -8 05/20/09 1 2.04 GLAZING A. Door Sidelights and Storefront: 1/4" thick high performance tinted glass. Glass shall be float glass, tempered or laminated as required by national or local code or ordinance. B. Insulated Glass: 1 thick overall with 1/4 inch inboard and outboard lights. Use high performance tinted glass for the outboard light, and clear glass for the inboard Tight. Units shall be tempered as required by national or local code or ordinance. C Impact Resistant Glass: 9/16" thick made up of a 1/4 thick high performance tinted glass outboard layer a 1/4" thick clear glass inboard layer and a 0.090" thick clear interlayer in between. D Glazing Sealant: General Electric 1200 Series silicone sealant or Silglaze II E. See drawings for specific requirements and the overall sizes of individual pieces of glass. PART 3 EXECUTION 3.01 INSTALLATION A. Install framing system per manufacturer's written installation instructions using sub -sill, end dams, water diverters, etc. Installation contractor shall furnish and install all system components to provide for a complete project whether the items are specifically shown in contract documents or not. B. Set all frames true, level and plumb. C. Install sealant between frames and surrounding surfaces. D Install reinforcing within the framing system as necessary to meet the required design wind load. E. Accurately join corners, only hairline joints are acceptable. Exposed fasteners shall be countersunk and finished to match framing. F Any breakmetal required to complete the installation shall be furnished by the storefront framing manufacturer and be factory finished to match the main framing members. G. Install all glazing in strict accordance with each glass manufacturers' instructions. H. Deliver glass with manufacturer's labels attached to each pane. Remove labels immediately prior to final inspection. I. Remove glass with chipped edges from the site immediately J Hang doors and adjust for easy operation. End of Section J•\Production Masters\Docs\Project Specs\Div -8 05/20/09 2 DIVISION 8 SECTION 08700 HARDWARE PART1 GENERAL 1.01 GENERAL REQUIREMENTS A. AutoZone shall furnish the Best Locks for the glass and aluminum doors and the door at the telephone closet, as well as the touch bar exit device. Contractor shall furnish the remaining required hardware and install all other hardware and accessories necessary to provide for a complete project whether the items are specifically scheduled or not. B. All hardware shall be installed so that no fasteners are exposed or visible on the exterior of the door C Contractor shall not substitute for the specified Closers. PART 2 MATERIALS (schedule) 2.01 GLASS AND ALUMINUM ENTRANCE DOORS A. Closers for Single Acting Doors: 1 All closers shall be mounted on the inside of the building, no closers are to be left exposed on the exterior to the weather and shall be set for a maximum opening of 110 degrees. 2. Exit doors, LCN 4041 with 4040 -18TJ mounting plate, plated finish US 26D closer mounts on push side of door at head frame. B. Closers for Double Acting Doors: Concealed in frame with 90- degree stop, Jackson JED -101 LCN 6031 or Dorma RTS -88. C Locks: Cylinder lock, Best Co. IE -6A4 (key operation exterior and thumb turn interior unless prohibited by code). AutoZone furnished Contractor installed. D Threshold: Aluminum 5 inches wide x 1/2 inch high sized to fit opening. E. Push Bars: Manufacturer's standard, finish to match door 1 Single Acting Doors: Push side only 2. Double Acting Doors: Both sides of door F Pulls: Manufacturer's standard, finish to match door 1 Add to all doors that are required to swing out. G. Flush Bolts: One pair on inactive leaf of pair of double acting doors. H. Signs: Provide a sign over each glass and aluminum exit door to read as follows "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED' Letters to be 1 high, color to be black or white as dictated by local Building Official. 2.02 Pair 2' -6" x 6' -8" Solid Core Wood Doors At Telephone Cabinet Hollow Metal Frame A. Hinges: Full mortise, 3 pair 4 -1/2 inch x 4 -1/2 inch, NRP Hager #1279 (1 1/2 pair each leaf). B. Lock Set: Active leaf -Best 83T Deadlock with Deadbolt, AutoZone furnished and Contractor installed. C. Surface Bolts: Ives SB360 -T top and bottom 8 inch surface bolts, US 26D (inactive leaf). 2.03 3' -0" x 6' -8" x 1 -3/4 Solid Core Wood Doors At Toilets Hollow Metal Frame A. Hinges: Full mortise, 1 1/2 pair, 4 -1/2 inch x 4 -1/2 inch, Hager #1279. B. Lockset: ADA compliant. Lever handle, 2 -3/8 inch backset, Schlage, Levon A4OS, finish #626. C. Door Stop: Dome floor stop Hager #241 F D Signs: ADA tactile signage, 6 inches by 8 inches, blue with white symbol and lettering, Hager #368W women and #368M men. E. Silencers: Glynn Johnson #64 (3 per strike side of frame). 2.04 3' -0" x 7' -0" x 1 -3/4" Hollow Metal Doors at Exits Hollow Metal Frame A. Hinges: Full mortise, 1 1/2 pair 4 -1/2 inch x 4 -1/2 inch, NRP Hager #1279 BB. B. Push Bar Exit Device: Precision 51 x 689 x S300 furnished by AutoZone, installed by contractor C. Closer LCN #P4041, plated finish US 26D closer is parallel arm and mounts on push side of door D Viewer 200 degree, solid brass, US 26D finish, Hager #1756, centered in door 5' -0" above floor E. Silencers: Glynn Johnson #64 (3 per strike side of frame). F Rigid Jamb Weather -strip Aluminum with vinyl insert, Pemko 303DV G Threshold: Aluminum 5 inches wide x 1/2 inch high sized to fit opening, Pemko #171A. H. Door Top Weather -strip Aluminum, full width of frame, Pemko 346D I. Door Bottom Sweep: Aluminum with nylon brush insert, Pemko 3452DNB. J. Latch Protector Latch plate, US 32D stainless steel, LP 1 Glynn Johnson. J•\Production Masters\Docs\Project Specs\Div -8 05/20/09 1 2.05 MISCELLANEOUS HARDWARE AND ACCESSORIES A. Corner Guards: Aluminum 3" x 3" x length required x 0.080" thickness with mitered corners. 1 Provide along top edge of toilet rooms. 2. Provide at outside corner of toilet room 3. Provide at both jambs and head of all hollow metal exit doors and jambs of overhead door 4 Vertical member shall be one piece in length. B. Vinyl Numbers: Install vinyl street numbers of the height required by local authority Numbers are to be located in the glass panel either above or adjacent to the entrance door Color to be white. C Chain Guards at Overhead Door Aluminum 6" wide by 8' -0" high by 0.080" thick 1 Provide on chain side of overhead door 2. Cut slot at top of guard if required to allow sprocket wheel to turn freely Maximum 1" clearance on all sides. PART 3 EXECUTION 3.01 INSTALLATION A. Install all hardware and specialty items in strict accordance with manufacturers printed instructions, utilizing an appropriate anchoring device or adhesive. B. Installation of door hardware shall be accomplished so that no anchoring devices are visible on the exterior of the door C Corner guards and chain guard shall be installed using adhesive so that no fasteners are visible. Contractor shall exercise care during the installation process and ensure that all edges are firmly attached with no excess adhesive visible on either the guards or the adjacent wall surface. End of Section J•\Production Masters\Docs\Project Specs\Div -8 05/20/09 2 DIVISION 9 SECTION 09220 CEMENT PLASTER (stucco) PART 1 GENERAL 1.01 REFERENCES A. American Society for Testing and Materials (ASTM) Specifications for 1 Installation of Lathing and Furring for Portland Cement Plaster ASTM C -1063 2. Application of Portland Cement Plaster ASTM C -926 B. Stucco Manufacturers Association (SMA) Finished Plaster Standards 1.02 QUALITY ASSURANCE A. Qualifications of installers: For installation of lath and plaster use only skilled journeyman plasterers who are completely familiar with the referenced standards and with the requirements for this Work. B. Codes and Standards: In addition to complying with all pertinent codes and regulations, comply with the materials handling and workmanship provisions of "Referenced Specifications' including current amendments of the California Lathing and Plastering Contractors' Association, Inc. 1.03 FINISHED COLOR A. Finished color of the plaster shall be achieved by painting the plaster once it has cured. B. Refer to Section 09900 of these specifications for products and information regarding installation of the paint. 1.04 DELIVERY, STORAGE AND HANDLING A. All materials except water and sand shall be delivered in their original unopened packages and stored in an enclosed shelter providing protection from damage and exposure to the elements. Damaged or deteriorated materials shall be removed from the site. 1.05 PROTECTION A. Provide proper protection during plastering operations for finished door and window frames along with other designated areas that do not receive a plaster finish. 1.06 ENVIRONMENTAL CONDITIONS A. Do not apply cement plaster unless minimum ambient temperature of 40 degrees F has been and continues to be maintained for a minimum of 48 hours prior to application and until plaster cures. B. Do not apply plaster on exterior of building when hot, dry windy conditions exist. PART 2 PRODUCTS 2.01 MATERIALS A. Building Paper Comply with Federal Specification UU- B -790a, Type 1 Grade D and weigh not Tess than nine (9) pounds per 100 square feet. B. Metal Lath: 1 Self- furring, expanded copper bearing steel sheet, diamond mesh weighing 3.4 pounds per square yard, coated with rush inhibitive paint after fabrication. 2. Approved manufacturers: a. Alabama Metal Industries Corp. (AMIGO) 800 366 -2642 b. K -LATH Building Products 800 669 -5284 C. Stucco Netting: 16 gage, 1 1/2' mesh, galvanized or 18 gage 1" mesh, galvanized, or combine with the building paper as self- furring paper- backed netting. D Screeds and Other Material Accessories: Fabricate from 24 gage, hot dipped, zinc galvanized steel, prime coated and coated with a protective material to permit removal of overspray at completion of plastering. E. Cement: Portland cement, Type 1 conforming to the requirements of ASTM C -150. F Plastic Cement: ASTM C -150, Type 1, manufactured with added plasticizer not exceeding 12% of total volume. Do not add plasticizer during mixing. G. Lime for Portland cement Plaster Hydrated Lime ASTM C -206, Type S. H. Lime Substitute: Concrete Additives, California, Kel -Crete Plasticizer Do not use Lime or other additives if Kel -Crete Admixture is used. J•\Production Masters\Docs\Project Specs\Div -9\Sec -09220 1 05/20/09 I Sand for Plaster Clean well graded from coarse to fine conforming with ASTM C -144 J. Additive for Crack Control: inch chopped fiberglass strands, alkaline resistant (AR). K. Finish Coat of Plaster Factory prepared LaHabra Products, Expo Stucco Products, Merlex Stucco, or Omega Products in a standard neutral color and finish. L. Water Clean, potable, fresh and free from injurious amounts of acid, alkali, organic matter or other deleterious substances. 2.02 MIXES A. Mixing: 1 General requirements: a. Accurately proportion materials for each plaster batch with measuring devices of known volume. b. Mix material dry to uniform color and consistency before adding any water c. Mix only as much plaster as can be used in one (1) hour d. Protect mixes from frost, dust and evaporation. e. Do not retemper the mix after initial set. 2. Cement plaster mixing Portland cement: a. Scratch Coat (3/8 inch thick): 1 part cement, �/2 part lime, 3 parts aggregate and 2 pounds of 1 /2 inch chopped fiberglass strands per this volume of cement. b. Brown Coat (3/8 inch thick): 1 part cement, 3 4 part lime, 4 parts aggregate and 2 pounds of 1/2 inch chopped fiberglass strands per this volume of cement 3. Cement plaster mixing Plastic Cement: a. Scratch Coat (3/8 inch thick): 1 part plastic cement, 3 parts aggregate b. Brown Coat (3/8 inch thick): 1 part cement, 4 parts aggregate 4 Finish plaster mixing: a. Mix finish coat plaster per manufacturer's recommendations and specifications. PART 3 EXECUTION 3.01 INSPECTION A. Prior to commencing work, carefully inspect the installed work of all other trades and verify t.iat all such work is complete to the point where this installation may properly commence. B. Verify that surfaces to be plastered are free of dirt, oil and other foreign matter which would affect bond of plaster coats. 3.02 LATHING INSTALLATION A. Building Paper Over all elements of construction which are to receive plaster apply the specified building paper with the long dimension horizontal, lapping all upper courses over lower courses at least two (2) inches, and lapping vertical joints at least six (6) inches. B. Metal Lath: Install self- furring metal lath against sheathing and with end joints staggered in adjacent rows. Screw lath to studs through dimples only spacing screws 6 inches o.c. Lap ends of lath at least 1 inch between supports. Lap side (horizontal) joints at least 1 /2 inch. Wire tie all side laps and end joints between supports together at intervals not exceeding 6 inches C. Stucco Netting: Install stucco netting over building paper with the long dimension horizontal, lapping all joints at least one mesh but not less than one inch, lapping all upper courses over lower courses, and lapping all ends. At exterior corners wrap the netting around the corner and reinforce with exterior corner reinforcement. At interior corners fold the netting through the corner and reinforce with interior corner reinforcement. Attach the stucco netting to supports at a maximum six (6) inches each way furring the netting away from the building paper at least 1 /a inch by use of standard furring attachments. As alternate, paper- backed stucco netting may be used. D Accessories: Attach control joints to the stucco netting and attach all other grounds and accessories to supports, so as to provide true grounds for the plaster Wire, tie, nail, screw or staple all accessories to supporting surface sufficiently to hold accessories in place during plastering. Provide casing beads at all terminations of plaster and intersections with dissimilar materials and control joints where indicated on drawings, or if not shown then 10 -foot o.c. each way J Masters\Docs\Project Specs\Div -9\Sec -09220 05/20/09 2 3.03 PLASTERING A. Mixing of plaster Accurately and separately measure materials, mix in a modern clean batch mixer as follows: 1 Measure materials either by weight or by volume. 2. Mix plaster for not less than two (2) but not more than three (3) minutes, rotating the mixer at a speed recommended by the manufacturer of the mixer 3. Discharge batch completely before mixer is recharged. Mixer is to be thoroughly cleaned of all plaster whenever a different kind of plaster is to be mixed. B. Scratch Coat: Apply scratch coat with sufficient material and force to form good keys, embedding and filling all spaces of the netting. Score horizontally C. Brown Coat: Do not apply brown coat sooner than 48 hours after the installation of the scratch coat. Apply the brown coat to the scratch coat. Bring out to grounds, straighten to a true surface, float, compact, and leave sufficiently rough to ensure adequate bond of the finish coat. D Finish Coat: Do not apply finish coat sooner than seven (7) days after installation of the brown coat. Finish all plaster true and even with 1/8 -inch tolerance in five (5) feet and leave the finish surface free from tool marks and all other blemishes. Wipe all metal accessories clean after application of each coat. 3.04 ADJUST AND CLEAN A. Patching: Upon completion, point up plaster around trim and other locations where plaster meets dissimilar materials. Cut out and patch defective plaster Match patch of defective or damaged plaster to existing or surrounding work in form texture and color B. Cleaning: Remove plaster and protective materials from expansion beads, perimeter beads and adjacent surfaces. Remove stains from plaster surfaces that would adversely affect subsequent finishes. End of Section J•\Production Masters\Docs\Project Specs\Div -9\Sec -09220 05/20/09 3 This Page Left Blank J Masters\Docs\Project Specs\Div -9\Sec -09220 05/20/09 4 DIVISION 9 SECTION 09250 GYPSUM WALL BOARD PART1 GENERAL 1.01 DELIVERY, STORAGE AND HANDLING A. Deliver materials in original packaging, containers or bundles bearing manufacturer's brand name and product identification. B. Store materials inside under cover keep dry protect from weather other elements and damage from construction operations or other causes. C Handle gypsum boards to prevent damage to edges, ends or surfaces. Protect metal accessories and trims from being bent or damaged. 1.02 PROJECT CONDITIONS A. Comply with requirements of gypsum board manufacturer's application standards and requirements for environmental conditions before, during and after application of gypsum board. B. When outdoor temperature is below 55 degrees F maintain building working temperature of not less than 50 degrees F for a period of 48 hours prior to, during and following application of gypsum board and joint treatment materials or bonding of adhesives. C. Ventilate building spaces as required, removing excess moisture that would prevent drying of joint treatment material immediately after its application. D If drawings call for gypsum sheathing to be installed on the exterior side of structural steel studs and gypsum wallboard to be installed on the interior side of the same stud, then additional framing required for furred out spaces will be accomplished with 25 gage steel studs and accessories. PART 2 PRODUCTS 2.01 EXTERIOR MATERIALS A. Gypsum Sheathing: A gypsum core sheathing panel with additives to enhance the water resistance of the core; surfaced with water repellant paper on front, back and long edges; and complying with ASTM C -79. Panel size shall be minimum 1 /2 inch thick by 2 foot wide by 8 foot long with tongue and groove edges. B. Fasteners: Type S -12, bugle head corrosion resistant screws, minimum length 1 inch. 2.02 INTERIOR MATERIALS A. Metal Studs: 3 -5/8 inch, 25 gauge galvanized steel, conforming to ASTM C645 B. Gypsum Wall Board: 1 Standard: ASTM C 36. 1/2 inch thick, TYPE C, square cut ends, tapered edges, 4 foot wide by 8 foot long (minimum) unless otherwise noted on drawing. C Tape: Conform to ASTM C475. D Joint Compound: Ready mixed conforming to ASTM C475. E. Fasteners 1 Wood Supports: Type W bugle head screws 2. Metal Supports: Type S, bugle head screws 3. Metal Liner Panel: Adhesive as recommended by the wallboard manufacturer F Accessories: 1 Corner Beads: 1 1/4 inch x 1 1/4 inch galvanized steel 2. Metal Edge Trim Square nose and L type, galvanized steel as appropriate 3. Closure Strips: Flexible closure strip for metal deck, vulcanized, 1 inch, color black, closed cell EDPM synthetic rubber as manufactured by Houston Foam telephone 713 224 -3484 PART 3 EXECUTION 3.01 EXTERIOR SHEATHING INSTALLATION A. Install 2 foot wide sheathing horizontally with the long dimension at right angles to the framing or ribs of the metal panels and with grooved edges down. Interlock the groove over the tongue of previously installed panels and with all edges butted but not forced into place. Stagger all vertical joints and abut them over the centers of framing members or metal panel ribs. Fit sheathing snugly around all openings. Secure sheathing to substrate with screws not spaced over 4 inches on center along edges and not over 8 J•\Production Masters\Docs\Project Specs\Div -9\Sec -09250 05/20/09 1 inches on center every where else. Fasteners shall be no Tess than 3/8 inch from the edges and ends of the panel. 3.02 INTERIOR WALLBOARD INSTALLATION A. Install metal stud framing vertically at a maximum spacing of 16 inches on center horizontally B. Apply the wallboard either horizontally or vertically center all vertical edges over studs or liner panel ribs. Wallboard shall terminate at the top of the liner panel. Adhesive may be used to attach wallboard to the liner panel. Provide lines of adhesive the full length of the wallboard starting at the edge of the panel and then spaced approximately 12 inches apart. C Install wallboard on the interior walls of both toilet rooms. Boards shall be installed vertically on walls and across the framing members on the ceilings. All joints shall center or bear on framing members. D Attach wallboards to framing members with 1 -inch self drilling drywall screws. Do not use adhesives to attach wallboard to studs. Screws shall be spaced no more than 12 inches on center and shall be located not less than 3/8 inch or more than 1/2 inch from edges. E. Wallboard shall be held in firm contact with the framing member while fasteners are being driven. Fastening shall proceed from center portion of the wallboard toward the edges and ends. Fasteners shall be set with the heads slightly below the surface of the wallboard in a dimple formed by the power screw driver Care shall be taken to avoid breaking the face paper of the wallboard. Improperly driven fasteners shall be removed prior to finishing. F Install appropriate metal trim at all exposed wallboard edges, where gypsum panels abut a different material, and where indicated on drawings. Install accessories with screws, nails or crimping as appropriate. Do not use staples. 3.03 FINISHING A. Apply joint compound in accordance with manufacturer's printed instructions and recommendations at all gypsum board joints, flanges of trim accessories, penetrations, fastener heads, and surface defects. Pre- f ill all open joints and rounded or beveled edges with joint compound recommended by wallboard manufacturer B. All joints and interior angles shall be taped embedded in joint compound and three separate coats of joint compound applied over all joints, angles, fastener heads and accessories. All joint compound shall be smooth and free of tool marks and ridges. End of Section J•\Production Masters\Docs\Project Specs\Div 9\Sec 09250 05/20/09 2 DIVISION 9 SECTION 09660 RESILIENT TILE FLOORING PART1 GENERAL 1.01 GENERAL INFORMATION A. AutoZone has entered into an agreement to purchase resilient floor tile and other related flooring products on a direct basis from Armstrong World Industries. The Contractor shall contact the local Armstrong Sales Service Center and request national pricing for all material required for the project. For questions regarding the nearest Armstrong Sales Service Center pricing, or availability of material, call Armstrong at Tel. (800) 442 -4212. 1.02 GENERAL REQUIREMENTS A. Before commencing work check floor for conformance with specification tolerances for flatness and levelness as well as moisture levels. B. Level floor to this minimum specification prior to installing resilient tile. C If leveling is required use specified underlayment in strict accordance with manufacturer's specification and requirements. D Lay resilient tile flooring at 65 degrees F or above. E. All unused tiles to remain in store along with one unopened box of tile of same shade. PART 2 PRODUCTS 2.01 SELF LEVELING UNDERLAYMENT A. Primer Armstrong S -185. B. Leveler Armstrong S -183 or S -184 C. NO SUBSTITUTIONS OR ALTERNATES. 2.02 FINISH FLOORING A. Floor tile shall be Armstrong Imperial #51899, (Cool White) size to be 12 inch x 12 inch x 1/8 inch. NO SUBSTITUTIONS OR ALTERNATES. B Reducer strip shall be vinyl 1 inch wide by 1/8 inch thick with one edge beveled, color to be black. 2.03 BASE A. Base shall be standard top set cove type, 4 inch high x 0.08 inch gauge vinyl as manufactured by Armstrong or Flexco, (Color Black). 2.04 ADHESIVE A. Adhesive for floor tile Armstrong S.515 clear mastic. B. Adhesive for vinyl reducer strip 3 M Company contact adhesive. 2.05 WAX A. Wax for floor finishing shall be "Vectra" from Johnson Diversey Inc. B. See Division 1 for information on vendor contacts. C. Wax is available in 5 gallon containers and should be purchased in the following quantities based on the prototype size: 1 5w2 three 5- gallon containers 2. 57n2 three 5- gallon containers 3. 65w2 three 5- gallon containers 4 7n2 four 5 gallon containers PART 3 EXECUTION 3.01 SELF LEVELING UNDERLAYMENT A. All self leveling products shall be installed in strict accordance with manufacturers printed instructions, which the Contractor shall obtain and have on site prior to commencement of any work. B. Printed information for Armstrong is available from J•\Production Masters\Docs\Project Specs\Div -9\Sec -09660 05/20/09 1 Armstrong World Industries P O.Box 3001 Lancaster PA. 17604 Tel. (800) 292 -6308 Fax (717) 396 -5251 3.02 INSPECTION A. Examine sub floors prior to installation to determine that surfaces are smooth and free from cracks, holes, ridges and other defects that might prevent adhesive bond or impair durability or appearance of the flooring material. B. Inspect sub floors prior to installation to determine that surfaces are free from curing, sealing and hardening compounds or other foreign materials that might prevent adhesive bond. Visually inspect for evidence of moisture, alkaline salts, carbonation, dusting, mold or mildew C Report conditions contrary to Contract requirements that would prevent a proper installation. Do not proceed with the installation until unsatisfactory conditions have been corrected. D Failure to call attention to defects or imperfections will be construed by Contractor as acceptance and approval of the sub -floor Installation indicates acceptance of substrates with regard to conditions existing at time of installation. 3.03 PREPARATION A. Smooth concrete surfaces, removing rough areas, projections, ridges and bumps. Fill low spots, joints and other defects with Armstrong's S -183 or S -184 latex underlayment as recommended by the tile manufacturer B. Remove paint, varnish, oils, release agents, sealers and waxes from floor surfaces. Smooth out residual adhesives as recommended by flooring manufacturer Remove curing and hardening compounds not compatible with flooring adhesives. Avoid organic solvents. C. Perform a sub -floor Bond and Moisture Test or a Calcium Chloride Test as described in publication number F- 5061 "Armstrong Engineered Installation System" to determine if surfaces are dry free of curing and hardening compounds and any other coatings and are ready to receive resilient flooring. D Vacuum or broom clean surfaces making sub -floor free from dust, dirt, grease and all foreign materials immediately before the application of flooring. 3.04 FINISH FLOORING A. Install flooring with adhesives, tools and procedures in strict accordance with the latest edition of Armstrong Engineered Installation System' B. Open enough tile cartons and mix tile to ensure shade variations do not occur within any one space. C Lay tiles from start point as indicated on Drawings. D Scribe, cut and fit tile to permanent fixtures, columns, walls, pipes, outlets and any other items. E. Observe the recommended adhesive trowel notching, open times and working times. Use a 1/32 inch deep x 1/16 inch wide Fine Notch trowel. Installers shall not use re- notched trowels. F Immediately remove excessive adhesive from visible surfaces. 3.05 ACCESSORIES A. Apply base to walls, columns and other permanent fixtures in areas where base is required. Install base in lengths as long as practical, with inside corners fabricated from base materials that are mitered or coped. Outside corners shall be pre- fabricated by the base manufacturer Ensure base is tightly bonded to vertical substrate. B. Fill voids with Armstrong S -295 plastic filler along the top edge of the resilient wall base on masonry surfaces or other similar irregular substrates. C. Place resilient edge strips tightly butted to flooring and secure with 3 M Company contact adhesive. Install edge strips at edges of flooring, which would otherwise be exposed. 3.06 FINAL CLEANING AND WAXING A. Clean floor with a 175 -rpm electric low speed side to side floor scrubber however an automatic floor scrubber that will also pickup solution may be used. Use Johnson Diversey General Purpose Forward at recommended dilution per label instructions. Use a trot mop (floor vacuum with squeegee) to pick up cleaning solution. J-\Production Masters\Docs\Project Specs\Div -9\Sec -09660 05/20/09 2 B. Damp mop with clear water to remove any remaining residue. C. Floor must be thoroughly clean and dry prior to applying wax. Use an untreated dust mop to sweep floor prior to laying wax. D Waxing Floor 1 Contractor must use wax specified, no substitutions will be accepted unless AutoZone provides a written change order prior to application. 2. Contractor shall apply a minimum of four (4) coats of wax and will apply additional coats until all containers purchased are utilized completely 3. Allow each coat of wax to dry a minimum of forty -five (45) minutes before applying the next coat. E. Allow wax to dry overnight prior to buffing. F Buff the store prior to final inspection. Use a high -speed buffer minimum 1500 -rpm G Provide empty floor finish containers at final punch. H. Contact the wax vendor if more detailed instructions for application are needed. End of Section J•\Production Masters\Docs\Project Specs\Div -9\Sec -09660 05/20/09 3 This Page Left Blank FProduction Masters\Docs\Project Specs\Div -9\Sec -09660 05/20/09 4 DIVISION 9 SECTION 09900 PAINTING PART 1 GENERAL 1.01 GENERAL REQUIREMENTS A. All paint used on the project shall be from Sherwin- Williams Paints and as specified herein. B. Contractor will notify vendor of the expected schedule for shipping and delivery of the painting material. No other material other than that furnished by Sherwin- Williams Paints will be acceptable for use on the project. C. Based on Contractor's schedule for painting, paint material vendor will visit the project prior to the commencement of any painting to determine if the surfaces are ready to receive the paint. Paint material vendor will have the authority to issue a `do not" or not ready for paint" order If such order is given, it shall be done both verbally and followed by an email communication to the General Contractor as well as the AutoZone Project Administrator Upon receipt of such order Contractor will immediately take all steps to remedy what ever defects were in place to cause such order to be given. D If such order was given as a result of weather either temperature or moisture, then AutoZone Project Manager will determine the next course of action to be taken, which may include postponing paint the store until a later date. In all cases the surface must by dry prior to beginning ant coating application. E. Paint material vendor will visit the project at the completion of the painting to ensure the materials have been applied in accordance with the requirements of the specification Additionally he may visit during the application process to determine if the work is progressing appropriately If paint material vendor determines that corrective work or other actions are required he shall so notify the AutoZone field project manager who in turn will notify the Contractor F AutoZone at its own expense reserves the right to hire an independent third party to conduct tests on the paint application. 1.02 CONTACTS A. Sherwin- Williams Paints: Dwight LeClair National Account Manager 2191 Northlake Parkway Building 11 Suite 107 Tucker Georgia 30084 Phone: 678 261 -6865 Fax: 678 261 -6769 Cell: 678 361 -6108 Email: dcleclair @sherwin.com 1.03 PAINT MATERIAL REQUIREMENTS A. Store all products at 40 degrees F and above. B. Do not apply to frozen substrate. C. Apply when surface temperature is 35 degrees F or warmer and all frozen water in or on the surface is thawed. D Avoid applying material in snow fog, mist, or when such conditions are expected. E. Follow all other printed instructions regarding the application of each type of paint material. 1.04 ATTACHMENTS TO EXTERIOR WALLS A. Contractor before attaching anything to the exterior wall shall ensure the underlying wall surface has been painted with two coats of SuperPaint Exterior Latex in the color appropriate and called for on the drawings. Items falling into this category would include but not necessarily be limited to Electric Swithchgear, Electric Meters and Conduit, Light Fixtures, Wall Signs, Coping, Gutters and Downspouts, Architectural Items, etc. Items which have been installed without the underlying paint will void the warranty and therefore will be required to be removed, the wall surface painted, and then reinstalled all at no additional cost to AutoZone. 1.05 WARRANTY A. Paint material vendor will be issuing to AutoZone, based on the Contractor's application of material, a 5 year manufacturer's warranty for labor and materials against the paint becoming unserviceable or objectionable in appearance with respect to chipping, cracking, peeling and alligatoring. B. Warranty for loss of gloss or color retention shall be made against preset and predefined standards. J•\Production Masters\Docs\Project Specs\Div -9\Sec -09900 05/20/09 1 C Contractor shall work and cooperate with paint material vendor to ensure everything is done so that warranty can be issued. PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. The following manufacturers are approved for use on an AutoZone project: 1 The Sherwin- Williams Company B. Paint materials from no other manufacturer shall be used unless pre- authorized in writing by AutoZone. 2.02 EXTERIOR MATERIALS A. Exterior Concrete Masonry Units (smooth or split face): 1 Primer Loxon Block Surfacer A24W200 a. Smooth faced CMU 60 80 square feet per gallon b. Split faced CMU 40 60 square feet per gallon c. WFT 16.0 mils DFT 8.0 mils 2. Finish: 2 coats SuperPaint Exterior Latex Satin, A89 Series: a. WFT 4 0 mils DFT 1 44 mils per coat 3. Colors as required and noted on drawings. NOTE. For painting under conditions where the temperature will be below 35 but above 20 degrees F the following will be applicable: 4 Finish: 2 coats Ultra Crete Solvent Borne Smooth Coating, B46 Series (tinted medium gray): a. DFT 10 0 mils minimum 16.0 mils maximum per coat (100 -160 S.F per gallon) Apply this product in strict accordance with the manufacturer's printed instructions. Spray applications shall be done in a crosshatch pattern, to be followed by backrolling. Rolling is always to be finished in a downward motion. Finish coats are to be applied to achieve a pinhole free surface. B. Exterior Insulation Finish System (E.I F.S.) or Stucco: 1 Primer Loxon Acrylic Conditioner, A24 100 a. Maximum coverage 200 to 300 square feet per gallon 2. Finish: 2 coats SuperPaint Exterior Latex Satin, A89 Series a. WFT 4.0 mils DFT 1 44 mils per coat C. Exterior Graphics: Red, Orange and White Bands (if permitted) 1 Finish Coat Red: 2 Coats SherCryl HPA Gloss, B66 Series a. WFT 6.0 mils min. 10.0 mils max. DFT 2.5 mils min. 4 0 mils max. per coat 2. Finish Coat White: 2 coats SherCryl HPA Gloss, B66 Series a. WFT 6.0 mils min. 10.0 mils max. DFT 2.5 mils min. 4.0 mils max. per coat 3. Finish Coat Orange: 2 Coats SherCryl HPA Gloss, B66 Series a. WFT 6.0 mils min. 10.0 mils max. DFT 2.5 mils min. 4.0 mils max. per coat 4 Applied over SuperPaint Exterior Latex Satin coating D Pipe Guards Guard Rails: 1 Primer 1 coat ProCryl Universal Primer B66 -310 a. WFT 5.0 mils min. 10.0 mils max. DFT 2.0 mils min. 4 0 mils max. 2. Finish: 2 coats SherCryl HPA Gloss, B66 Series a. WFT 6.0 mils min. 10.0 mils max. DFT 2.5 mils min. 4.0 mils max. per coat E. Parking Lines: 1 2 coats Set Fast Acrylic Traffic Marking Paint a. WFT 15.0 mils DFT 7.5 mils per coat 2. Color to be either White #TM2160, or Yellow #TM2161 F Gutters/Downspouts: 1 Primer 1 coat ProCryl Universal Primer B66 -310 a. WFT 5.0 mils min. 10.0 mils max. DFT 2.0 mils min. 4 0 mils max. 2. Finish. 2 coats SuperPaint Exterior Latex Satin, A89 Series a. WFT 4 0 mils DFT 1 44 mils per coat (color to match adjacent wall color) G. Galvanized metal fabrications: 1 Primer 1 coat ProCryl Universal Primer B66 -310 a. WFT 5.0 mils min. 10.0 mils max., DFT 2.0 mils min. 4.0 mils max. 2. Finish: 2 coats SuperPaint Exterior Latex Satin, A89 Series J•\Production Masters\Docs\Project Specs\Div -9\Sec -09900 05/20/09 2 a. WFT 4.0 mils DFT 1 44 mils per coat (color to match adjacent wall color) H. Metal Man Doors: 1 Primer 1 coat ProCryl Universal Primer B66 -310 a. WFT 5.0 mils min. 10.0 mils max. DFT 2.0 mils min. 4.0 mils max. 2. Finish: Coats: 2 coats Red SherCryl HPA Gloss, B66 Series a. WFT 6.0 mils min. 10.0 mils max. DFT 2.5 mils min /4.0 mils max. per coat I Hollow Metal Door Frames: 1 Primer 1 coat ProCryl Universal Primer B66 -310 a. WFT 5.0 mils min. 10.0 mils max. DFT 2.0 mils min. 4 0 mils max. 2. Finish: Coats. 2 coats Black SherCryl HPA Gloss, B66 Series a. WFT 6.0 mils min. 10.0 mils max. DFT 2.5 mils min. 4.0 mils max. per coat J Gas Piping: 1 Primer 1 coat ProCryl Universal Primer B66 -310 a. WFT 5.0 mils min. 10.0 mils max. DFT 2.0 mils min. /4.0 mils max. 2. Finish 2 coats Black SherCryl HPA Gloss, B66 Series a. WFT 6.0 mils min. 10.0 mils max. DFT 2.5 mils min. 4.0 mils max. per coat K. Roof Hatch Cover. 1 Primer 1 coat ProCryl Universal Primer B66 -310 a. WFT 5.0 mils min. 10.0 mils max., DFT 2.0 mils min. 4.0 mils max. 2. Finish: 2 coats White SherCryl HPA Gloss, B66 Series a. WFT 6.0 mils min. 10.0 mils max. DFT 2.5 mils min. 4.0 mils max. per coat 2.03 INTERIOR MATERIALS A. Walls: (Block Drywall) 1 Drywall Primer 1 coat PrepRite 200 Wall Primer B28W200 a. WFT 40 mils DFT 11 2. Block Primer 1 coat PrepRite Block Filler B25W25 a. WFT 16.0 mils DFT 8.0 3. Finish Coat Red: 2 Coats Matalatex Semi Gloss Enamel, B42 Series a. DFT 1.5 mils min. 4 0 mils max. per coat 4 Finish Coat White: 2 coats Matalatex Semi Gloss Enamel, B42 Series a. DFT 1.5 mils min. 4 0 mils max. per coat 5. Finish Coat Orange: 2 Coats Matalatex Semi Gloss Enamel, B42 Series a. DFT 1.5 mils min. 4.0 mils max. per coat B. Restroom Ceiling: (Walls are FRP). 1 Primer 1 coat PrepRite 200 Wall Primer B28W200 a. WFT 40 mils DFT 11 2. Finish: 2 coats White ProMar 200 Semi Gloss Latex a. WFT 4.0 mils DFT 1.5 per coat C. Doors Frames: 1 Primer 1 coat ProCryl Universal Primer B66 -310 a. WFT 5.0 mils min. 10.0 mils max. DFT 2.0 mils min. 4.0 mils max. 2. Finish: 2 coats Black Matalatex Semi Gloss Enamel, B42 Series a. DFT 1.5 mils min. 4 0 mils max. per coat D Doors: (Wood) 1 Primer 1 coat PrepRite Wall Wood Primer B49W1 a. WFT 4.O mils DFT 1.9 2. Finish: 2 coats Red Matalatex Semi Gloss Enamel, B42 Series a. DFT 1.5 mils min. 4.0 mils max. per coat E. Exposed Joist Girders and Bar Joists: 1 Orange paint for touch up (supplied by Owner). F Exposed Roof Deck: 1 Deck is galvanized no painting required G. Roof Ladder and Hatch: 1 Primer 1 coat ProCryl Universal Primer, B66 -310 a. WFT 5.0 mils min. 10.0 mils max. DFT 2.0 mils min. 4.0 mils max. J Masters\Docs\Project Specs\Div -9\Sec -09900 05/20/09 3 2. Finish. 2 coats Red Matalatex Semi Gloss Enamel, B42 Series a. DFT 1.5 mils min. 4.0 mils max. per coat 2.04 FORMULATIONS A. Formulas listed below are for one gallon sized containers and are shown in full ounces and 1/32 of an ounce. Also not that all SherCryl colors are to be created using only the EnviroToner System while all other colors are to be created using the Blend -A -Color System B. Exterior Red: 1 SherCryl Gloss Ultradeep Base, B66T304 2. 4 oz. Red -101 3. 8 oz. Yellow -100 C Exterior Orange: 1 SherCryl Gloss Ultradeep Base, B66T304 2. 48/32 oz Yellow -101 3. 2 oz. 56/32 oz. Orange 4 6 oz. Yellow -100 D Exterior Medium Gray 1 SuperPaint Exterior Satin Deep Base, A89W53 2. 2 oz. 24/32 oz. Black 3. 24/32 oz. Raw Umber 4 15/32 oz. Deep Gold 5. 4/32 oz. New Red 6. 2/32 oz. Magenta E. Exterior Dark Gray 1 SuperPaint Exterior Satin Deep Base, A89W53 2. 4 oz. 63/32 oz. Black 3. 62/32 oz. Raw Umber 4 36/32 oz. Deep Gold 5. 4/32 oz. Magenta F Interior Red: 1 Matalatex Semi Gloss 2. Safety Orange B42E39 and Safety Red B42E38 in a 1 1 intermix G. Interior Orange 1 Matalatex Semi Gloss Safety Orange, B42E39 2. 2 oz. 37/32 oz. Magenta 3. 2 oz. 13/32 oz. White 4 1/32 oz. Yellow H. Any non standard color used to paint the exterior of any store shall have the paint color name, formula and store number on which the color was applied logged into the Sherwin- Williams Custodian System for future reference. PART 3 EXECUTION REFER TO DRAWINGS FOR REQUIRED PAINT COLORS AND THEIR LOCATIONS. 3.01 EXAMINATION AND PREPARATION A. Remove all dirt, oil, grease, efflorescence, laitance, curing compounds, existing paint, and other surface contam inants. B. For masonry or concrete surfaces, point and or fill holes 3/8 inch or larger Surface shall be free from honeycombs, holes or voids. C Surfaces shall be thoroughly dry Application of finishes over rust, dirt, and foreign substances will be cause for rejection. D Completely mask, remove, or otherwise adequately protect hardware, accessories, or other adjacent surfaces. E. Contractor shall insure that all items that would normally be attached to the exterior wall are not in place or removed prior to painting be commenced; or that the wall has been painted with all required coats prior to the item being installed. Items falling in the category would include gutters, downspouts, leader boxes, J•\Production MastersDDocs\Project Specs\Div -9\Sec -09900 05/20/09 4 electrical switchgear, electric meters and conduit, light fixtures, wall signs, coping and any architectural embellishment. F Contractor shall verify that surface preparation is complete to the point that finishes may be properly applied and contact the appropriate vendor to schedule an inspection to determine if the project is ready to receive paint and or coatings. G. Upon completion of the paint vendor's inspection, if a 'not ready" or 'do not paint" order is issued, Contractor shall pursue any remedial work required to its completion and then have paint vendor re- inspect the project to determine acceptability of surfaces. H. If the above issued orders are a result of weather conditions, Contractor shall immediately contact AutoZone's project manager for further instructions. 3.02 APPLICATION GENERAL REQUIREMENTS A. Start all applications of paint or coating materials at the top of the wall and work your way down to the bottom of the wall. B. Cover entire wall surface with primer and wall color finish coats before applying any of the red, orange or white graphic bands. C Apply all materials in strict accordance with these specifications and the manufacturer's technical data sheets paying particular attention to the temperature requirements of the coating material, substrate surface and the ambient air as well as recoating or over coating times. Apply additional coats as required to achieve coverage and appearance if the specified number of coats does not achieve full coverage. D Produce all coats so that the dry film thickness "DFT" is within the range specified for each product. E. Pin Hole Free shall mean the following; for blockfiller no breaks in the surface coat where the underlying surface of the block shows through, and for the finish coat, no breaks in the surface where either the underlying white blockfiller coat or the actual surface of the masonry shows through. 3.03 APPLICATION OF BLOCKFILLER A. Surfaces must be dry with a moisture content of 15 percent or less and with a ph range of 6 -12. B. Apply block filler by brush, roller or heavy -duty airless or air assisted texture spray equipment. C. Using a clean, damp 3/4 -inch to 1 1/4 inch nap roller, work the spry coat in a horizontal direction to fill all pores, cross -roll uniformly on the wall, maintaining a wet edge. Keep rollers fully loaded with materials and apply sufficient amounts to fill all pores. D Finish application in one directional pass from breakpoint to breakpoint. Do not stop applications in the middle of the wall and avoid overlap. E. Blockfiller must cure for a minimum 4 hours prior to top coat application. F Do not apply block filler over elastomeric sealant materials. Maintain substrate expansion joints as recommended by coating manufacturer G Air and surface temperatures must not drop below 35 degrees F for 48 hours after application. 1 Recoat 55 degrees F+ Latex 8 hours; Alkyd and HP Coatings 48 hours 2. Recoat 35 to 55 degrees F Latex 24 hours; Alkyd and HP Coatings 48 hours 3.04 TOP COAT APPLICATION over BLOCKFILLER A. Apply topcoat smooth by brush, roller or spray and back roll methods as per the manufacturer's coverage instructions. Finish coating materials so that brush and roller strokes are in one uniform direction. Two coats are required, allow first coat to dry thoroughly before recoating. Follow manufacturer's printed instructions with regard to drying time between coats. B. Tolerances: Finish system to be pinhole free. 3.05 PREPARATION OF METAL SURFACES A. Clean surfaces thoroughly with solvent and allow surface to dry thoroughly before applying paint. B. Treat new galvanized metal surfaces with a chemical etching compound as recommended by the paint manufacturer Remove excess etching solution and allow surface to dry completely before applying first coat of paint. 3.06 PAINT APPLICATION A. Apply finishes in strict accordance with the manufacturer's printed directions. J•\Production Masters\Docs\Project Specs\Div -9\Sec -09900 05/20/09 5 3.07 INTERIOR WALL GRAPHICS (If Required) A. Transfer graphics to wall surface by either using AutoZone furnished pounce pattern or by dimensionally locating and masking off B. Install correct primer under all finish coats. See drawings for final finish color requirements. J•\Production Masters\Docs\Project Specs\Div -9\Sec -09900 05/20/09 6 B Access doors or panels, exposed pipes, and raceways shall be painted to match adjacent surface except where color- coding is specified. C. Primer where indicated on painting schedule, may be omitted where shop coat primer has been applied. Touch up metal surfaces with the specified primer as required. Do not apply subsequent coats of paint to bare metal. D Pre finished painted roof structure such as bar joists, joist girders and bridging shall be touched up under this contract. AutoZone's steel bar joist vendor shall supply touch -up paint. 3.08 INSPECTION and TESTING A. Upon completion of the exterior painting, but prior to the interior being completed and the painting sub contractor leaving the job site, Contractor shall contact the paint manufacturer's representative to come and perform their specific tasks with regard to inspections. B. At the completion of the inspections written reports and or comments will be given -to both AutoZone and the Contractor for review All work not meeting the specified requirements shall be immediately corrected at no additional cost to AutoZone. C. Corrected work shall be re- inspected and all costs associated with that process shall be borne by Contractor D The intent at the completion of this process is to have the paint manufacturer issue the warranty to AutoZone. 3.09 WARRANTY A. Warranty for all new painting shall be issued by the paint manufacturer for five (5) years and shall cover both labor and material. Without limiting the warranty, the work shall be warranted not to: 1 Noticeably discolor yellow streak, bloom, bleach, or darken. 2. Peel, crack, blister or alligator 3. Release from the substrate or intermediate coats. 4 Chalk or dust excessively 5. Stay tacky or become tacky B. After the first year fading and changes in gloss shall be measured against predetermined standards supplied to and accepted by AutoZone. C Any area or surface requiring re painting under the warranty shall be done corner to corner D Contractor shall warrant that the exterior walls, copings, parapet flashings will be watertight for the same period as the paint warranty Contractor shall immediately repair any failure not cause by the direct action of AutoZone. Paint failures that are the result of water or moisture getting into the wall shall be the responsibility of Contractor to repair and re- paint. E. Contractor shall review at the first job site meeting all requirements of this section of the specifications to insure that everyone understands the importance maintaining high level of quality and workmanship. F Paint manufacturer shall issue warranty to Contractor in AutoZone's name and warranty shall commence at the date of Project Completion. End of Section 7 DIVISION 9 SECTION 09986 SANITARY WALL PANELS PART 1 GENERAL 1.01 DELIVERY AND STORAGE OF MATERIALS A. All materials shall be inspected upon delivery and defects reported. Remove panels from shipping skid and restack on a solid, flat, dry surface Do not stack on fresh concrete floors or other surfaces that may emit moisture. Lay panels flat, do not store on edge. Damaged or deteriorated materials shall be removed from premises. B. Panels shall be acclimated at least 24 hours in temperature and humidity conditions approximating the operating environment of the finished room before being installed. PART 2 PRODUCTS 2.01 FIBERGLASS REINFORCED PANELS A. Panels shall be equal to Structoglas, smooth surface, white, Fire Retardant (Class A), fiberglass reinforced wall panels, 0.09 inch thick, 48 inches wide and 96 inches long. 2.02 MOLDINGS AND TRIM A. Moldings and trim shall be panel manufacture's standard one -piece or two- piece, non staining, extruded vinyl moldings. 2.03 FASTENERS AND SEALANT A. Fasteners shall be panel manufacturer's standard non corroding mechanical type, truss head nylon drive rivets, or stainless steel screws. Fastener holes must be pre drilled slightly over sized. B. Sealant shall be clear silicone per panel manufacturer's recommendations. PART 3 EXECUTION 3.01 INSTALLATION A. Verify that gypsum board subsurface is flat, clean, dry and free from all dirt, dust or grease prior to commencing installation of panels. Panel installation shall be per manufacturer's printed instructions. B. Lay -out and cut panels to fit from floor to ceiling leaving not less than 1/4 inch gap at ceiling and floor and 1/8 inch gap between panels. C. All exposed panel edges shall receive and be finished with an appropriate molding or trim D Allow not less than 1/8 -inch gap around all pipes fittings and projections. E. Install fasteners no farther than 8 inches apart around the outside edges and 12 inches apart on intermediate 16 inch centers. Stagger fasteners on opposing panel edges. Fasteners on outside edges shall be located 1 inch from panel edge. F Alternative installation, panels maybe glued to the backer board per manufacturer's instructions. G. Seal all corner seams, ceiling and base junctures, and fastener holes with clear silicone sealant. End of Section J•\Production Masters\Docs\Project Specs\Div -9\Sec -09986 05/20/09 1 This Page Left Blank J•\Production Masters\Docs\Project Specs\Div -9\Sec -09986 05/20/09 2 r t DIVISION 10 SECTION 10426 SIGNAGE (AutoZone Furnished and Installed Contractor Coordinated) PART 1 GENERAL 1.01 GENERAL REQUIREMENTS A. This specifications contained in this section covers both wall mounted and freestanding signs. This signage will be AutoZone furnished and installed; however General Contractor will be responsible for coordination and directing the installer performing the installation. B. AutoZone's sign vendor will be responsible for the following: 1 Manufacturing all signage for the project unless noted otherwise in the drawings. 2. Identifying and contracting with the installer to be used for the project and communicating that information to the General Contractor 3. Securing all required sign permits by the time the project commences construction. 4 Shipping all signage, drawings and instructions to the installer within two (2) weeks after commencement of construction. 5. Installation and final cleaning of all signage vendors has manufactured for the project. C. General Contractor will be responsible for the following: 1 Ensuring that the foundation for the freestanding sign as well as the building walls are ready to commence the sign installation no later than two (2) weeks before the "Set -up In Date' Failure to meet this criterion may result in penalty being assessed against the General Contractor 2. Provide an electrical sub contractor who will make all final electrical connections and run all primary wiring for sign circuits so that sign installer can confirm that all signage is working properly prior to his leaving the job site. 3. Provide general coordination that will allow the installing contractor access to the areas of the project where signs are to be installed. 4 Use of the project's dumpster to discard any waste material generated by the sign installation. D AutoZone will pay for the manufacturing, shipping and installation of project signage. 1.02 SIGN TYPES A. Wall Signs: 1 Cloud Signs: Internally illuminated and consisting of a polycarbonate face and a separate ABS' back that is attached to the face of the wall. The sign is made up of multiple sections that fit together with the overall size and location to be indicated on drawings. 2. Channel Letter Signs: Internally illuminated and consisting of metal channel letters with polycarbonate faces either pre- mounted on a metal raceway which is then attached to the face of the wall, or each letter is individually attached to the face of the wall. The sign is made up of multiple sections that fit together with the overall size and location to be indicated on drawings. B. Freestanding Signs: 1 Pylon Signs: Internally illuminated and consisting of a metal cabinet with "flex- face" faces supported by a single pole. The sign will be attached to its required foundation per engineered drawings, with the overall size and height of sign to be indicated on drawings. 2. Monument Signs: Internally illuminated and consisting of a metal cabinet with either "flex- face" pan- formed, push- through letters, or vinyl on Lexan faces supported by a single pole which is then covered with other material to form a monument base. The sign will be attached to its required foundation per engineered drawings with the overall size and height of this sign to be indicated on drawings. 1.03 ELECTRIC REQUIREMENTS A. Unless otherwise specified, all cloud signs and freestanding signs are to have T12 daylight high output, low temperature, fluorescent lamps. Lamp spacing shall be per the drawings and provide an overall even level of illumination. B. All signs must be built to Underwriters Laboratories (UL) specifications, using UL approved component parts. Each new electric sign shall bear the UL label which shall be installed in plain view according to local code requirements. J•\Production Masters\Docs\Project Specs\Div- 10\Sec 10426 05/20/09 1 C. Each new cabinet shall be provided with a waterproof external disconnect safety switch, located as required by codes. D Sign vendor shall provide all wiring within the sign along with a pigtail of sufficient length is required by the drawings so that the General Contractor's electrical subcontractor can make the final electrical connection. 1.04 CODE REQUIREMENTS A. If a conflict arises between any code requirement and what is shown or called for in the drawings and or specifications the more stringent shall govern. 1.05 SIGN WARRANTIES A. All warranties shall commence from the date of sign installation and run for the period attributable to each item B. Cloud sign faces and backs shall be warranted for a period of ten (10) years against fading, discoloration and cracking. C Arlon Signtech heat transfer flex faces with F/X clearcoat protective coating shall be warranted for a period of eight (8) years against fading, discoloration and delamination. D LED lighting, power supplies and other components shall be warranted for a period of five (5) years against all defects. E. Electronic lighting ballasts shall be warranted for a period of three (3) years against all defects. F Fluorescent lamps shall be warranted for a period of one (1) year against all defects. G All other aspects of the sign including but not necessarily limited to metal cabinets, channel letters, plexiglass lexan faces and steel supporting structures shall be warranted for a period of one (1) year against all defects including fit, finish and merchantability PART 2 PRODUCTS 2.01 MATERIALS A. Cloud Signs 1 Sign Back: White formed ABS SP -910 plastic 177 inches thick, Korad- capped. 2. Sign Face: White pan formed polycarbonate plastic 150 inches thick with processed graphics. Colors shall be processed to match PMS 485 Red and PMS 165 Orange and applied in locations shown on drawings. 3. Vertical Brace: Aluminum 2 inches wide by 3/16 inches thick, lengths and number per specific sign drawings. 4 Fluorescent Lamps: General Electric T 12 cold weather rated; lengths and wattage per specific sign drawings. 5. Tombstones: Kulka 583GDF two required per lamp. 6. Lighting Ballast: Advance electronic sized per load requirement. 7 Gasket Tape: Polyflex 136. 8. Wall Anchors: Non corrosive, 3/8 inch diameter, toggle bolts for EIFS locations and lag bolts and shields for masonry locations. Lengths shall be appropriate for the thickness of the substrate material with the minimum length being 2 1 /2 inches. B. Channel Letters: 1 Letter Stripe Sides and Back: Aluminum .063 inches thick and painted gloss black on the exterior of the letter stripe and white on the interior Dry film thickness shall be 2.2 mils minimum and 2.5 mils maximum 2. Letter Stripe Face: Pigmented plexiglass 3/16 inch thick, colors red #2662 and orange #2119. 3. Trim Black 1 inch jewelite trim with #8 sheet metal screws for attachment 4 Raceway Where required shall be aluminum .080 inches thick four sided with a removable face for access to power supplies. Raceways shall be primed white with a minimum dry film thickness of 2.2 mils. 5. LED Lighting: General Electric Tetra LED System as manufactured by GELcore. LED strips shall have 5 LEDs per foot and shall utilize the appropriate GELcore power strip for the total number of LEDs required. LEDs within the letters shall red /red color and for the stripes red /orange color J•1Production Masters\Docs\Project Specs\Div- 10 \Sec -10426 05/20/09 2 6. Paint: Acrylic enamel polyurethane as manufactured by Matthews Paint Company Pleasant Prairie, WI Colors shall be series 42 -204 Gloss Black and 42 -202 White. 7 Wall Anchors: Non corrosive, 3/8 inch diameter toggle bolts for EIFS locations and lag bolts and shields for masonry locations. Lengths shall be appropriate for the thickness of the substrate material with the minimum length being 2 1 /2 inches. C. Pylon and Monument Signs: 1 Cabinets: Constructed of extruded aluminum angles and components having a minimum thickness of 125 inches and sheet aluminum fillers having a minimum thickness of .063 inches. 2. Cabinet Supporting Structure: Constructed of steel of size and thickness required for wind Toads all as called for on drawings. 3. Paint: Acrylic enamel polyurethane as manufactured by Matthews Paint Company Pleasant Prairie, WI. Colors shall be series 42 -204 Gloss Black and 42 202 White. 4 Vents: Two inch round aluminum located per drawings. 5. Faces: For standard prototypical signs Arlon Signtech Flexface heat transfer with clear coat glasscoat protective coating having a minimum thickness of 0225 millimeters. For multi- tenant panel replacements, Lexan panels decorated with Arlon Signtech pressure sensitive vinyl which has the FX protective coating applied. Colors to be: AutoZone Red Arlon Signtech Colortac Vinyl #2662 AutoZone Orange Arlon Signtech Colortac Vinyl #2119 Black Arlon Signtech Colortac Vinyl #2025 6. Fluorescent Lamps: General Electric T 12 cold weather rated; lengths and wattage per specific sign drawings. 7 Tombstones: Kulka 582CDF two required per Tamp. 8. Lighting Ballast: Advance electronic sized per load requirement. 9. Anchor Bolts: Steel complete with fastening and leveling nuts and washers and of sizes and shapes as shown on drawings. 10. Grout: Non shrink with 2500 psi compressive strength. PART 3 EXECUTION 3.01 INSTALLATION A. General: 1 Installation procedures and requirements itemized below are the same for all sizes and lengths and types of signs. 2. The sign installer shall inspect all components for shipping damage as called for in paragraph 1.01 all visible damage must be noted on the bill of lading at the time of receipt of the signs; hidden damage must be reported within 72 hours of receipt of signage otherwise shipping company shall have no responsibility for replacements. Exercise caution in removing the crating material used to protect the sign during shipping. 3. The use of ladders, scaffolding or a sign crane in the process of installing signs must be in compliance with the requirements of the Code of Safe Practice for Contractors Suppliers. 4 Make sure that all power to sign junction boxes as well as power to any overhead line in the area of installation is turned off prior to commencing installation. 5. All work must comply with either local electrical code or the latest version of the National Electric Code which ever is the more stringent. 6. All work associated with the installation of signage must comply with local zoning, building and safety requirements; and all required permits must be issued and in hand rior to beginning any work on the site. 7 Inspection requests and compliance with local codes and inspections shall be the responsibility of the installing sub contractor Final inspection documents issued by the approving agency shall be provided to AutoZone upon completion of the work. 8. All preparatory work required for the installation of all signs shall be accomplished so that the signs can be installed a minimum of 30 days prior to the scheduled store opening date. B. Cloud Signs: 1 Measure and layout cloud sign location to match the approved elevation drawings. Fasten the installation layout pattern furnished by the sign manufacturer in the proper location on the J•\Production Masters\Docs\Project Specs\Div- 10\Sec 10426 05/20/09 3 building wall face. Ensure pattern is centered on painted orange graphic band and or is located per all dimensions on the elevation drawings. 2. Locate, mark and drill all electrical and attachment penetrations per the pattern. 3. Remove faces from the section to be installed, locate and remove lifting point plug bolts, there are typically two per sign section. Attach eye bolts or appropriate lifting angles with existing plug bolts. 4 Lift section to mounting location and align with the fastener hole pattern; install aluminum pass thru sleeve with sealant. Install 20 foot whip thru sleeve, visually review sign alignment with adjacent painted graphic color bands and or other sign sections. If no further alignment is required, tighten and secure all fasteners for that section. 5. Repeat the above steps for each section of the sign until all sections are in place and the sign is complete. 6. General Contractor's electrical sub contractor can now make the final electrical connections which will energize the sign. 7 Test light the sign and inspect all components to ensure all lamps are illuminating properly repair and or replace all components that are not working with like specified material. Confirm that all cut off toggle switches are in the on position, drain holes are free and clear and there is no debris left inside the cabinet, then reinstall faces and plug bolts. Install sealant at all required locations to ensure a watertight sign. 8. Clean sign faces per the requirements of paragraph 3.02 below C. Channel Letter Signs: 1 Measure and layout sign location to match the approved elevation drawings. Fasten the installation layout pattern furnished by the sign manufacturer in the proper location on the building wall face. Ensure pattern is centered on painted orange graphic band and or is located per all dimensions on the elevation drawings. 2. Locate, mark and drill all electrical and attachment penetrations per the pattern. 3. After mounting location has been finalized and the penetrations have been completed, remove the pattern and begin mounting individual letters to either the building or to the raceway depending on the type of installation called for Secure all fasteners and inspect workmanship for proper mounting. Repeat for each letter and stripe. 4 Attach the power supply using #8 or #10 screws to the back of the channel letter inside the raceway or inside the building depending on the type of installation called for on the drawings. Maintain a 0.5 inch clearance from any side of the power supply to the walls of the channel letter, raceway or any other obstruction. If more than one letter is to be attached to a single power supply ensure that each of the supply wires is the same length. Each letter will come with 20 feet of supply wire attached to the letter 5. Locate power supplies and set dip switches relative to each letter or stripe in accordance with manufacturer's printed instructions and the requirements of installation drawings from the sign manufacturer 6. General Contractor's electrical sub contractor can now make the final electrical connections which will energize the sign. 7 Test light the sign and inspect all components to ensure all LED's are illuminating properly repair and or replace all components that are not working with like specified material. Confirm that all cut off toggle switches are in the on position, drain holes are free and clear and there is no debris left inside the cabinet, then reinstall faces. Install sealant at all required locations to ensure a watertight sign. 8. Clean sign faces per the requirements of paragraph 3.02 below D Pylon and Monument Signs: 1 General Contractor shall construct foundation and locate anchor bolts furnished by the sign manufacturer or construct the foundation with a direct bury support pipe all as called for per the signed and sealed engineering drawings for the project. Do not set sign until concrete has properly cured and reached specified design strength. 2. Ensure conduit for primary electrical feed is in place prior to pouring foundation and is projecting above the top of the foundation to a height equal to the hand hole for a pylon sign, or the top of the supporting pipe structure in the case of a monument sign. J•\Production Masters\Docs\Project Specs\Div- 10\Sec 10426 05/20/09 4 3. For pylon signs, the installing contractor is to install freestanding sign by placing sign straps around steel support pipe and lift onto anchor bolt leveling nuts washers, level sign base plate and install top locking nuts washers. Sign installer is to energize the is no debris left inside the cabinet, correct all deficiencies before placing sign straps thru eye bolts on top of the cabinet and lifting sign from crate allowing secondary wiring to hang out of stub pipe of cabinet. Installer to drop secondary wiring down pole to the hand hole in the support pipe and then drop end of stub pipe down into steel pipe. Installer to adjust the sign cabinet to its proper position as called for on the drawings then, weld steel cap ring to top of steel pipe. Welds are to be uniform around the circumference of the pipe. Installer to touch -up steel pipe with gloss black where strap marks show and paint welded areas at the top of the structure as well as all exposed steel at the bottom of the structure gloss black. 4 For monument signs, installing contractor to energize sign cabinet to check for proper lighting, confirm that all drain holes are free and clear and there is no debris left inside the cabinet, correct all deficiencies before placing sign strap thru eye bolts on top of cabinet and lifting sign from crate. Open hinged face of cabinet and while lifting sign cabinet over pipe support, feed electrical wires into column. Continue to lower sign cabinet on to pipe support which should be positioned between the aluminum pole guides within the cabinet. With hinged face open bolt the 3' x 3' x 'A" weld angles in place at the top bottom of cabinet with hex head bolts, then adjust the sign to its proper position as called for on the drawings, weld the angles to the column at the top bottom of the cabinet. Paint all exposed steel within the cabinet area white to match white column and close hinged face and re- secure. 5. Clean sign faces per the requirements of paragraph 3.02 below 3.02 CLEANING A. General 1 Do not use any solvent based or abrasive cleaners. 2. Do not use steam cleaners, pressure washers, or hot water 3. Do not use compressed air to clean any part of any sign. 4 Do not attempt to clean sign while the sign is energized. B Supplies Required 1 Mild detergent cleaner like Meguiare's soft car wash gel. 2. Clean car wash mitt or soft cloth. 3. Bucket filled with cool water 4 Standard lawn and garden hose. 5. Low pressure cold water source (less than 100 psi). 6. Terry cloth towels or chamois. 7 Shop vac with brush attachment. 8. 2' or 4' paint brush or soft parts brush. C. Sign Exteriors 1 Rinse the loose dirt off the outside of the sign using the hose and a low pressure cold water supply Always point the hose down at a 45 degree angle. Start at the top of the sign and work your way down. Do not direct any water into any vents or louvers. 2. Thoroughly mix a small amount of the detergent with the cool water in the bucket. 3. Using the wash mitt or soft cloth, gently wipe the sign and faces with soapy water in a circular motion. Start at the top of the sign and work down to the bottom. 4 Rinse off the outside of the sign as well as the faces using the hose and a low pressure cold water supply Always point the hose down at a 45 degree angle. Start at the top of the sign and work your way down. Do not direct any water into any vents or louvers 5. Dry sign faces with soft terry cloth towel or chamois. 6. For pylon signs, wash poles and cabinets with the same solution. Rinse poles, cabinets and faces off using hose, always pointing hose down at a 45 degree angle. Start at the top of the pole and work your way down. Rinse the faces last and be sure to remove all soapy residue. End of Section J•\Production Masters\Docs\Project Specs\Div- 10\Sec 10426 05/20/09 5 This Page Intentionally Left Blank J•\Production Masters\Docs\Project Specs\Div- 10\Sec 10426 05/20/09 6 DIVISION 10 SECTION 10800 TOILET ACCESSORIES PART 1 GENERAL 1.01 GENERAL REQUIREMENTS A. Contractor shall furnish and install all toilet accessories, as well as provide any other items necessary to provide for a complete project meeting all local or governing requirements whether items are specifically scheduled or not. B. All accessories are surface mounted provide all concealed blocking required to anchor each item PART 2 PRODUCTS (Provide only as scheduled below) 2.01 MATERIALS A. Men's Toilet 1 Toilet Paper Holder InterDesign White. 2. Paper Towel (roll) Holder InterDesigns White. 3. Grab Bar 36 inches long Bobrick #B- 5806.99x36. 4 Grab Bar 42 inches long Bobrick #B 5806.99x42. 5. Framed Glass Mirror Bobrick #B -165, 18x36, 18 inches wide by 36 inches high. 6. Mop Holder Bobrick #B223 x 24 inches long (mounted above mop sink) B. Women's Toilet 1 Toilet Paper Holder InterDesign White. 2. Paper Towel (roll) Holder InterDesigns White. 3. Grab Bar 36 inches long Bobrick #B- 5806.99x36. 4 Grab Bar 42 inches long Bobrick #B- 5806.99x42. 5. Framed Glass Mirror Bobrick #B -165, 18x36, 18 inches wide by 36 inches high. C InterDesign toilet paper and towel holders are available through: Resource Maintenance Inc. P O.Box 5144 7129 Weddington Road Concord, NC 28027 Attn. Thomas N. Booe or Michelle Booe Tel. 704- 792 -1255 Tel. 704-782-1526 Fax 704 -794 -9719 PART 3 EXECUTION 3.01 INSTALLATION A. Install all accessories plumb, level and securely anchored into position. B. Install all toilet accessories in strict accordance with manufacturers printed instructions. C All anchoring devices shall be placed into concealed blocking. J•\Production Masters\Docs\Project Specs\Div 10\Sec 10800 1 End of Section 05/20/09 This Page Left Blank J•\Production Masters\Docs\Project Specs\Div- 10\Sec 10800 05/20/09 2 DIVISION 15 SECTION 15400 PLUMBING PART1 GENERAL 1.01 WORK INCLUDED A. Include all labor and material (unless noted otherwise) required to complete all plumbing work called for in the Contract Documents or required by approving authorities. Work shall include, but not necessarily be limited to the following: 1 Storm water and or roof drainage piping system 2. Gas piping 3. Sanitary drainage and vent system piping 4 Hot and cold domestic water system piping and condensate piping 5. Pipe supports and insulation. 6. Valves and cocks 7 Plumbing fixtures 8. All existing drain and sewer lines are to be cleaned from tie -in back to tap at main 1.02 UTILITIES and SERVICE A. See Section 01010 for specific requirements PART 2 PRODUCTS 2.01 GENERAL A. Materials first listed below have been done so in order to meet all general code and ordinance requirements. Alternative materials may be used if approved by the local governing authority and AutoZone. 2.02 PIPE SERVICE A. Soil, Waste Vent (inside bldg.) B. Soil Waste (outside bldg.) C Domestic Water (below grade) D Domestic Water (above grade) E. Domestic Water Main (to within 5' of bldg.) F Condensate (inside bldg.) G. Natural Gas (above grade) H. Natural Gas (below grade) 2.03 JOINTS AND COUPLINGS SERVICE A. Soil, Waste Vent (inside bldg.) B. Soil Waste (outside bldg.) C Domestic Water (below grade) D E. F Domestic Water (inside above grade) Condensate (inside bldg.) Natural Gas J•\Production Masters\Docs\Project Specs\Div- 15 \Sec 15400 1 MATERIALS A. Cast Iron, or PVC -DWV with NSF Seal) B. Cast Iron, or PVC -SDR C Type "K" copper or CPVC D Type "L" copper, hard drawn E. Type "K" copper or CPVC F PVC G Schedule 40, Black Steel H. Schedule 40, Black Steel with factory applied protective coating. MATERIALS A. Cast Iron bell spigot, mechanical, or PVC DWV B. Cast Iron bell spigot, mechanical, or PVC SDR, bell and flexible elastomeric rings. C. Wrought copper CPVC No joints shall be allowed under building pad. D Wrought copper 95/5 tin antimony solder E. PVC -DWV F Steel, under 2 inch threaded, over 2 inch welded 05/20/09 2.04 PIPE INSULATION SERVICE A. Domestic Cold Water Piping B. Domestic Hot Water Piping C. Condensate A. B. C MATERIALS Imcolock and Imcolshield Polyolefin 1 inch thick Above grade Same as cold water piping. Below grade Closed cell pipe insulation 3/8 inch thick suitable for underground use. Same as cold water piping when located indoors. 2.05 VALVES AND COCKS A. Valves and cocks shall be selected to suit the function intended and sized to connect to adjoining piping. B. Acceptable Manufacturers: 1 Crane 2. Jenkins 3. Lunkenheimer 4 Nibco -Scott 5. Nordstrom 2.06 DRAINS, CLEANOUTS and HYDRANTS A. Floor Cleanout: Cast iron body with tapered bronze plug, threaded adjustable nickel bronze top and round satin nickel secured scoriated access cover Wade 8130AF, Zurn Z 1400, or Smith 4890. B. Wall Cleanout: Cast iron ferrule with spigot outlet and threaded brass countersunk plug drilled and tapped for 1/4 20 screw Provide round stainless steel access cover with 1/4 20 x 3 -1/2 center screw Wade 8550 and 8480R, Zurn Z 1441 or Smith 4436. C. Grade Cleanout (Paving): Cast iron body with tapered bronze plug, threaded adjustable nickel bronze top and round satin nickel secured scoriated access cover Wade 8130AF Zurn Z 1400, or Smith 4890 D Grade Cleanout (Landscape): PVC hub with raised head plug. E. Wall Hydrant: 3/4 inch non freeze, with straight inlet connections, anti siphon backflow preventer bronze casings, and chrome plated bronze box with locking cover size to suit wall construction, Wade series 8600 -175, Zurn Z 1305, or Smith 5509QT F Yard Hydrant: 3/4 inch non freeze, with straight inlet connections, as manufactured by Woodford Manufacturing Co. See drawings for specific model required. G. Floor Drain (if required): One piece cast iron body for installation in an unfinished structural floor slab; with nickel- bronze strainer secured slotted grate, and trap primer if required, Wade 1100STD Zurn Z 315, or Smith 2005. H. Roof Drain (if required): One piece cast iron roof drain with flashing ring and polypropylene mushroom dome, Wade 3220, Zurn Z 121 or Smith 1010. 2.07 WATER HEATER (AutoZone Furnished Contractor Installed) A. Electric Water Heater Instant, tankless with electrical connections by Electrical Contractor 2.08 BACKFLOW PREVENTER (if required by code) A. Watts No. 909 series reduced pressure backflow preventer Provide with air gap and drain line to the mop sink. If unit is installed, Contractor shall test the entire system make repairs or adjustments as required, and tag all valves. 2.09 PLUMBING FIXTURE SCHEDULE American Kohler Eljer Standard P -1 Toilet (elongated) 1 6 gpf 'Cadet' #2998.800 "Highline' #K -3427 'Patriot" #091 2125 Flush controls shall be handed so that the control will be on the side adjacent to the lavatory J \Production Masters\Docs\Project Specs\Div- 15 \Sec 15400 05/20/09 2 American Kohler Eljer Standard P -2 Lavatory 'Lucerne' #0355.012 'Greenwich' #2032 'Delwyn' #051 1634 Faucet Moen #8800, 4 inch centers, 4 inch wrist blade with 1/4 turn handles, washerless cartridges, and Moen #116711 1.5 gallon per minute aerator Drain Moen offset chrome plated tailpiece. P -3 Service Sink Fiat #MSB -2424 or Mustee #63M Faucet Moen #8124 P -4 Water Fountain Handicap accessible dual height: Elkay EZTL -8C or Halsey Taylor HTV8BL -Q P -5 Urinal (if Req'd.) 'Trimbrook' #6561.017 "Bardon" #K- 4960 -T 'Savon" #161 1090 Flush Valve Sloan #186 -1 or Zurn #Z6003AV -EWS PART 3 EXECUTION 3.01 PIPE and JOINT INSTALLATION A. Install piping concealed unless otherwise specifically approved by Owner B. Provide uniform pitch of 1/4 per foot for horizontal waste and soil piping within building unless noted otherwise on drawings. Pitch bends for proper drainage C Install vent piping with each bend 45 degrees minimum from horizontal. D Do not allow copper piping to make direct contact with concrete or dissimilar metals. E. Where water piping penetrates floor or walls, accurately place non metallic sleeves of proper sizes to accommodate pipe and insulation. After installation, completely seal all penetrations. F Provide clearance for installation of insulation and for access to valves, drains and unions. D Install piping to allow for expansion and contraction without stressing pipe or connected equipment. H. Apply insulation to clean, dry surfaces only in accordance with manufacturer's printed instruction. Do not use staples. I. Insulation shall be continuous through hangers, sleeves, openings and around fittings, valves and unions. J. Insulate all water piping. 3.02 VALVE INSTALLATION A. Install valves with stems upright or horizontal, not inverted. B. Install ball valve for shutoff and to isolate equipment. C. Provide plugs cocks for gas service at entry to building and at equipment. D Pipe sizes 2 inches and smaller will be threaded. E. Pipe sizes larger than 2 inches will be flanged. F Adapters for copper tubing shall be solder or screw to solder 3.03 BURIED PIPE INSTALLATION A. Install all below grade so that it will be continuously supported for its entire length. B. Provide a minimum of 18 -inch earth cover for exterior water piping. Where frost depth exceeds 18 inches provide earth cover as required by local code. C. Install waste lines outside the building lines at a minimum slope of 2 percent unless indicated otherwise in drawings. D Install same type piping material specified for inside building to 5 feet outside of building. E. Coat below grade gas piping with asphaltum paint. Protect from damage during back filling. 3.04 FIXTURE INSTALLATION A. Set fixtures square, plumb, and rigidly secured in place in accordance with all printed instructions. B. Install toilets so the flush control will be on the open side of the toilet adjacent to the lavatory in order to meet the handicapped requirements. C Install wall mounted fixtures with wall carriers to suit conditions and occupancy use. D Provide chrome plated traps and tailpieces and escutcheons where exposed to view J•\Production Masters\Docs\Project Specs\Div- 15 \Sec -15400 05/20/09 3 E. Provide insulating and protective devices for all exposed plumbing under lavatories as required by handicapped codes. F Install piping to instant tankless hot water heater in accordance with the water heater manufacturer's instructions. G. Run piping for exterior wall mounted hose bibs, if required or shown on the drawings, overhead and down inside face of masonry wall on the warm side of insulation. Water line concealed in drywall shall be insulated. Provide cut -off and winterization vent valve in water line at under side of roof deck before line turns down wall. H. Install yard hydrant in strict accordance with manufacturer's printed instructions. Lubricate cleanout plugs with mixture of graphite and linseed oil. After grade pads have been poured and prior to final inspection remove cleanout plugs, relubricate and reinstall using enough force to ensure a permanent, leak -proof joint. End of Section J•\Production Masters\Docs\Project Specs\Div- 15 \Sec 15400 05/20/09 4 DIVISION 15 SECTION 15500 HEATING AIR CONDITIONING PART 1 GENERAL 1.01 GENERAL REQUIREMENTS INFORMATION A. Contractor shall be responsible for all permits; coordinate roof openings and framing for equipment; and the first year labor and parts warranty on all equipment. B. The Venstar control system consists of sensors, thermostats, equipment control pacs and a data concentrator communicator One equipment control pac will be located inside each roof top unit and the data concentrator is to be located in the telephone closet. C The following roof top units will come to the job site with factory installed and wired sensors and control pac: Carrier model numbers 48HJD007 48HJD008, 48HJD012, 50HJ007 50HJ008, 50HJ012, 5OHJ0007 5OHJQ008, and 5OHJQ012. For all other size Carrier units, as well as all units at 460 volts, the Venstar sensors and control pac will have to be field installed by the Contractor Additionally for all existing roof top units that are scheduled to be reused, the Venstar sensors and control pac will need to be field installed by the Contractor All other devices which make up the Venstar system are to be installed by the Contractor in accordance with the location and wiring diagrams in the drawings. PART 2PRODUCTS 2.01 PACKAGE ROOF TOP UNITS (AutoZone Furnished Contractor Installed) A. Individual package roof mounted heating and cooling units, roof curbs, pre- fabricated ductwork, and grilles, Venstar communicating HVAC controls, sensors, thermostats, along with accessories (economizers, firestats, and or smoke detectors) as required by local code. See drawings for specific schedule of quantity and capacity of units. 2.02 TOILET EXHAUST FANS (Fans Only AutoZone Furnished Contractor Installed) A. Broan #503 side discharge, 5.0 Sones, 160 CFM. B. Contractor shall furnish and install Broan 401 duct and #639 wall cap for each toilet exhaust fan. 2.03 VENSTAR COMPONENTS (AutoZone Furnished Contractor Installed) A. Communicating Thermostats: One per unit. B. Data Concentrator Communicator One per store C Outside Air Temperature Sensor One per store PART 3EXECUTION 3.01 INSTALLATION A. For all buildings, position roof curb on top of deck directly over steel angle frame between bar joists. Attach the curb to the angle frame with screws through the thickness of the deck. B. Set rooftop equipment level and square on curb and provide watertight seal for ductwork and utility connections. Do not cut holes in the bottom of the unit. Install all accessories (economizers, firestats, and or smoke detectors) as required by local codes. Install pre- fabricated duck work and adjust supply grilles for optimum air distribution. C. Install Venstar HVAC equipment and components in locations shown on the drawings. All low voltage wiring shall be installed per the manufacturer's specifications and printed instructions. D Install toilet exhaust fans with housing anchored to ceiling structure and grille with full perimeter contact to ceiling. Install ductwork per SMACNA requirements for low- pressure systems. Wall cap shall fit tightly with full perimeter caulked watertight. 3.02 TEST AND STARTUP A. Test system for refrigerant Teaks after installation; repair all Teaks to place system in operation. If start up occurs in winter shut down refrigerant system and repeat startup and testing at start of first cooling season. Replace filters prior to final inspection. B. Thermostat settings: Summer 78 degrees F Winter 68 degrees F J•\Production Masters\Docs\Project Specs\Div -15 05/20/09 1 3.03 WARRANTY A. Contractor shall warranty covering workmanship and installation of equipment for 1 year B. Supplier shall warranty parts and labor for 1 year on any component replacement. End of Section J•\Production Masters\Docs\Project Specs\Div 15 05/20/09 2 DIVISION 16 SECTION 16050 BASIC ELECTRICAL PART 1 GENERAL 1.01 WORK INCLUDED A. Include all labor and material (unless noted otherwise) required to complete all electrical work called for in the Contract Documents or required by approving authorities. Work shall include, but not necessarily be limited to the following: 1 Conduit, Power Poles, Wire, and Cable 2. Boxes, Wiring Devices and Safety Switches. 3. Primary wiring, conduit and final connections for all sign circuits 4 Conduit and pull wire for data and telephone cable runs from phone board to roof deck 5. Conduit and pull wires for Satellite System Cable 6. Conduit and wire for Venstar Lighting Control System 7 Conduit for Venstar HVAC Control System (Wiring by Mechanical Contractor) 8. Conduit and pull wires for Security System (Wiring N. I. C.). 9. Electric Instant Water Heater (Plumbing under Division 15) 10. Devices and wiring which must be completed after store fixtures have been set. 11 Field- testing. 12. Electric Service Entrance and Utility Coordination: Including complete connection to utility service point. Provide conduit, wire and equipment necessary per local utility company requirements. 13. Telephone Service Entrance and Utility Coordination: Including complete conduit connection to utility service point. 1.02 UTILITIES and SERVICE A. See Section 01010 for specific requirements 1.03 QUALITY REQUIREMENTS A. Provide UL approved materials and devices. B. Comply with the most current version applicable of the NFPA 70: National Electrical Code as a minimum standard. Comply with more stringent local requirements if applicable. PART 2 PRODUCTS 2.01 CONDUIT A. Rigid: Galvanized steel with threaded couplings. Intermediate grade may be used instead of rigid where permitted by NEC. B. Thin Wall (EMT): Galvanized steel with liquid tight compression type couplings in concrete slabs, and set screw couplings in dry locations. C Nonmetallic: Rigid PVC, Schedule 40, with factory made bends, joints solvent welded. D Flexible Conduit (Greenfield) Spirally wound interlocked steel armored raceway conforming to NEC 350 and UL. E. Metal Clad Cable (MC): Factory assembled 12/2 with ground conforming to NEC 334 and UL1569. F Power Poles: Hubbell, two compartment, painted white, furnished by AutoZone, installed by Contractor 2.02 OUTLET, SWITCH, JUNCTION, and PULL BOXES A. Boxes: Galvanized steel, sized for application, and conforming to NEC and UL Requirements. B. Exterior Boxes: Weatherproof type with threaded hubs and gasket covers. 1 Exterior outlet boxes at the front of the store shall have weatherproofed "while in use" covers. 2. Exterior outlets installed on the roof top units shall have weatherproof "while in use' covers in the following states: Maine, New Hampshire, Vermont, Massachusetts, Rhode Island, Connecticut, New York, Pennsylvania, Michigan, Wisconsin, Minnesota, North Dakota, South Dakota, Washington, Montana, Idaho, Wyoming, Colorado, Nebraska, Iowa, Kansas, Ohio, Northern half Indiana, Northern half Illinois, and the District of Columbia. C. Floor Boxes: Rigid PVC with protective cap. J•\Production Masters\Docs\Project Specs\Div- 16\Sec. 16050 05/20/09 1 2.03 CONDUCTORS A. Soft drawn copper of not Tess than 98% conductivity B. Size No. 8 AWG and larger shall be stranded, and sizes smaller than 8 AWG shall be solid. C Minimum wire size shall be No. 12 AWG unless noted otherwise. Increase wire one size if length of branch circuit is 100 feet or more. D All conductors shall be insulated and rated 600 volts at 75 degrees Centigrade. Use THWN insulation on building and branch circuit wiring unless otherwise indicated on drawings. 2.04 WIRING DEVICES A. Wall Switches: Specification grade, quiet make break design, toggle handle, rated 20 AMP 120 V B. Receptacles: Specification grade, full gang size, polarized duplex, parallel blade, U- Grounding Slot, rated 20 AMP 125 Volt, color to be ivory except as noted below 1 Receptacles located in kick plate or wall areas to be painted black shall be Black. C. Cover Plates: General use bakelite with smooth finish and rolled outer edges. Color to match device. D Safety Switches: General duty, fusible types, with NEMA Type 1 enclosure for interior locations, and Type 3R enclosure for exterior locations. E. Acceptable Manufacturers: 1 Arrow Hart 2. Bryant 3. Crouse -Hinds 4 General Electric 5. Hubbell 6. Pass Seymour F Quick Connect Relock: Lithonia factory wired, with 11 foot of cable attached, both one and two circuit models, furnished by AutoZone, installed by Contractor 2.05 WATER HEATER (AutoZone Furnished Contractor Installed) A. Electric Water Heater Tankless, Powerstream Model RP 1P dual voltage, 208 volt, 71 kw rated at 35 amps or 240 volt, 9.1 kw rated at 40 amps. PART 3 EXECUTION 3.01 CONDUIT INSTALLATION A. Use rigid conduit or PVC conduit in earth and where exposed to weather Make joints with standard thread couplings or unions. Protect newly cut conduit threads with graphite, grease, or other rust resistive, non insulating compound. Use double lock nuts at terminations. B. PVC conduit may be used for underground feeders from service entrance to panels, to site lighting, and to pylon billboard signs only Use rigid steel, long radius elbows on risers from underground conduit. Provide "THW' copper grounding conductors for entire length of nonmetallic conduit and connect to rigid steel. Size per NEC. C. Use EMT only in dry protected areas where not subject to mechanical damage and in accordance with the latest issue of the NEC. Install EMT a minimum of 1 1/2" below the roof deck; do not install either EMT or junction boxes tight to the underside of the roof deck. D Install moisture seal where conduits penetrate outside walls or slabs -on- grade. E. Secure conduits to building structure at intervals of not more than 5 feet for sizes up to and including, 2 inch; and at intervals not to exceed 8 feet for larger sizes. F Run conduits concealed wherever possible. Exposed runs shall be installed in neat, symmetrical lines parallel to, or at right angles to building lines. G Install conduit a minimum of 6 inches from any water lines. H. Terminate conduit at equipment subject to vibration with flexible connections. In wet locations, use Neoprene or Polychloroprene covered flex with watertight fittings. Provide for continuity of ground. I Install conduit system with pull wire for Venstar HVAC control wiring. See drawings for all required locations. J. Install conduit system for Venstar Lighting Control system See drawings for all required locations. K. Install conduit with pull wire for alarm system where indicated on drawings. J \Production Masters\Docs\Project Specs\Div- 16\Sec. 16050 05/20/09 2 L. Install conduit for telephone service entrance. Service entrance shall be underground from telephone equipment board in building to point of connection at either telephone company ground mounted pedesta or utility pole. M. Metal Clad (MC) cable may only be used for feed to branch lighting circuits from home run junction box at roof deck. Application and installation of MC Cable must comply with NEC Article 334 N. Install power poles where shown on the drawings and in a manner recommended by pole manufacturer Provide all necessary accessories to complete the required installation of circuitry and devices. 3.02 OUTLET, SWITCH, JUNCTION, and PULL BOX INSTALLATION A. Install outlet, switch and junction boxes slightly recessed to allow for full perimeter contact of device cover plates. B. Install boxes for convenience outlets 12 inches above floor unless otherwise indicated on the drawings. C Install switch boxes 4 -0' above floor and on the strike side of doors unless otherwise indicated on the drawings. D In masonry construction, height of boxes may be adjusted slightly to fit coursing. Install sealant between the edge of the box and the adjacent wall surface prior to installing the cover E. Set boxes for floor outlets flush to floor, unless otherwise indicated on drawings. F Install junction or pull boxes at each conductor splice connection point, junction point, or pull point for the connection of conduit. 3.03 CONDUCTOR INSTALLATION A. Maintain color- coding throughout electric system B. Minimum conductor size shall be 12 AWG unless shown otherwise. C. Increase conductor one size if length of branch circuit is 100 feet or more. D Make conductor lengths identical for parallel feeders. E. Provide solder less connections only 3.04 DATA, TELEPHONE CABLE POWER POLE INSTALLATION A. Install conduit and pull wires from the top of the telephone equipment board to the roof deck in stores with exposed structure, or to above the suspended ceiling in stores with ceilings. Conduit sizing shall be as shown on the drawings. B. AutoZone's representative will install all Cat. 5 data and telephone cable. C. Power poles for the check -out pod, parts pods and the test center will come with those fixtures and will be pre -wired with outlets and a mating quick relock device. The pod fixtures will have provisions to receive the power poles and once in place they should be self supporting. AutoZone's fixture installers will make the quick connect between the two pre -wired devices. Contractor shall install the power pole for the test center as called for in the drawings after the fixtures supporting the test center have been installed. D Power poles for the Manager's office and the closed circuit TV system shall be furnished by AutoZone and will be delivered to the job site with all the other electrical gear Install these poles after office area fixtures are in place and as called for in the manufacturer's instructions. E. See drawings for additional information and requirements. 3.05 WIRING DEVICE INSTALLATION A. Install wall switches with the off position of the toggle pointed down. B. Install receptacle outlet devices so that the grounding prong will be below the power prongs. C. Do not install any devices rated at less than 20 amps. D Install device cover plates with perimeter edges in full contact with finish surfaces. E. Install wall switch in bathrooms connect both light and exhaust fan to switch. F Hard wire quick connect relock devices to home run circuitry in junction boxes where indicated on drawings. Coil excess cable and wire tie to bar joist closest to junction box. Owner will make final connection to the mating device furnished with the store fixture. J•\Production Masters\Docs\Project Specs\Div- 16\Sec. 16050 05/20/09 3 3.06 FIELD TESTING A. Test all circuits with a "Multi" Tester to determine that system is free of short circuits and that phase conductors are not grounded. B. Check motor controllers and all electrical equipment for proper operations. C Immediately replace defective or damaged materials and equipment. End of Section J Masters\Docs\Project Specs\Div- 16\Sec. 16050 05/20/09 4 DIVISION 16 SECTION 16400 ELECTRICAL SERVICE ENTRANCE PART 1 GENERAL 1.01 FOR ELECTRIC SERVICE A. Submit to local utility all required drawings, loads and any other information to obtain service. B. Provide all materials and installation required by the serving utility for the connection of service. C. Work should include, but not necessarily be limited to, primary conduits, cable (if required), pads for ground mounted transformer grounding, metering provisions, secondary conductors and conduit, all as required by the local utility 1.02 FOR REMODEL PROJECTS A. Contractor shall confirm that the existing electric service configuration and equipment matches that which has been shown on the drawing. Report all discrepancies to the AutoZone project manager prior to finalizing bid or commencing any work. B. Contractor to confirm with the serving utility that the ultimate configuration will be acceptable for the connection of service. C The intent of these documents is to insure that there will be a complete installation connected to the local utility company providing service. See paragraph 1 01 above for work required. PART 2 PRODUCTS 2.01 ELECTRIC SERVICE COMPONENTS A. Conduit: Rigid or PVC conduit complete with watertight connectors and couplings. B. Concrete Pads for Ground Mounted Transformers: Furnish sizes as required by local utility company C Weatherproof Meter Socket: Conform to local utility requirements. D Wire way Three or four wire racks, as determined by local utility for specified service. E. Conductors: As required by local utility F Fused Disconnects: Furnished by AutoZone, installed by Contractor G. External Swithchboards: If required by local utility furnished by AutoZone, installed by Contractor H. If service will be overhead in lieu of underground add the following: 1 Service Entrance Weatherhead: Cast metal conforming to local utility requirements 2. Service Entrance Mast: Rigid tubular metal fabrication with provisions for attachment of service rack and weatherhead. PART 3 EXECUTION 3.01 INSTALLATION A. Install conduits, pull boxes, transformer pads, etc. as required by local utility company B. Install service rack and weatherhead at proper height. Provide mast kit, if required. C. Extend masthead to provide a minimum ground clearance of 20 feet for overhead service. D Install rigid conduit to weatherproof meter socket. E. Make all secondary terminations and provide coordination with local utility company End of Section J•\Production Masters\Docs\Project Specs\Div- 16\Sec 16400 05/20/09 1 This Page Left Blank J•\Production Masters\Docs\Project Specs\Div- 16\Sec -16400 05/20/09 2 DIVISION 16 SECTION 16480 PANELBOARDS (AutoZone Furnished Contractor Installed) PART 1 GENERAL 1.01 FOR PROTOTYPICAL PROJECTS A. All panelboards shall be AutoZone Furnished and Contractor Installed and will include: 1 Panelboard Cabinet 2. Ground Bus bars 3. Circuit Breakers 1.02 FOR REMODEL PROJECTS A. Contractor shall confirm that any existing panelboard indicated to remain and be reused is complete with ground buss bars and all circuit breakers and that all is in good working and serviceable order B. Report all defects and deficiencies to AutoZone project manager so that replacement parts and or equipment can be ordered and delivered to the job site within the required timelines for the project. PART 2 PRODUCTS 2.01 PANELBOARDS -120 208 (120 240) A. Metal cabinets with gray enamel finish complete with panel trim having concealed hinges and flush lock with two keys, concealed trip clamps and screw cover front, and galvanized steel back box with knockouts. B. Panelboards will be factory assembled, full capacity solid neutral, with sequence style bussing, three phase four wire, or single phase three wire. 2.02 CIRCUIT BREAKERS A. Molded case, automatic air circuit breakers as supplied with thermal and magnet trip and trip -free position separate from either "ON" or "OFF" positions; interrupting rating of 10,000 AIC. PART 3 EXECUTION 3.01 PANEL INSTALLATION A. Install panelboards in accordance with the "one -line' diagram contained in the drawings for the project. B. Anchor all panelboards securely into position within the wall framing. C. Connect the circuits exactly as shown on the panel schedule in the drawings. 3.02 IDENTIFICATION OF PANELS A. Provide a laminated plastic plate at top of panel engraved with designation identical on panelboard schedule or riser diagram B. Provide typewritten directory attached to inside cover indicating loads controlled by each circuit, directory should be identical to panel schedule in drawings. C. Circuits identified on the panel schedules but not utilized shall be labeled as spare on the directory End of Section J•\Production Masters\Docs\Project Specs\Div- 16\Sec 16480 05/20/09 1 This Page Left Blank JAProduction Masters\Docs\Project Specs\Div- 161Sec 16480 05/20/09 2 DIVISION 16 SECTION 16500 LIGHTING (AutoZone Furnished Contractor Installed) PART 1 GENERAL A. AutoZone shall furnish the following items for installation by Contractor 1 All interior Tight fixtures, lamps, and ballast. 2. All exterior light fixtures, lamps, and ballast. 3. Site light poles, brackets, and base plates. 4 Automatic Lighting Control Panel 5. Low voltage relay 6. Photocell sensor, motion detectors and other accessories for the Lighting Control system B. Contractor shall furnish all conduits, conductors, connectors, wall switches and other items necessary for the complete installation and control of the lighting system C. Attachments to building structure shall be furnished by Contractor D Provide necessary trim brackets and accessories for complete installation. PART 2 PRODUCTS A. Site Light Poles: Square straight steel, 5" shaft, 25' height unless shown otherwise on drawings, completE with base plate and pre drilled for luminaire attachment. B. Site Light: Shoebox type fixture, 400 watt metal halide unless shown otherwise on drawings. C Wall Light: Stonco wall mounted 175 watt metal halide unless shown otherwise on drawings. D Soffit Light: Recessed open reflector downlight, 175 watt metal halide. E. Fluorescent Light Sales Floor 8' long, 2 Tamp strip with F096/835/XP lamps and matched electronic ballast. F Fluorescent Light Parts Areas: Tandem 8' long, single tube reflector strip, with F096/835/XP lamp and matched electronic ballast. G Exit Light: Polycarbonate housing, LED lamps and nickel cadmium battery H. Emergency Light: Polycarbonate housing, with dual heads and lead calcium battery I Bathroom Light: 4' long, 32 watt one lamp strip with matched electronic ballast and glass cover J. Automatic Lighting Control Panel: Venstar #LCP -400. K. Accessories: Multi -level outside light sensor motion detector manual push button as manufactured by Venstar L. Control Relay 12 volt to 120 volt alarm panel interface as manufactured by Venstar PART 3 EXECUTION A. Interior Building Fluorescent: Attach each light fixture directly to either the bottoms of a bar joist or to unistrut that has been attached to the roof structure with allthread rod. Insure each run of fixtures is straight and where hung on unistrut, level. Equip each fixture with owner furnished lamps, as scheduled. B. Interior Building Other Light Fixture: Attach fixtures either to unistrut or wall surface as required. Insure fixtures are plumb and level. Equip each fixture with owner furnished lamps, as scheduled. C. Exterior Building Wall Lighting: Attach mounting box and back plate to wall so that it is plumb and level at the correct elevation above finished floor Provide the correct trim where necessary to achieve tight fit. Attach fixture to back plate and provide gaskets or necessary accessories to prevent light leaks around trim Provide sealant around all edges. D Exterior Building Soffit Lighting (If Required): Attach mounting frame to soffit framing so that it is plumb and level at the correct elevation above finished floor Attach fixture and trim and provide gaskets or necessary accessories to prevent light leaks around trim Provide sealant around all edges. E. Exterior Site Lights: Set light poles plumb, rigidly in place in accordance with light pole manufacturer's recommendations. Provide necessary brackets, caps and accessories to facilitate the installation of the light fixture. Number of fixtures per pole and orientation of fixtures shall be as shown on the drawings. F Automatic Lighting Control Panel: Panel installation will be semi recessed to allow for smooth operation of the hinged door and the connection of conduits between the power and lighting panelboards and this panel. Install ALC Panel where indicated on drawings relative to the other panelboards. Connect circuits to contactor poles in the sequence indicated on drawings. J•\Production Masters\Docs\Project Specs\Div- 16\Sec 16500 05/20/09 1 G. Control Relay Install alarm panel interface (12 120 volt relay) on the alarm telephone board where indicated on drawings. Connect 120 -volt side of relay to the ALC Panel as indicated on the drawings. The alarm contractor will make final connection on the 12 -volt side of the relay module. H. Motion Detectors: Install motion detectors on junction boxes mounted on unistrut and hung from roof structure where indicated on drawings. Install 18 gauge color coordinated wiring in conduit between motion detector and the ALC Panel. I. Manual Push Button. Install manual push button on junction box located in the Manager's Office Area where indicated on drawings. Install 18 gauge color coordinated wiring in conduit between push button and the ALC Panel. J. Photocell: Install photocell in a weather -proof junction box to be located on the galvanized pipe conduit for the satellite coax cable above the roof of the building. Photocell must face north and be placed a minimum of 12 inches above finish roof Do not mount on the backside of the parapet wall. Install 18 gauge color coordinated wiring in conduit between photocell and the ALC Panel. J•\Production Masters\Docs\Project Specs\Div- 16\Sec 16500 2 End of Section 05/20/09 Tel 909 869 -0989 ATTN: LINDA PANGRLE CITY OF PORT ANGELES 321 EAST 5TH STREET PORT ANGELES Telephone ENCLOSED ARE Description SEISMIC CALCULATIONS DETAIL DRAWINGS LAYOUT DRAWINGS 161 Atlantic Street MATERIAL HANDLING ENGINEERING EST 1985 LETTER OF TRANSMITTAL 360 417 -4815 Memo PLEASE ACCEPT THE ENCLOSED AS OUR SUBMITTAL FOR PAN REVIEW AND PERMIT APPROVAL TO INSTALL INTERIOR RACKS IN AN AUTOZONE BUILDING WITH A VALUATION OF $51 000 00 WE INCLUDE. 2 SETS OF CALCULATIONS AND 3 SETS OF DETAIL DRAWINGS PLEASE ADVISE UPON APPROVAL. CALCULATIONS FOR PERMIT SUBMITTAL DRAWINGS FOR YOUR RECORDS LETTER FOR CLIENTS RECORDS Copies WA 98362 No. of Copies I21 13 1 13 1 SEIZMIC INC. Pomona CA 91768 JobNo: 09 -0650 Fax RECEIVED JUN 2 9 2009 CITY OF PORT ANGELES BUILDING DIVISION SUBJECT AUTOZONE 4110 1936 EAST FIRST STREET PORT ANGELES, WA 98362 Copies To Fax. 909 869 -0981 Byl AMY EDWARDS Contractors License No 665374 STORAGE RACK; DRIVE -IN RACKS CANTILEVER RA( MF77ANINES CONVEYORS CAROUSELS PUSHBACK RACY RACK BUILDINGS STEEL SHELVING MOVABLE SHELVII STORAGE TANKS MODULAR OFFICE GONDOLAS BOOKSTACKS FLOW RACKS FOOTINGS 161 ATLANTIC STREET SEIZMIC MATERIAL HANDLING ENGINEERING EST 1985 SEISMIC ANALYSIS STRUCTURAL DESIGN CITY APPROVALS STATE APPROVALS PRODUCT TESTING FIELD INSPECTION SPECIAL FABRICATION PERMITTING SERVICES EISMIC ANALYSIS OF LIGHT DUTY FIXTURES FOR AUTOZONE 4110 1936 East First Street Port Angeles, WA 98362 JOB #•09 -0650 EXP ALASKA INDIANA OHIO ARIZONA KANSAS OKLAHOMA CALIFORNIA MICHIGAN OREGON COLORADO MINNESOTA PENNSYLVANIA CONNECTICUT MISSOURI TEXAS GEORGIA MONTANA UTAH IDAHO NEVADA VIRGINIA ILLINOIS NEW MEXICO WASHINGTON WISCONSIN 11l POMONA CA 91768 TEL (909)869 -0989 FAX (909)869 -0981 MATERIAL HANDLING ENGINEERING TEL. (909) 869 -0989 FAX. (909) 869 -0981 161 ATLANTIC AVENUE POMONA, CA 91768 PROJECT FOR SHEET NO. CALCULATED BY DATE TABLE OF CONTENTS DESCRIPTION COVER SHEET TABLE OF CONTENTS SCOPE, PARAMETERS SPECIFICATIONS CONFIGURATIONS GRAVITY FEED FIXTURE ANALYSIS GONDOLA FIXTURE ANALYSIS LIGHT DUTY STORAGE FIXTURE ANALYSIS AUTOZONE #4110 AUTOZONE 1 S Tarik 6/24/2009 PAGE# 1 2 3 TO 5 6 TO 11 12 TO 22 MATERIAL HANDLING ENGINEERING TEL. (909) 869 -0989 FAX. (909) 869 -0981 16 ATLANTIC AVENUE POMONA, CA 91768 PROJECT FOR SHEET NO. CALCULATED BY DATE AUTOZONE #4110 AUTOZONE 2 S Tarik 6/24/2009 SCOPE. THE PURPOSE OF THIS ANALYSIS IS TO SHOW THAT THE FOLLOWING LIGHT DUTY STORAGE FIXTURE (GONDOLA) IS IN COMPLIANCE WITH SECTION 1613 OF THE 2006 IBC AND CHAPTER 15 OF ASCE 7 -05. PARAMETERS. LATERAL FORCE. SPECIFICATIONS. V Cs W WHERE Cs S /(R/I) [(2/3) Fa Ss I /R] *W MAIN STEEL BOLTS ANCHORS SLAB SOIL CONFIGURATIONS. GRAVITY FEED FIXTURE TYPE D/E GONDOLA FIXTURE TYPE B1 TYPE N TYPE L TYPE L -SGL TYPE G1 TYPE C1 Fy 36000 PSI MIN. YIELD STEEL A307 (WHEN USED) 3/8 "0 x 2' MIN. EMBED HILTI KB -TZ (ICC ESR 1917) 4 IN (minimum required) x 2500 PSI (minimum required) 1000 PSF 84 H x 60 "W x 38 "D 90' H x 48 "W x 16 "D 120 "H x 48 "W x 16 "D 144'H x 48 "W x 24'D 120 "H x 48 "W x 13 "D 120 "H x 48 "W x 13 "D 120 "H x 48 "W x 16 "D 120 "H x 48 "W x 13 "D LIGHT DUTY STORAGE FIXTURE TYPE 1 2 @120 "H x 48 "W x 12 "D TYPE H 120 "H x 48 "W x 12 "D TYPE H -SGL 120 "H x 48 "W x 12 "D TYPE K 120 "H x 48 "W x 24'D TYPE M (2) 120 "H x 48 "W x 24'D (WALL BRACED) ONLY CRITICAL CONFIGURATIONS BEING ANALYZED FREE STANDING FREE STANDING FREE STANDING WALL BRACED FREE STANDING FREE STANDING WALL BRACED FREE STANDING WALL BRACED FREE STANDING WALL BRACED WALL BRACED 1 MATERIAL HANDLING ENGINEERING TEL. (909) 869 -0989 FAX. (909) 869 -0981 16 ATLANTIC AVENUE POMONA, CA 91768 PROJECT FOR SHEET NO. CALCULATED BY DATE GRAVITY FEED FIXTURE ANALYSIS AUTOZONE #4110 AUTOZONE 3 S Tarik 6/24/2009 LOADS DISTRIBUTION. GRAVITY FEED FIXTURE (TYPE D /E) SEISMIC SHEAR BASED ON SECTION 1613 OF THE 2006 IBC AND SECTION 15 5 OF THE ASCE 7 -05. SITE CLASS D 70 0 IN MATERIAL HANDLING ENGINEERING TEL. (909) 869 -0989 FAX. (909) 869 -0981 16 ATLANTIC AVENUE POMONA, CA 91768 Sms 1 176 SDS 0 784 I 1.50 R =4 REDUCTION 1 4 WORKING STRESS LIVE LOAD 1,000 LB /LEVEL DEAD LOAD 100 LB /LEVEL OF LVLS= 5 LATERAL FORCE FULL LOADED V [2/3 *1 05 *1 12 *1.5 *(0.667 *5000 LB +500 LB) /4]/1 4 805.0 LB LATERAL FORCE DISTRIBUTION h LEVEL WEIGHT HEIGHT W X H 6.0 IN 1 1100 LB 6.0 IN 6 600 IN -LB 16.0 IN 2 1100 LB 22.0 IN 24,200 IN -LB 16.0 IN 3 1100 LB 38 0 IN 41 800 IN -LB 16 0 IN 4 1100 LB 54.0 IN 59 400 IN -LB 16.0 IN 5 1100 LB 70 0 IN 77 000 IN -LB 70.0 IN 1 5500 LB TOP SHELF LOADED V [2/3 *1 05 *1 12 *1 5 *(1500 LB)/4]/1 4 315.0 LB PROJECT FOR SHEET NO. CALCULATED BY DATE WHERE Sms Fa *Ss AND Ss 1 12, Fa 1 05 TABLE 15 4 -1 OF ASCE 7 -05 WH =1 209,000 IN -LB 1 805.0 LB LATERAL FORCE DISTRIBUTION h LEVEL WEIGHT HEIGHT W X H I 6.0 IN 1 100 LB 6.0 IN 600 IN -LB 16 0 IN 2 100 LB 22.0 IN 2,200 IN -LB 16.0 IN 3 100 LB 38.0 IN 3,800 IN -LB 16 0 IN 4 100 LB 54.01N 5 400 IN -LB 16.0 IN 5 1100 LB 70.0 IN 77 000 IN -LB 1500 LB WH =1 89,000 IN -LB 315 0 LB AUTOZONE #4110 AUTOZONE 4 S Tarik 6/24/2009 a a' 37 1/2" li 11 /8„ I f- ll �I 121 n6° SIDE VIEW I Fi (trans) Mot= F(Fi *Hi) 25.4 LB 153 IN -LB 93.2 LB 2,051 IN -LB 161 0 LB 6,1181N-LB 228.8 LB 12,355 IN -LB 296.6 LB 20 761 IN -LB 41,436 IN -LB Fi (trans) Mot= T(Fi *Hi) 2.1 LB 13 IN -LB 7.8 LB 171 IN -LB 13 4 LB 511 IN -LB 191 LB 1,032 IN -LB 272.5 LB 19 077 IN -LB 20,804 IN LB MATERIAL HANDLING ENGINEERING TEL. (909) 869 -0989 FAX. (909) 869 -0981 161 ATLANTIC AVENUE POMONA, CA 91768 OVERTURNING ANALYSIS. GRAVITY FEED FIXTURE (TYPE D /E1 DEPTH OF UNIT 38 IN TOP SHELF HEIGHT 70 IN (A) FULLY LOADED: V 805 LB Mot Z(Fi Hi) 41 436 3 IN -LB (B) TOP SHELF LOADED Vtop 315. LB ANCHOR Ps /Pt Vs/Vt 1.2 Mst (Ws) *(Depth /2) (0.667 *5000 LB 500 LB) *38 IN 2 72,865 0 IN -LB Puplift [0.7pMot (0.6 -0 14S *Mst] Depth 52 LB UPLIFT Mot Z(Fi Hi) 20,804.2 IN -LB Mst (Ws) *(Depth /2) 1500 LB 38 IN 2 28 500.0 IN -LB Puplift [0.7pMot (0 6 -0 14S *Mst] Depth 131 LB UPLIFT QUANTITY= 1 USE (1) 3/8 "0 x 2' MIN EMBED HILTI KB -TZ (ICC ESR 1917) PER BASE PLATE. PULLOUT 1050 LB SHEAR 1200 LB PROJECT FOR SHEET NO. CALCULATED BY DATE P= 1.3 COMBINED STRESS(A) (0 LB /(1 *1050 LB)) (403 LB /(1 *1200 LB)) 0.34 1.2 OK COMBINED STRESS(B) (0 LB /(1 *1050 LB)) (158 LB /(1 *1200 LB)) 0.13 1.2 OK AUTOZONE #4110 AUTOZONE 5 S Tarik 6/24/2009 MATERIAL HANDLING ENGINEERING TEL. (909) 869 -0989 FAX. (909) 869 -0981 16 ATLANTIC AVENUE POMONA, CA 91768 PROJECT FOR SHEET NO. CALCULATED BY DATE GONDOLA FIXTURE ANALYSIS AUTOZONE #4110 AUTOZONE 6 S Tarik 6/24/2009 MATERIAL HANDLING ENGINEERING TEL. (909) 869 -0989 FAX. (909) 869 -0981 16' ATLANTIC AVENUE POMONA, CA 91768 LOADS DISTRIBUTION. GONDOLA FIXTURE ITYPE L SGL 120 "Hx48 "Wx131D1 SEISMIC SHEAR BASED ON SECTION 1613 OF THE 2006 IBC AND CHAPTER 15 OF ASCE 7 -05. SITE CLASS D Sms =1176 S 0 784 1= 1.00 R =3 REDUCTION 1 4 WORKING STRESS LIVE LOAD 150 LB /LEVEL DEAD LOAD 5 LB /LEVEL LATERAL FORCE WHERE Sms Fa *Ss AND Ss 1 12, Fa 1.05 V [(2/3)`1 176 *1 *(0.667 *1200 LB +40 LB) /3]/1 4 157 LB LATERAL FORCE DISTRIBUTION. SINGLE SIDE LOADED I h LEVEL WEIGHT HEIGHT I 16 1 155 16 14 2 155 14 3 155 14 4 155 14 5 155 14 6 155 14 7 155 14 8 155 PROJECT FOR SHEET NO. CALCULATED BY DATE TABLE 15 4 -2 (STEEL DISTRIBUTED MASS CANTILEVER STRUCTURE) Pco1= (Wp x NO OF LEVELS) (150 LB 5 LB) x 8 LEVELS 1,240 LB W X H 1 Fi (trans) 2,480 5 30 4 650 9 44 6,820 13 58 8,990 17 72 11 160 22 86 13,330 26 100 15 500 30 114 17,670 34 114 IN! =1 80,600 IN -LB 1 157 LB Mcol(total) 20,740 IN -LB AUTOZONE #4110 AUTOZONE 7 S.Tarik 6/24/2009 HEIGHT 120 IN DEPTH 13. IN NO OF LEVELS 8 Mot >(Fi H) 77 272 584 1 015 1 564 2,231 3,017 3,921 1 12,6801N -LB Mcol(static) (LL +DL) x Depth x of levels /2 155LBx13INx8/2 8,060 IN -LB Mcol(seismic) H) 12,680 IN -LB MATERIAL HANDLING ENGINEERING TEL. (909) 869 -0989 FAX. (909) 869 -0981 16 ATLANTIC AVENUE POMONA, CA 91768 ARM SPAN 24.0 IN LOAD 155 LB /LEVEL M LOAD x (ARM SPAN /2) 155 LB /LEVEL x 241N/2 1,8601N -LB ASSUME ONLY THE TOP CLIP IN TENSION TENSION CAPACITY T= 0.6Fy x A 0.6 x 36000 PSI x 0 09 INA2 1 944 LB MOMENT CAPACITY T x d 1944 LB x 1 125 IN 2,187 IN LB 1860 IN LB OK CHECK FOR SHEAR CAPACITY Varm LOAD /2 (150 LB 5 LB)/ 2 78 LB /LEVEL SHEAR CAPACITY 0.4Fy `A 04x36000 PSI x0.09INA2 1,296 LB 77.5 LB OK fb Mcol(total) /Sx 20740 IN -LB 1 18 IN ^3 17,577PS1 Fb 0.6 x 36000 PSI 21,600PSI fb /Fb 17577 PSI 21600 PSI 0.81 <1.33 OK PROJECT FOR SHEET NO. CALCULATED BY DATE ARM ANALYSIS. GONDOLA FIXTURE (TYPE L -SGL 120' Hx48 "Wx13' DI CHECK TENSION CAPACITY BASE BRACKET ANALYSIS. GONDOLA FIXTURE /TYPE L -SGL 120"Hx48"Wx13"D\ Mcol(MAX) 20 740 IN -LB (DOUBLE SIDED SINGLE SIDED LOADED) AUTOZONE #4110 AUTOZONE 8 S Tarik 6/24/2009 A 0.090 INA2 Fy 36,000.0 PSI d 1 125 IN Fb 36,000PSI Sx 1 18 INA3 MATERIAL HANDLING ENGINEERING TEL. (909) 869 -0989 FAX. (909) 869 -0981 161 ATLANTIC AVENUE POMONA, CA 91768 COLUMN ANALYSIS. GONDOLA FIXTURE (TYPE L -SGL 120 "Hx48 "Wx13' D1 Pmax (1 +0 105S 0 525pQ 0 75L 1609 LB Mmax 20 740 IN -LB Kxlx/rx 2.1 *116 IN/1.604 IN 151.9 Kyly /ry 2 *16 IN/0.884 IN 151.9 36.2 (GOVERNS) Cc (2Tr ^2E /Fy) ^.5 126.1 SINCE KI /r Cc USE Fa [12T02E] /[23(KI /r) ^2] Fa [12Tr /r) ^2] 6,474 PSI fa Pcol Area 2,117 PSI fb M /Sx 20740 IN- LB/1.526 INA3 13,591 PSI Fb 6 *Fy 21,600 PSI Pe 12Tr ^2E /23(KI /r) ^2 6 474 PSI Cm *fb /Fb[1- fa /F'e] 0.93 COMBINED STRESS 1.26 1.33 O.K. 6' TYP fa/Fa 0.33 0 15 USE fa /Fa Cm *fb /Fb[1- fa /F'e] LEVELER ASSEMBLY PROJECT FOR SHEET NO. CALCULATED BY DATE I 3/8" x 3/4" SLOTS TYP AUTOZONE #4110 AUTOZONE 9 S Tarik 6/24/2009 3/8"0 LEVELER BOLT 2' *1 3/81- 2 5/8' 2 9/16' I I SECTION PROPERTIES Fy= 36 000 PSI Area 76 IN ^2 Ix 1.956 INA4 Sx 1.526 IN ^3 rx 1.604 IN ly .594 IN ^4 Sy .639 IN ^3 ry .884 IN Lx 1161N Ly= 16 IN p 1.3 MATERIAL HANDLING ENGINEERING TEL. (909) 869 -0989 FAX. (909) 869 -0981 16 ATLANTIC AVENUE POMONA, CA 91768 OVERTURNING ANALYSIS. GONDOLA FIXTURE (TYPE L -SGL 120 "Hx48 "Wx13 "D1 (A) FULLY LOADED Vtotal 156.9 LB Mot E(V H) 12,680 IN -LB Mst 8,060 0 IN -LB Puplift [Mot +Mst] Depth Pcol 355 LB UPLIFT ANCHOR QUANTITY= 2 PULLOUT 1050 LB SHEAR 1200 LB PROJECT FOR SHEET NO CALCULATED BY DATE Ps /Pt VsNt 1.2 COMBINED STRESS(A) (355 LB /(2 *1050 LB)) (78 4 LB /(2 *1200 LB)) 0.20 <1.2 OK AUTOZONE #4110 AUTOZONE 10 S Tarik 6/24/2009 Apunct (B +D) *2 1 64 INA2 A) PUNCTURE Pmax Pcol (Mtot/D) 1 4* (1240 LB) 1 7 (12680 IN -LB /13 IN) 3394 LB Fpunct 2.66 *sgrt(fc) *0 86 PSI fv /Fv Pmaxl(Apunct Fpunct) 0.61 B) SLAB TENSION Asoii Pmax* 144/(1.33 *fsoil) 367.5 INA2 L (Asoi1) ".5 19.2 IN B sqrt(B*D) t 7 46 IN I= (L -B)/2 5.85 IN Mconc w1^2/8 (1.33 *fsoil *1 "2) (144 *2) 158.2 IN -LB Sconc 1 in *t^2 6 2.67 INA3 fconc 5 *0* sqrt(fc) 163 PSI fb /Fb Mconc/(Sconc *fconc) 0.37 PROJECT FOR SHEET NO. CALCULATED BY DATE I 1 B AUTOZONE #4110 AUTOZONE 11 S Tarik 6/24/2009 MATERIAL HANDLING ENGINEERING TEL. (909) 869 -0989 FAX. (909) 869 -0981 161 ATLANTIC AVENUE POMONA, CA 91768 J SLAB SOIL ANALYSIS. GONDOLA FIXTURE (TYPE L -SGL 120' Hx48 "Wx13 "D1 THE SLAB IS CHECKED FOR PUNCTURE STRESS IF NO PUNCTURE OCCURS THE SLAB IS ASSUMED TO DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL HENCE, ACTING AS A FOOTING L ANCHOR PLATE. WIDTH 6. IN DEPTH 2. IN SLAB. t =4.0IN (minimum required) fc' 2,500 PSI (minimum required) SOIL. fs 1,000 PSF MATERIAL HANDLING ENGINEERING TEL. (909) 869 -0989 FAX. (909) 869 -0981 16 ATLANTIC AVENUE POMONA, CA 91768 LIGHT DUTY STORAGE FIXTURE ANALYSIS PROJECT FOR SHEET NO CALCULATED BY DATE AUTOZONE #4110 AUTOZONE 12 5 Tarik 6/24/2009 MATERIAL HANDLING ENGINEERING TEL. (909) 869 -0989 FAX. (909) 869 -0981 161 ATLANTIC AVENUE POMONA, CA 91768 LOADS DISTRIBUTION. LIGHT DUTY STORAGE FIXTURE (TYPE 1 20120' Hx48 "Wx12 "D) SEISMIC SHEAR BASED ON SECTION 1613 OF THE 2006 IBC AND SECTION 15.5 OF THE ASCE 7 -05. SITE CLASS D LIVE LOAD= 150 LB /LVL DEAD LOAD= 5 LB /LVL LATERAL FORCE Sms 1 176 Sos 0 784 1= 1.00 R 4 REDUCTION 1 4 WORKING STRESS Vtransv= [2/3 *1 12 *1 05 *(0 667 *1350 LB +45 LB) /4]/1 4 132.3 LB PROJECT FOR SHEET NO. CALCULATED BY DATE WHERE Sms Fa *Ss AND Ss 1 12, Fa 1 05 TABLE 15 4 -1 OF ASCE 7 -05 OF LVLS= 9 NOTE. NO LOAD ON TOP LEVEL LATERAL FORCE DISTRIBUTION I LEVEL wx(DL +LL) hx wxhx I Fi 1 155 LB /LVL 12 0 IN 1860 2 92 LB 2 155 LB /LVL 24 0 IN 3720 5.84 LB 3 155 LB /LVL 36 0 IN 5580 8 76 LB 4 155 LB /LVL 48.0 IN 7440 11 68 LB 5 155 LB /LVL 60 0 IN 9300 14 60 LB 6 155 LB /LVL 72.0 IN 11160 17.51 LB 7 155 LB /LVL 84 0 IN 13020 20 43 LB 8 155 LB /LVL 96 0 IN 14880 23.35 LB 9 155 LBJLVL 108.0 1N 16740 26.27 LB 10 5 LB /LVL 120 0 IN 600 0.94 LB I =I 84300 IN -LB y= 132.30 1 AUTOZONE #4110 AUTOZONE 13 S.Tarik 6/24/2009 Fi *hx 35.0 IN LB 140 1 IN LB 315 3 IN LB 560.5 IN LB 875.7 IN LB 1261 0 IN LB 1716.4 IN LB 2241.8 IN LB 2837.3 IN LB 129.9 IN LB 10113.2 IN LB Movt MATERIAL HANDLING ENGINEERING TEL. (909) 869 -0989 FAX. (909) 869 -0981 161 ATLANTIC AVENUE POMONA, CA 91768 TRANSVERSE SEISMIC LOADS. LIGHT DUTY STORAGE FIXTURE (TYPE 1 20120' Hx48 "Wx12 "D) THE FRAME SHALL BE ANALYZED AS A BRACED FRAME IN THE LONGITUDINAL DIRECTION AND A MOMENT RESISTING FRAME IN THE TRANSVERSE DIRECTION UTILIZING MOMENT RESISTANT SPREADER TO COLUMN CONNECTIONS Vtransv= 132.3 LB Vcol= 66.2 LB TRANSVERSE SEISMIC M1 1= Vcol h1 66.2 LB 5.25 IN 347 IN -LB F3 M2 2= [Vco1 -(F1 +F2)/21 h2/2 66.2 LB (2.92 LB 5.84 LB)/2] *30 IN /2 927 IN -LB F M3 -3= [Vcol- (F1 +F2 +F3 +F4)/21 h3/2 773 IN-LB CONNECTION MOMENT Mconnl 1= [(M1 +1) +(M2 -2)112 637 IN -LB Mconn2 2= [(M2 +2) +(M3 -3)]/2 850 IN -LB Mconn.max.= 850 IN -LB VERIFY ADEQUACY OF COLUMN Mcol.max.= 927 IN -LB F PROJECT AUTOZONE #4110 FOR AUTOZONE SHEET NO. 14 CALCULATED BY S.Tarik DATE 6/24/2009 DEPTH TRANSVERSE ELEVATION h5 h4 h3 v_ h2 h1 hl= 5.3 IN h2= 30.0 IN h3= 30.0 IN h4= 39.0 IN h5= 37.3 IN depth= 12.0 IN 141.5 IN 104.25 IN 65.25 IN 35.25 IN 5.25 IN Pstatic= OF LEVELS *(WDL WLL) 9 (150 LB 5 LB) /2 698 LB Pseismic (Fi *hn) /depth (Movt/d) 843 LB Pmax= Pstatic +Pseismic 1,540 LB Mmax 927 IN -LB KxLxlrx 37.2 37.2 KyLy /ry 30 1 (GOVERNS) Cc (2Tr ^2E /Fy) ^0.5 126.1 SINCE KI /r Cc USE Fa .522Fy- [(KI/r *Fy)/1494] ^2 Fa .522Fy- [(KI/r *Fy)/1494]^2 17,991 PSI fa Pmax/A 7,098 PSI fb Mmax/Sy 15,975 PSI F'e (12Tr 2E) /((23(KUr) ^2) 108,191 PSI Fb 0.6 *Fy 21,600 PSI fa/Fa 0.39 0 15 (1- fa /F'e)= 0.934 fa /Fa Cm *fb /(Fb *(1- fa /F'e))= 1 19 1.33 OK PROJECT FOR SHEET NO. CALCULATED BY DATE MATERIAL HANDLING ENGINEERING TEL. (909) 869 -0989 FAX. (909) 869 -0981 16" ATLANTIC AVENUE POMONA, CA 91768 COLUMN ANALYSIS. LIGHT DUTY STORAGE FIXTURE (TYPE 12 u( 120 "Hx48 "Wx12 "D1 TRANSVERSE DIRECTION LOADS SIDE VIEW AUTOZONE #4110 AUTOZONE 15 S Tarik 6/24/2009 H A X 1 r B PROPERTIES A 3/4 IN B= 1 1/2 IN t= 006 IN AREA 0.217 IN ^2 Sx 0.06 1N ^3 rx 0.323 IN Sy 0 058 IN ^3 ry 0 479 IN Fy 36,000 PSI Kx= 1 0 Ky 1.2 Cm 1.00 Ly FRONT VIEW Lx 12.0 IN Ly 12.0 IN MATERIAL HANDLING ENGINEERING TEL. (909) 869 -0989 FAX. (909) 869 -0981 16' ATLANTIC AVENUE POMONA, CA 91768 TRANSVERSE MOMENT CONNECTION ANALYSIS. LIGHT DUTY STORAGE FIXTURE (TYPE 1 20120' Hx48 "Wx12 "D1 Mconn= 1850 -LB (Al SHEAR CAPACITY OF CONNECTOR TABS., Fy(MIN)= 36,000 PSI Area TAB HEIGHT TAB THK =0.3IN 0.06 IN 018 in ^2 Pmax= A (0.4Fy) 259.2 LB P1= Pmax 259.2 LB P2= (1.5/3.5)P1 111 1 LB (B' MOMENT CAPACITY OF METAL STRINGER:, SxHOR BRACE .22 INA3 fb Mmax/Sx 850 IN- LB/0.22 INA3 3,863 PSI Fb 0.6 *Fy 0.6 36000 PSI 21 600 PSI fb /Fb 3863 PSI /21600 PSI 0.18 1.33 Q.K. (C) MOMENT CAPACITY OF CONNECTOR TABS., Mconn. cap.= P1 2.75 IN P2 0 75 IN (259.2 LB) *(2.75 IN) (111 1 LB) *(0 75 IN) 796 1 IN -LB Mconn.capseis.= Mconn. Cap 1 33 796 1 IN -LB 1.33 1,058.8 IN -LB 850 IN -LB O.K. PROJECT FOR SHEET NO. CALCULATED BY DATE BRACE FITS TIGHTLY IN THE INTERIOR OF THE COLUMN. ATTACH W,% 4 #8 SCREWS (2 PER END) END VIEW ,y 2' 1.5' AUTOZONE #4110 AUTOZONE 16 S Tarik 6/24/2009 SIDE VIEW TAB PROPERTIES H 0.3 IN t 006 IN BAY 1 3/4' x 16 GA. STRAP MATERIAL HANDLING ENGINEERING TEL. (909) 869 -0989 FAX. (909) 869 -0981 16 ATLANTIC AVENUE POMONA, CA 91768 BRACING ANALYSIS. LIGHT DUTY STORAGE FIXTURE (TYPE 1 2( 120 "Hx48 "Wx12 "D) BRACING CAPACITY IS GOVERNED BY TENSION CAPACITY OF CROSS BRACING AND SHEAR CAPACITY OF CONNECTION SCREW 64 Vtot BAY 2 BAY 3 BAY 4 width PLAN VIEW f 48' :1 AN I\ AN I I I 7 1 1 1 .1 L .1 7 \i/I \l I\,/ I\I I/\ /\,I/\ I/\ \I 40' 7\ 1 7 1 I N I/ \I/ GENERAL CONFIGURATION. LONGITUDINAL BRACE Vdiag= Vtot(Ldiag Lhoriz) 132.3 LB (80 IN/48 IN) 220.5 LB SEISMIC LOAD IN TENSION SHEAR CAPACITY OF #8x3/4' SHEET METAL SCREW PER PART V SECTION E4 OF THE 1996 AISI COLD FORMED MANUAL. 0= 3 SHEAR IS TAKEN AS LEAST OF Pns: Pns= 4.2 *(t2 3 *d) ^0.5 *Fu2 4.2 [(0.06 IN) ^3 *0 164 IN] ^0.5 58000 PSI 1 450 LB Pns= 2.7 *t1 *d *Fu1 2.7* 0 06 IN 0 164 IN 58000 PSI 1,541LB Pns= 2.7 *t2 *d *Fu2 2.7 0 06 IN 0.164 IN 58000 PSI 1,541 LB Pns- eff /i]= (1450 LB /3) *1.33 642 LB Vdiag OK IN SHEAR PROJECT FOR SHEET NO. CALCULATED BY DATE BAY5 ti 1d fi DENOTES X -BRACE LOCATION AUTOZONE #4110 AUTOZONE 17 S.Tarik 6/24/2009 144 I: 3/4' 1 'X' BRACE (3/4 x 16 as STRAP' t (GAUGE) 16 GA. AREA(gross)= 0 0450 INA2 AREA(net)= 0 0362 IN ^2 Lhoriz= 48.0 IN Lvert= 64.0 IN Ldiag= 80.0 IN Fy= 36,000 PSI Fu= 58,000 PSI Fv= 10,000 PSI SCREW DIAM.= 0 164 IN SCREW TYPE #8x3/4' SHEET METAL SCREW MATERIAL HANDLING ENGINEERING TEL. (909) 869 -0989 FAX. (909) 869 -0981 16 ATLANTIC AVENUE POMONA, CA 91768 OVERTURNING ANALYSIS. LIGHT DUTY STORAGE FIXTURE (TYPE 120120 "Hx48 "Wx12 "D) TOTAL DEPTH 24 IN (UNITS ARE TIED BACK TO BACK) (A) FULLY LOADED: Vtotal 132.3 LB Vcol= 66.2 LB Movt E(Fi Hi) 10 113.2 IN -LB Mst E[(LIVE LOAD DEAD LOAD) *(D /2)] 9 LEVELS (150 LB 5 LB) 24 IN /2 16,740.0 IN -LB p= 1 3 Puplift [0.7pMot (0.6- 0.14Sps) *Mst] Depth 42 LB UPLIFT PROJECT FOR SHEET NO CALCULATED BY DATE F,, Ps /Pt VsNt 1.2 COMBINED STRESS(A) (42 LB /(1 *1050 LB)) (66.2 LB /(1 *1200 LB)) 0.10 1.2 OK FOR TYPE! UNITS: (1) 3/8 123 x 2' MIN. EMBED HILTI KB -TZ (ICC ESR 1917) PER BASE PLATE, ANCHOR PERIMETER COLUMNS STAGGERED AND AT ENDS F„_ AUTOZONE #4110 AUTOZONE 18 S.Tarik 6/24/2009 depth *2 NO LOAD ON TQP LEVEL TRANSVERSE ELEVATION DEPTH OF UNIT (d) 12 IN TOP SHELF HT 120 IN LEVELS= 9 ANCHOR QUANTITY 1 PULLOUT 1050 LB SHEAR 1200 LB MATERIAL HANDLING ENGINEERING TEL. (909) 869 -0989 FAX. (909) 869 -0981 16 ATLANTIC AVENUE POMONA, CA 91768 BASE PLATE ANALYSIS. LIGHT DUTY STORAGE FIXTURE (TYPE 1 20120' Hx48 "Wx12 "D) Pcol Pstatic= 698 LB Pseismic (Movt/D)= 843 LB Pcol.max. Pcol (Movt/D) 1,540 LB BASE PLATE WIDTH (D)= 2.25 IN EFF.BASE PLATE DEPTH (B)= 1 75 IN b= 1.501N b1 3 IN THICKNESS (t) 0 0600 IN Fy 36,000 PSI fa =P /A Pcol /((D)(B))= 391 18 PSI Mbase= (W/in)(LA2)/2 (fa *1 'STRIP)(b1 ^2)/2 12.2 IN -LB Sbase= (1)(t ^2)/6 0 0006 INA3 Fbase (0.75)(Fy) *1.33 35 910 PSI fb /Fb Mbase /((Sbase)(Fbase)) 0.57 OK PROJECT FOR SHEET NO. CALCULATED BY DATE Fa B ACTUAL BASE PLATE SIZE IS 2.25 INx2 INxO 0598 IN ONLY AN EFFECTIVE BASE PLATE SIZE OF 2.25 INx1 75 INx0.0598 IN IS USED IN THE ANALYSIS AUTOZONE #4110 AUTOZONE 19 S.Tarik 6/24/2009 Pcol r b MATERIAL HANDLING ENGINEERING TEL. (909) 869 -0989 FAX. (909) 869 -0981 16' ATLANTIC AVENUE POMONA, CA 91768 Fpunct 2.66 *sgrt(fc) *0 120 PSI Apunct (B +D) *2 *t 32. IN ^2 fv /Fv Pmax/(Apunct Fpunct) 0.63 SINCE NO PUNCTURE OCCURS, THE SLAB WILL DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL ACT AS A FOOTING. B) SLAB TENSION Asoil Pmax 144/(1.33 *fsoil) 260.8 IN "2 L (Asoil)A.5 16.2 IN B sgrt(B *D) t 6.0 IN 1= (L -B)12 5.1 IN Mconc wI ^2/8 (1.33 *fsoil *1 ^2) (144 *2) 119.3 IN -LB Sconc 1 in *t^2 6 2.67 INA3 fconc 50* sqrt(fc) 163 PSI fb /Fb Mconc/(Sconc *fconc) 0.28 PROJECT FOR SHEET NO. CALCULATED BY DATE 1 AUTOZONE #4110 AUTOZONE 20 S Tank 6/24/2009 SLAB SOIL ANALYSIS. LIGHT DUTY STORAGE FIXTURE (TYPE 120120 "Hx48 "Wx12' Dl A) PUNCTURE Pmax Pcol (Mtot/D) 1 4 *(698 LB) 1 7 *(10113.2 IN -LB /12 IN) 2409 LB B L BASE PLATE. BASE PLATE DEPTH (B)= 1 75 IN BASE PLATE WIDTH (D)= 2.25 IN SLAB: t 40 IN (minimum required) fc' 2,500 PSI (minimum required) SOIL. fs 1,000 PSF 1 PROJECT AUTOZONE #4110 FOR AUTOZONE SHEET NO. 21 MATERIAL HANDLING ENGINEERING CALCULATED BY S Tarik TEL. (909) 869 -0989 FAX. (909) 869 -0981 DATE 6/24/2009 16 ATLANTIC AVENUE POMONA, CA 91768 LOADS DISTRIBUTION. LIGHT DUTY STORAGE FIXTURE ITYPE H 120 "H x 48 "W x 12 "D) ANALYSIS BASED ON SECTION 1613 OF THE 2006 IBC AND SECTION 13.3 OF THE ASCE 7 -05 SITE CLASS D Sms 1 176 WHERE Sms Fa *Ss AND Ss 1 12, Fa 1 05 1p 1.00 Sps 0.823 Rp 2.5 ap 1.0 WORKING STRESS REDUCTION 1 4 Fp 0 4 ap (2 /3 *Fa *Ss) *lp /(Rp *1 4) Wp 0.090 Wp EXCEPT WHERE. Fp shall not be taken as less than 0.3 *(2 /3 *Fa *Ss) *Ip *Wp /1 4 0 168 Wp depth AND not required to be taken as greater than 1 6 *(2 /3 *Fa *Ss) *Ip *Wp /1 4 0.896 Wp I NO LOAD 0 T.0 LEVEL NO OF LEVELS 9 LVL LIVE LOAD 150 LB DEAD LOAD 5 LB NOTE. NO LOAD ON TOP LEVEL LONGITUDINAL DIRECTION TRANSVERSE DIRECTION, Fp 0.3 *SDS *Ip *Wp /1 4 [0.3 *((2/3) *1.05 *1 12) *1/1 4] (150 LB 5 LB) 26.0 LB Vtotal Fp *NO OF LEVELS 26 LB /LEVEL *9 LEVELS 234 4 LB Fp (GOVERNS) 0 168 Wp Fp V rp Fp Fp Fp Fp Fp LATERAL FORCE DISTRIBUTION I TRANSVERSE 1 ,NATION h LEVEL WEIGHT HEIGHT Fp I Mot 12.0 IN 1 155 LB 12.0 IN 26.0 LB 312.5 IN -LB 12.0 IN 2 155 LB 24 0 IN 26 0 LB 625.0 IN -LB 12.0 IN 3 155 LB 36 0 IN 26 0 LB 937 4 IN -LB 12.0 IN 4 155 LB 48 0 IN 26.0 LB 1249.9 IN -LB 12.0 IN 5 155 LB 60 0 IN 26 0 LB 1562.4 IN -LB 12.0 IN 6 155 LB 72.0 IN 26 0 LB 1874.9 IN -LB 12.0 IN 7 155 LB 84 0 IN 26.0 LB 2187 4 IN -LB 12.0 IN 8 155 LB 96 0 IN 26 0 LB 2499.8 IN -LB 12.0 IN 9 155 LB 108.0 IN 26 0 LB 2812.3 IN -LB 12.0 IN 10 5 LB 120 0 IN 26.0 LB 3124.8 IN -LB Z WH =I y= 260 4 LB 17186.4 IN -LB 12.0.0 IN MATERIAL HANDLING ENGINEERING TEL. (909) 869 -0989 FAX. (909) 869 -0981 16 ATLANTIC AVENUE POMONA, CA 91768 WALL ADEQUACY ANLAYSIS. LIGHT DUTY STORAGE FIXTURE (TYPE H 120 "H x 48 "W x 12 "D) WALL LATERAL LOAD 5 PSF WALL AREA/UNIT (120 IN) (481N) 5760 INA2 40. FTA2 NOTE. IT IS UNDERSTOOD THAT THE DESIGN OF THE WALL IS UNDER THE BUILDING PERMIT CALCULATIONS WILL SHOW THAT PER SECTION 1607 13 INTERIOR /PARTITION WALLS >THAN 6 FT IN HEIGHT MUST BE DESIGNED FOR A MINIMUM OF 5 PSF LATERAL LOADING AND SINCE THE UNITS ARE SUPPORTED AT THE TOP AND BOTTOM, HALF OF THE SEISMIC SHEAR IS TRANSMITTED TO THE TOP AND THE BALANCE TO THE BOTTOM. Vwall 234 4/40/2 2.9 PSF 5 PSF OK, THUS WALL IS ADEQUATE TO RESIST SEISMIC LOADS CONNECTION TO WALL ANLAYSIS. WITHDRAWAL FORCE ON WALL CONNECTION T CONNECTION HEIGHT 90 IN Mot y(Fi Hi) 17186.4 IN -LB Mst ZULIVE LOAD DEAD LOAD) *(D /2)] 9 LEVELS (150 LB /LVL 5 LB /LVL) 12 IN /2 8370.0 IN -LB T (Mot Mst) *2 /(HEIGHT OF CONNECTION) [0 7pMot (0.6 -0 14S *Mst] Height 128 7 LB WITHDRAWAL Q =3 SCREWS /CONN 2 SCREW TYPE #12 TEK SCREW P(allow) 190 LB Pallow CONN 380 LB PROJECT FOR SHEET NO CALCULATED BY DATE (PER SECTION 1607 13 OF THE 2006 IBC) P= 1.3 AUTOZONE #4110 AUTOZONE 22 S Tarik 6/24/2009 SINCE 128.7 LB 380 LB THEN WALL ATTACHMENT IS SUFFICIENT TO RESIST SEISMIC FORCES. CHECK TENSION CAPACITY OF #12 TEK SCREW PER CHAPTER E4 OF THE 1996 AISI COLD FORMED MANUAL.. Tpullout= 0 85 *tc *d *Fu2/0 sec E4 4 1 1 (0.85 0 036 IN 0.216 IN 65000 PSI /3) 1.33 190 LB vass WE Enos MEINESEREENEEN BININEVEI ENGINEE CONS RUCTORS INC CUSTOMER LOCATION P 0 Box 717 Windsor CA 95492 (707) 838-1505 FAX (707) 838-1970 email: dlfeng@msn.com ENGINEERING CALCULATION SHEET 11 EXPIRES 1.41, Ai SHEET NO JOB NO (6'PiZ-4,1 61 DATE 5 BY PUV CHK'D O -4 1 cat GALLA,› v CONS RUCTORS INC CUSTOMER LOCATION ENGINEERING CALCULATION SHEET P0 Box 717 Windsor CA 95492 (707) 838-1505 FAX (707) 838-1970 email. dlfeng@msn.com 1131..% et- OtL 2 ,50 z 1,6-co 1 1..rD yno 15 Nc. 1. 4=t 2 0r 0 F.- -S C1403i.P 1 .6 V oc-ir 1:3c_ L sec. 1 1 2 2.1D-or i 2m 9 k-- 0 c RYcp -per GT =1 S ws v cf .4 2 0%1- ko) cx )4, Vloo' L'1 34) 2.400 1 ITO pLir /c0.v 3crr, L-k Too /1 SHEET NO JOB NO DATE BY CHK'D C-4.4- 4 5 4 .64 4 Ka .At.-14,63rN.Y ,6;(C "p'4,11: ENGINEER: S. C O N S T R U C T O R S INC. Autozone 1936 East First Street Port Angeles, Washington Fn May 08 10.45.20 PDT 2009 Conterminous 48 States 2005 ASCE 7 Standard Latitude 48.107085 Longitude 123 403039 Spectral Response Accelerations Ss and S1 Ss and S1 Mapped Spectral Acceleration Values Site Class B Fa 1 0 ,Fv 1 0 Data are based on a 0 01 deg grid spacing Period Sa (sec) (g) 0.2 1 121 (Ss, Site Class B) 1 0 0 465 (S1 Site Class B) Conterminous 48 States 2005 ASCE 7 Standard Latitude 48 107085 Longitude -123 403039 Spectral Response Accelerations SMs and SM1 SMs =Fax Ss and SM1 =FvxS1 Site Class D Fa 1 051 ,Fv 1.535 Penod Sa (sec) (g) 0.2 1 178 (SMs, Site Class D) 1 0 0 715 (SM1 Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude 48 107085 Longitude 123 403039 Design Spectral Response Accelerations SDs and SD1 SDs 2/3 x SMs and SD1 2/3 x SM1 Site Class D Fa 1 051 ,Fv 1.535 Penod Sa (sec) (g) 0.2 0 786 (SDs, Site Class D) 1 0 0 476 (SD1 Site Class D) Page 1 of 1 \Cadl\D\x\DLFSTRUC\DLF 2007 CBC Default Seismic\2080 7 1.09EQ Template.doc 6.5 METHOD 2- ANALYTICAL PROCEDURE 6.5.12. Design Wind Loads on Enclosed and Partially Enclosed Buildings. (all Heights) MWFRS Velocity pressure .00256 I< K. Ka V I (6 -15) Exposure D Roof Height h 15.8 feet Exposure coefficient K Section 6.5.6.6, is obtained from Table 6 -3, Case 2 for MWFRS Topography factor K 1.00 6.5.7.2, Figure 6 -2 Directionality factor K. 0.85 Table 6-4 Wind Speed V 100 mph Importance factor I. 1.00 Table 6 -1 q 21 76 K psf Internal Pressure Coefficient (GC t 0 18 Figure 6 -5 for Endosed Building V 1 Gust effect factor G 0.85 6.5.8.1 Pressures for MWFRS p gGC q, (GC (6 -17) Wall and Roof External pressure Coefficients C from Fig. 6-6 or 6-8 Wind Normal to Ridge to 21) UB 2.86 h/L 15.8/60 0.26 B= 0.0 Windward wall C 0.8 Windward roof C Leeward wall C -0.257 for UB 2.86 Leeward roof C Side wall C -0 7 or Roof C -0.90 -0.90 -0.50 -0.30 Wind Parallel to Ridge to 60) UB 0.35 Windward wall C 0.8 h/L 15.8/21 0 75 Leeward wall C -0.500 for UB 0.35 Roof C 1 1 1.0 Side wall C -0.7 for dist 7.9 15.8 17.3, 17.3 GC =±0.18 q,(GC 22.62(0.18) 20.32 1 .75 ft 4.07 All forces shown in psf 20.19 01 to15 1111111Clions 1 24.99 15.75 ft 24.86 O to 15 ft q,± 4.07 All forces shown in psf y I bU 1' 1 21 p gGC q (GC Eq. 6 -15 For Exp D where q q for windward z 700 q q for leeward wall, side wall and roof @15.8 ft K 2.01(z/z q q for enclosed building @15.8 ft K (min) 2.01(15/z 1 Roof H1, h 15.8 ft (Normal to Ridge 1 to 21 1 Parallel to ridge 1 to 60 'Height 1 Kh 1 g 1 Co 1 ghGCp 1 C g 1Leeward wall lall 1 1.0401 22.621 0.257141 -4.94 1 -0.50 1 -9.61 l Side wall loll 1 1.0401 22.621 0.7 1 13.46 I -0.70 1 13.46 Roof ww Or -0.90 17.3 fro 7.9 1 10 -21 19 fr 0 7.9 Lw -0.90 17.3 fr >7.9 1.00 19.25 fr >7.9 0.50 9.61 fr 15.8- fr 15.8- -0.30 5.77 fr fr Wind Normal to tidge Wind 'arallel to Ridge z, Ht. (8) K q C p =g W W +LW C p =g W W +LW Windward wall 0 to 15 1.030 22.42 0.8 15.24 20.19 0.80 15.24 24.86 8.0 1.030 22.42 0.8 15.24 20.19 0.80 15.24 24.86 15.8 1.039 22.61 0,8 15.37 20.32 0.80 15.37 24.99 11.5 2ot7P °y' tc .C.3 L- A-5 s 3)C Zer p-0 IBC2006 (1613), ASCE 7 -05 CHAPTER 11,12,13 SEISMIC DESIGN CRITERIA Response Spectral Acc. (0.2 sec) S, 112.10 %g Response Spectral Acc.( 1.0 sec) S, 46.50 %g Soil Site Class I D I Site Coefficient F 1.052 Site Coefficient F 1.536 Max Considered Earthquake Acc. SMS F,.S, Max Considered Earthquake Acc. S F .S, 5% Damped Design Sos 213(SMS) S01 2 3 (SM1) Building Occupancy Categories n, Standard Design Category Consideration: I Flexible Diaphragm Seismic Design Category for 0.1 sec D Seismic Design Category for 1.0sec D St .75g NA Since Ta .8Ts (see below), SDC D Comply with Seismic Design Category D 12.8 Equivalent lateral force procedure Seismic Force Resisting Systems Response Modification Coef. R Over Strength Factor a 2.5 Importance factor I 1 Seismic Base Shear V C W Sos R/I Sal (R/I).T SDITL T`(R/I) 0.01 Min C, 0.5S Use C,= 0.121 Design base shear V 0.121 W C.= or need not to exceed, C, or C, C, shall not be less than Where 0. 0.2S Deflection Amplification factor C Nonbuilding structures, Section 15 Response Modification Coef. R Importance factor I For flexible nonbuilding, C, Min C, or C,= V= For rigid nonbuilding, C, 6.5 2.5 0.158(D) 4 0.236 W 1.121g 0.465g Table 20 -3 -1 Default D 1 179 0.714 0.786 0.476 .1 Table 1 -1 «I C 0.02 Building ht. H„ 16 C„= 1.400 Approx Fundamental period, T C,(h Calculated T shall not exceed Cu.Ta 0.8Ts 0.8(S /Sp Is structure Regular 55 stories 1 Yes v Response Spectral Acc.( 0.2 sec) S,= 1.121g F 1.05 5% Damped Design Sea %(F .S,) 0.786g 3 1 Sp 0.262 0.03 0.8 S,1/R 0.124 0.262 W 0.3Sp Figure 22 -1 through 22 -14 Figure 22 -1 through 22 -14 with dist between seismic resisting system >40ft Table 11.6 -1 Table 11.6 -2 Section 11.6 Control (exception of Section 11.6 does not apply) IRC, Seismic Design Category 01 T R3012.2.1.1 A. BEARING WALL SYSTEMS 113. light framed walls sheathed with wood structural panels rated for shear resistance or steel sheets I v x 0.75 T 12.8-2 ft Limited Building Height (ft) 65 for S of 0.4769 Table 12.8 -1 0.160 12.8 -7 T 12.000 Sec 0.224 Use T 1 0 224 I v II Sec. 0.485 Control (exception of Section 11.6 does not apply) 12.8.1.3 Max Ss 51.5g x.121 0.327 N/A N/A Control h= 10ft 1.258W p 0.236Wp For TST For T T, For S, z0.6g Table 11 4 -1 Table 11.4 -2 (11 4 -1) (11 4 -2) (11 4 -3) (11 4-4) (11 4 -3) Table- 12.2 -1 foot note g Table 11.5 -1 12.14 Simplified Seismic base shear 113. Light framed walk sheathed with wood structural panels rated for shear resistance or steel sheets 5% Damped Design Sos 0.786 SDC D Limitations: P F 1 1 For two-story building R 6.5 V= FSp =0133W R 13.3 Seismic Demands on Nonstructural Components F 0.4a +2z/h) (13.3 -1) (VIP) a p 1 R 3 I 1.0 z= 10ft Max F 1.6Sp Min F 0.3S Fp= 0.314 Wp 12.11 1 Structural Walls and Their Anchorage F 0.40S 12.11 1 0.314(W) 12.11.2 Anchorage of Concrete or Masonry structural Walls (flexible diaphragm) or F 400Sp 314 shall be 2280 #Nft F,,= 0.8Sp (12.11 1) 0.629 Wp Max Seismic Load E S2Q t 0.2SosD (12.4.4), (12.4.5), (12.4,6), (12.4.7) T 15.4 -1 or T 15.4 -2 15.4.1 1 (15.4 -1) (15.4 -2) (15.4 -5) eiltuy S10,Su►4,%L. tt(ao)(2)= LUo St( v) 'Lilo (12.8 -2) GDS (12.8 -3) (12.8-4) (12.8 -5) (12.8-6) Sos= 0.786 T -12.2. t„Up4y�i T -12.14 I T 13.5 -1 or 13.6 -1 13.1.3 Fp =0.314Wp (13.3 -2) (13.3 -3) k c toeuf l� aYD tcJ-OL 11 1,0be0c_flek..D ta4Latt t Eamon ein1111111111 INISEIRMININSIMS RI MINN ENGtNEE CONS RUCTORS INC CUSTOMER LOCATION ENGINEERING -CALCULATION SHEET P0 Box 717 Windsor CA 95492 (707) 838-1505 FAX (707) 838-1970 email. dlfeng@msn.com 6 4-11CCi4 4 fAM 1.• CP 400 -4- 3c- 2 3( z--Coci fu 515.. SHEET NO JOB NO DATE BY co k--\� -v t-Itexo Si-, iliC1-!2,---(.‘01- t -A. I Il ...71 1 1 7' '2 11:191,.. t.4*- p- t4) 6 CHK'D i .i• ax.e.: br t 1 T j t 1 ENGINEE CONS RUCTORS INC CUSTOMER LOCATION ENGINEERING CALCULATION SHEET P0 Box 717 Windsor CA 95492 (707) 838-1505 FAX (707) 838-1970 email: dlfeng@msn.com t 1,1-3 Law'r u-A-)r- SHEET NO JOB NO DATF BY C1.1Ce.,•4 C"-- 9- MuL 7*.? F•1, Po L r tiNAIStic tt e Zt t 0..90 4 Z. et- ?-0 -otc, _f-Prc2-1.2 a I GLA.4.) Co. CHK'D Lk.3s coft_e 3 "Tt- ti>0.1 L 10 x:S3 N*Vir„ V2 R■ersi-"Nr? G 'l'1 Qz,a- L. t o-k. 7 -s '13 et(-1,2-''r T ‘1.S 16(.0 1-(4, Steel Design Report Checking 11Cad11D1x1DLFSTRUC1Multi job files\Year 200912080.7 1.091Storefront Beam Long Span.mfd to ASD code Tuesday May 12, 2009 9:50 AM Checking design member 2 Members: 2 Group. W Section: W10x33 Load Case Dead +O 75Live +O 75Wind +O 75Snow Fy 50000.0 psi On gross area F=0 6 *FY 0 6 *50000.0= 30000.0 psi On net area Ft 0.5 *F =0.5 *70000 0 =35000 0 psi h/t 8.9/0.3 =30.6 s 380 /4(F 380/' (50000 0) =53 7 F 0 4 *Fy 0 4 *50000.0 =20000 0 psi C 4(2 *7C *E /F =4(2 *71 *29000995.3/50000.0) =107.0 KI/ r =max(K *I /r *I /r max(1.0* 135.6/4.2,1.0 *24.0/1.9) =32.4 FS= 5/ 3 +3 *(KUr) /(8 *Cc)- (KUr) /(8 *Cc =513 +3 *32.4/(8 *107.0) 32.4 *107 0 =1.8 F (1- (KUr) /(2 *Cc *F =(1 32.4 *107.0 *50000.0/1.8= 26855.9 psi b/t =4.0/0 4 =9 1 65/'(F 65/I(50000.0) =9.2 Section is Compact Major Axis: L min(76 *b 20000 /(d /A *F min(76 *8.0/4(50000 0),20000/(9 7/3.5 *50000.0)) =min(7 1 11.9) =7 1 L L F =O 66 *FY 0.66 *50000.0= 33000.0 psi Minor Axis. F =0 75 *Fy 0 75 *50000 0= 37500.0 psi Design Member 2, Dead +0.75Live +0.75Wind +0.75Snow Major Bending Tensile Bending Stress: f F 701.9 s 33000 0 OK 98% under Compressive Bending Stress: f F 701.9 33000.0 OK 98% under Design Member 2, Dead +0.75Live +0.75Wind +0.75Snow Major Shear f F 344.5 20000 0 OK 98% under Design Member 2, Dead +0.75Live +0.75Wind +0.75Snow Major Deflection 8 L/240 0 0 5. 0.6 in OK 100% under Design Member 2, Dead +0.75Live +0.75Wind +0.75Snow Minor Bending Tensile Bending Stress. f F 16800.9 37500 0 OK 55% under Compressive Bending Stress: f 5 F 16800.9 37500 0 OK 55% under Design Member 2, Dead +0.75Live +0.75Wind +0.75Snow Minor Shear f F 108.3 s 20000 0 OK 99% under Design Member 2, Dead +0.75Live +0.75Wind +0.75Snow Minor Deflection g L/240 1302558762487.9 0.6 in OK 2147483548% under Design Member 2, Dead +0.75Live +0.75Wind +0 75Snow Slenderness K, *L 1 0 *135 6/4.2 =32.4 200 0 OK 84% under K *LVry 1.0 *24.0/1.9= 12.4 200 0 OK 94% under Design Member 2, Dead +0 75Live +0.75Wind +0 75Snow Compression f s F 0.0 26855.9 OK 100% under Design Member 2, Dead +O 75Live +0.75Wind +0 75Snow Bending Tension fa /Ft +fbx/Fbx +fby /Fby 0 0/ 35000.0 +701.9/33000.0 +16800.9/37500.0 =0.5 1 OK 53% under Design Member 2, Dead +0.75Live +0 75Wind +0 75Snow Bending Compression f /F 0.0/26855.9 =0.0 0 15 fa /Fa +fbx/Fbx +fby/Fby 0 0/26855.9 +701.9/33000 0 +16800.9/37500.0 =0.5 s 1 OK 53% under Load Case 0 6Dead +Wind Fy 50000.0 psi On gross area Ft 0.6 *FY 0.6 *50000 0 =30000 0 psi On net area Fi 0.5 *F =0.5 *70000 0 =35000 0 psi h/t 8.9/0.3 =30.6 s 380/ 'J(F 380/'1(50000.0) =53 7 F 0 4 *Fy 0 4 *50000.0= 20000.0 psi C X1(2 *n *E /F 1(2 *7E *29000995.3/50000.0) =107.0 KI /r =max(K *I /r *I /r max(1.0 *135.6/4.2,1.0 *24 0/1.9) =32.4 FS =5/3 +3* (KUr) /(8* Cc)- (KUr) *Cc =5/3 +3 *32.4/(8* 107.0)- 32.4 107.0 =1.8 F (1- (KUr) /(2 *Cc *F =(1 32.4 *107.0 *50000.0/1.8= 26855.9 psi b/t =4.0/0 4 =9 1 65 /'I(F 65/4(50000 0) =9.2 Section is Compact Major Axis: L min( 76* b 4(F /(d /A min(76 *8 0/'1(50000.0),20000 /(9 7/3.5 *50000.0)) =min(7 1 11.9) =7 1 L L F 0.66 *Fy 0.66 *50000.0= 33000.0 psi Minor Axis: F =O 75 *Fy 0 75 *50000 0 =37500 0 psi Design Member 2, 0.6Dead +Wind, Major Bending Tensile Bending Stress: f 5 F 161.5 33000.0 OK 100% under Compressive Bending Stress: f s F 161.5 33000.0 OK 100% under Design Member 2, 0.6Dead +Wind, Major Shear f s F 79.3 s 20000.0 OK 100% under Design Member 2, 0.6Dead +Wind, Major Deflection 8 <_U240,0.0 <_0.6inOK100 %under Design Member 2, 0.6Dead +Wind, Minor Bending Tensile Bending Stress: f S F 22395.5 s 37500.0 OK 40% under Compressive Bending Stress: f s F 22395.5 _s. 37500 0 OK 40% under Design Member 2, 0.6Dead +Wind, Minor Shear f S F 144 6 20000.0 OK 99% under Design Member 2, 0.6Dead +Wind, Minor Deflection 8 s L/240 1736745016650.6 0 6 in OK 2147483548% under Design Member 2, 0.6Dead +Wind, Slenderness K *L 1.0 *135.6/4.2 =32.4 s 200 0 OK 84% under K *L,/ry 1.0 *24 0/1.9= 12.4 200 0 OK 94% under Design Member 2, 0.6Dead +Wind, Compression f _s F 0 0 26855.9 OK 100% under Design Member 2, 0.6Dead +Wind, Bending Tension f /F +f +f /F 0.0/35000 0 +161.5/33000 0 +22395.5/37500.0 =0.6 1 OK 40% under Design Member 2, 0.6Dead +Wind, Bending Compression f 0.0/26855.9 =0.0 s 0 15 fa /Fa fbx/Fbx fbVF b y 0 0/ 26855.9+ 161.5/33000.0 +22395.5/37500.0 =0.6 S. 1 OK 40% under 8 Steel Design Report Checking 1 \Cad11D1x1DLFSTRUCIMuIti job flles\Year 200912080.7 1.091Storefront Beam Short Span.mfd to ASD code Tuesday May 12, 2009 10:02 AM Checking design member 1 Members: 1 Group: W Section: W10x33 Load Case Dead +O 75Live +O 75Wind +O 75Snow FY 50000.0 psi On gross area Ft 0.6 *Fy 0.6 *50000.0= 30000.0 psi On net area Ft 0.5 *F =0.5 *70000.0= 35000.0 psi h/t 8.9/0.3= 30.6 5 380 /4(F 380/'(50000.0) =53 7 F 0 4 *Fy 0 4 *50000 0= 20000.0 psi C 4(2 *7r *E /F 4(2 *7r *29000995.3/50000.0) =107.0 KI/ r =max(K *I /r *I /r max(1.0* 108.0/4.2,1.0 *24.0/1.9) =25.8 FS= 5/3 +3 *(KUr) /(8* Cc)- (KUr) /(8* Cc 513 +3 *25.81(8* 107.0)- 25.8 107.0 =1.8 F (1- (KUr) /(2 *Cc *F =(1 25.8 *107 0 *50000 0/1.8= 27659.4 psi blt =4.0/0 4 =9 1 65 /'1(F 65/'1(50000.0) =9.2 Section is Compact Major Axis. L min(76 *b 20000 /(d /A *F min(76 *8.0/1(50000.0),20000 /(9 7/3.5 *50000.0)) =min(7 1 11.9) =7 1 L 5 L F 0.66 *Fy 0.66 *50000.0= 33000.0 psi Minor Axis. F =O 75 *Fy 0 75 *50000.0 =37500 0 psi Design Member 1 Dead +0.75Live +0 75Wind +0.75Snow Tensile Bending Stress: f F 2392.2 33000.0 OK 93% under Compressive Bending Stress: f F 2392.2 33000.0 OK 93% under Design Member 1 Dead +0.75Live +0.75Wind +0.75Snow f F 1099 1 5 20000.0 OK 95% under Design Member 1 Dead +0.75Live +0.75Wind +0.75Snow 8 U240 0.0 5 0.5 in OK 95% under Design Member 1 Dead +0.75Live +0.75Wind +0.75Snow Tensile Bending Stress: f 5 F 1485.5 .5 37500.0 OK 96% under Compressive Bending Stress: f F 1485.5 5 37500.0 OK 96% under Design Member 1 Dead +0.75Live +0 75Wind +0 75Snow f 5. F 73.1 5 20000.0 OK 100% under Design Member 1 Dead +0.75Live +0 75Wind +0.75Snow 8 L/240 0050.5 in OK 97% under Design Member 1 Dead +0.75Live +0 75Wind +0.75Snow K *L 1 0 *108.0/4.2 =25.8 s 200 0 OK 87% under K *L 1 0 *24.0/1.9= 12.4 200 0 OK 94% under Design Member 1 Dead +0.75Live +0.75Wind +0.75Snow Major Bending Major Shear Major Deflection Minor Bending Minor Shear Minor Deflection Slenderness Compression f F 0.0 27659 4 OK 100% under Design Member 1 Dead +0.75Live +0.75Wind +0.75Snow Bending Tension fa /Ft +fbx/Fbx +fby /Fby 0.0/30000 0 +2392.2/33000.0 +1485.5/37500.0 =0 1 1 OK 89% under Design Member 1 Dead +0.75Live +0.75Wind +0.75Snow Bending Compression f /F 0.0/27659 4 =0.0 0 15 fa /Fa +fbx/Fbx +fbyFby 0.0/27659 4 +2392.2/33000.0 +1485.5/37500 0 =0 1 s 1 OK 89% under Load Case 0 6Dead +Wind FY 50000 0 psi On gross area Ft 0.6 *FY 0.6 *50000.0 =30000 0 psi On net area F 0.5 *F =0.5 *70000 0 =35000 0 psi h/t 8.9/0.3= 30.6 380 /4(F =3801 ((50000.0) =53 7 F 0 4 *FY 0 4 *50000 0= 20000.0 psi C 4(2 *7t *E /F I(2 *7t *29000995.3/50000.0) =107.0 KI /r =max(K *I /r *I/r =max(1 0 *108.0/4.2,1.0 *24 0/1.9) =25.8 FS= 5/3 +3* (KUr) /(8* Cc)- (KUr) *Cc =5/3 +3 *25.8/(8* 107.0)- 25.8 107.0 =1.8 F (1- (KUr) /(2 *Cc *F,/FS =(1 25.8 *107 0 *50000 0/1.8 =27659 4 psi b/t =4.0/0 4 =9 1 65/4(F 65/'1(50000.0) =9.2 Section is Compact Major Axis: L min(76 *b ,20000 /(d /A *F min(76 *8.0/4( 50000 0), 20000 /(9 7/3.5 *50000.0)) =min(7 1 11.9) =7 1 L L F =O 66 *FY 0.66 *50000.0= 33000.0. psi Minor Axis. F =O 75 *FY 0 75 *50000 0= 37500.0 psi Design Member 1 0.6Dead +Wind, Major Bending Tensile Bending Stress: f F 381 1 33000.0 OK 99% under Compressive Bending Stress: f 5 F 381 1 33000 0 OK 99% under Design Member 1 0.6Dead +Wind, Major Shear f F 175.1 20000 0 OK 99% under Design Member 1 0.6Dead +Wind, Major Deflection 8 5_ L/240 0.0 <_0.5 in OK 99% under Design Member 1 0.6Dead +Wind, Minor Bending Tensile Bending Stress. f F 1980.6 37500.0 OK 95% under Compressive Bending Stress: f F 1980.6 37500.0 OK 95% under Design Member 1 0.6Dead +Wind, Minor Shear f F 97.5 20000.0 OK 100% under Design Member 1 0.6Dead +Wind, Minor Deflection 5 :5. U240 0.0 <_0.5 in OK 95% under Design Member 1 0.6Dead +Wind, Slenderness K *L,,/rX 1.0 *108 0/4.2= 25.8 200 0 OK 87% under K *L 1.0 *24 0/1.9 =12.4 5 200 0 OK 94% under Design Member 1 0.6Dead +Wind, Compression f F 0.0 27659 4 OK 100% under Design Member 1 0.6Dead +Wind, Bending Tension f /F +f +f /F =O 0/30000.0 +381 1/33000 0 +1980.6/37500.0 =0 1 5 1 OK 94% under Design Member 1 0.6Dead +Wind, Bending Compression f 0.0/27659 4 =0.0 0 15 fa /Fa +fbx/Fbx +fby/Fby 0 0/27659 4 +381 1/33000.0 +1980.6/37500.0 =0 1 1 OK 94% under o ENGINEE CONSITRUCTORS INC CUSTOMER LOCATION Lpkirceept, SW, ick.se "17-v:as V-qx-i- L�Ac P 0 Box 717 Windsor CA 95492 (707) 838-1505 FAX (707) 838-1970 ENGINEERING CALCULATION SHEET ecst, o 6•19 k t 2- 4 (.1)00) u■cmo N 54a0/ Lloo vi Leti put- 4 c>4 —1") cohle--,4 SHEET NO JOB NO DATE. BY CHK'D H2.50 email. dlfeng@msn.com rzA2-1'\ tsr- Goo ortt 8.0‘‘ cip ALM III billiENSINE EffINEINGEMBILI IMEN411111 31.31 ENGINES CONS RUCTORS INC CUSTOMER LOCATION -abo(0.0)t, 4 ("An_ (.19,4 1 kovtuk O'rerit. ENGINEERING CALCULATION SHEET P 0 Box 717 Windsor CA 95492 (707) 838-1505 FAX (707) 838-1970 email. dlfeng@msn.com UCAdr ClAr tod .t N o t-100 7— -z.. $1. 4 -ff SHEET NO JOB NO DATE BY (Pcil>",45(I'Vrt.) (-91P IvseArlt _L. .4- lv CHK'D vane pf Zwanumm 11111161111MIUMINI miuuii 111111111111111111 ENGINES CONS RUCTORS INC CUSTOMER LOCATION .4 Cer I■veutt1 couch Ocs3- Ot.o. P 0 Box 717 Windsor, CA 95492 (707) 838-1505 FAX (707) 838-1970 email. dlfeng@msn.com itps 2245 c 2rTestvsaa zrv..- '7 ENGINEERING CALCULATION SHEET SHEET NO JOB NO DATE BY 1.12 CHK'D es15 6-4 r •C iA7 44' SM vp.a)-sle \r&A'S CONS RUCTORS INC CUSTOMER LOCATION rA I a liuiIUIIIII pi imaimmens IMEMBINISMILINE MENIMINIE ENGINEE ENGINEERING CALCULATION SHEET P 0 Box 717 Windsor CA 95492 (707) 838-1505 FAX (707) 838-1970 email: dlfeng@msn.com SHEET NO JOB NO DATE BY CHK'D 1 -t"oi 1-64 fir,fe ad 4 I■Je? Ue(A Pr I 1 4) g L4 1. r C.,,,, ,,,,/(1. u.se,s f _w Os VANCED Energy Solutions Commercial Energy Compliance Report 2006 Washington Nonresidential Energy Code Autozone Store #4110 Port Angeles. WA Advanced Energy Solutions VANCED 0 Energy Solutions Compliance Summary Project: Autozone Retail Store #4110 Port Angeles, WA Envelope Compliance Compliance; YES Lighting Compliance Comp liance; `YES If you have any questions please call 479 631 -1712 s This project includes the addition onto an existing envelope Lighting fixtures have been replaced throughout. Also 2 unitsar new replacement rooftops with 1 additional new over the addition. Envelope was provided for the addition, as the other envelope is existing to remain No compliance necessary Lighting has been calculated throughout due to complete replacement. Envelope Summary (back) limate Zone 1 ENV -SUM 2004 Washington State Nonresidential Energy Code Compliance Forms Decision Flowchart for Prescriptive Option 1302 Space Heat Type: For the purpose of determi ing building envelope requirements. the following two categories comprise all space healing types: Other All other space heating systems including gas. solid fuel. oil. and propane space heating systems and those systems listed in the exception to electric resistance. (continued at right) Mass Wall Criteria OK? (below) All Insulation Installed? Below Grd Wall (ext) R -10 Below Grd Wall (oth) R 19 Roof Over Attic R -30 All Other Roof R -21 Raised Floor R 19 Slab -On -Grade R -10 Radiant Floor R -10 Opaque Door U -0.60 2004 Washington State Nonresidential Energy Code Compliance Form No Lye: Yes Mass Wall Insulation Req. Mass Wall U0.15/R5.7ci CMU Block Ins. Cores _Yes Wood Frame R19 Metal Framed R19 No Concrete/Masonry Option* Assembly Description Use this flowchart to determine if project qualifies for the optional Prescriptive Option. If not, either the Component Performance or Systems Analysis Options must be used. Glazing Area 0 -30% 30-45% >45% Nc Assy Tag Yes Glazing Criteria Met? Vert 01-1 UVaI UVaI 0.55 0.70 0.45 0.60 Not Allowed START Electric Resistance SHGC 0.45 0 40 I I No Yes Prescriptive Path Allowed HC* i Totals Electric Resistance: Space heating systems which use electric resistance elements as the primary heating system ncluding baseboard. radiant. and forced air units where the total electric resistance heat capacity exceeds 1.0 Wift of the gross conditioned floor area. Exception: Heat pumps and terminal electric resistance healing in variable at volume distribution systems. Yes Yes Glazing Criteria Met? Glazing Vert OH Area UVaI UVaI SHGC 0 -30% 0.40 0.60 0.40 >30 Not Allowed Yes Component Performance or Systems Analysis Required No Wall Heat Capacity (HC) Area (sf) Area weighted HC divide total of (HC x area) by Total Area All Insulation Installed? Below Grd Wall (ext) Below Grd Wall (oth) Roof Over Attic All Other Roof Raised Floor Slab -On -Grade Radiant Floor ODaaue Door Yesi Mass Wall Criteria OK? (below) Yes Mass Wall Insulation Req. Mass Wall U0.15/R5.7ci Yes— CMU Block Ins. Cores Wood Frame R19 Metal Framed U0.062 HC x Area Wood Metal R -10 R -10 R 19 U -0.062 R -38 U -0.031 R 30 U -0.034 R -30 U -0 029 R -10 R -10 R 10 R -10 U -0.60 U -0 60 Revised May 2005 if the area weighted heat capacity (HC) of the total above grade wall is a minimum of 9 0 the Concrete Masonry Option may be used. *For framed walls, assume HC =1 0 unless calculations are provided; for all other walls use Section 1009. Envelope Summary Climate Zone 1 ENV -SUM 2004 Washington State Nonresidential Energy Code Compliance Forms Project Info Applicant Name Autozone Design and Construction Applicant Address 123 S Front Street Memphis TN 38103 Applicant Phone 800 285 2223 1 Project Description I New Building El Addition Alteration Change of Use Compliance Option Prescriptive El Component Performance Systems Analysis Space Heat Type Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area if they are insulated to the level required for opaque walls. 0 yes Concrete/Masonry Option no Envelope Requirements (enter values as applicable) Fully heated/cooled space Roofs Over Attic All Other Roofs Opaque Walls' Below Grade Walls Floors Over Unconditioned Space Slabs -on -Grade Radiant Floors Opaque Doors Vertical Glazing Overhead Glazing Vertical /Overhead Glazing Semi heated space 2 Roofs Over Semi Heated Spaces Notes Project Address 2004 Washington State Nonresidential Energy Code Compliance Form Autozone Store No 4110 First Street Port Angeles WA (See Decision Flowchart (over) for qualifications) Q Electric resistance Total Glazing Area (rough opening) (vertical overhd) Minimum Insulation R values 30 0 30 0 10 0 Maximum U- factors Maximum SHGC (or SC) 0 390 Minimum Insulation R values 1 Assemblies with metal framing must comply with overall U- factors 2. Refer to Section 1310 for qualifications and requirements All other Revised May 2005 I Date 5/4/2009 For Building Department Use (see over for definitions) Electronic version: these values are automatically taken from ENV -UA -1 Gross Exterior divided by Wall Area times 100 equals Glazing 1548 0 X 100 Check here if using this option and if project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly below 0 240 0 480 Opaque Concrete /Masonry Wall Requirements Wall Maximum U- factor is 0.15 (R5.7 continuous ins) CMU block walls with insulated cores comply If project qualifies for Concrete /Masonry Option, list walls with HC 9.0 Btu /ft below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 10 -9 in the Code. Wall Description U- factor (including insulation R -value position) 2004 Washington State Nonresidential Energy Code Compliance Forms Project Address Autozone Store No Space Heat Type Glazing Area as gross exterior wall area Concrete/Masonry Option 4 o j E.°. 05 n Z a 2 O R= Plan ID R= Plan ID R= Plan ID R= Plan ID R= Plan ID *For CMU walls, indicate core insulation material. 2004 Washington State Nonresidential Energy Code Compliance Form Envclope'UA.Calculations Climate Zonel ENV -UA 4110 Q Electric resistance All other Prop I 45 0% Max.Target 1 0 Yes Q No Notes. If glazing area exceeds maximum allowed in Table then calculate adjusted areas on back (over). To comply 1) Proposed Total UA shall not exceed Target Total UA. 2) Proposed Total Area shall equal Target Total Area. Date 5/4/2009 For Building Department Use Revised May 2005 Building Component Proposed UA Target UA List components by assembly ID page U- factor x Area (A) UA (U x A) U- factor x Area (A) UA (U x A) U= Plan ID 0 550 U= Plan ID Glazing Electric Resist. Other Heating ai cn U= Plan ID 0 -30% 0 40 0 55 r U= Plan ID >30 -45% see note above 0 45 0 U= Plan ID• U= Plan ID U= Plan ID• 8 U= Plan ID' 0 700 Q U= Plan ID Glazing Electric Resist. Other Heating U= Plan ID 0 -30% 0 6 0 7 O U= Plan ID >30 -45% see note above 0.6 in U= Plan ID o U= Plan ID U= Plan 111 U= Plan ID 0 700 0 U= Plan ID 0 600 42 0 25 2 m o U= 0 240 Plan ID A 1 0 240 42 0 10 1 Electric Resist. Other Heating O U= Plan ID 0 60 0 60 n R= Plan ID 0 036 R= Plan ID Electric Resist. Other Heating O f, R= Plan ID 0.031 0.036 R= 30 0 Plan ID A 2 0 032 1160 0 37 1 0 046 1160 0 53 4 O R= Plan ID Electric Resist. Other Heating R= Plan ID 0.034 0.046 R= 13 0 Plan ID A 2 0 109 1506 0 164 2 0 190 1506 0 286 1 R= Plan ID' R= Plan ID R= Plan ID Electric Resist. Other Heating R= Plan ID Frame -Wd 0 062 0.062 R= Plan ID Frame -MtI 0.062 0.109 R= Plan ID Mass Wall` 0 15 0 15 *Note: sum of Target Areas here should equal Target Opaque Wall Area (see back) see mass wall Criteria R= Plan ID R= Plan ID' Electric Resist. Other Heating R= Plan ID Int Ins 0 062 0.062 Note: if insulated to levels required for opaque walls, list above with opaque walls Ext Ins 0.07 0.07 R= Plan ID 0 056 R= Plan ID' Electric Resist. Other Heating R= Plan ID' 0 029 0.056 0 730 100 4 73 3 0 540 100 4 54 2 Electric Resist. Other Heating F =0 54 F =0 54 (see Table 13 -1 for radiant floor values) Totals 2808 4 284 6 Totals 2808 4 418 9 Climate Zone 1 ENV -SHGC 2004 Washington State Nonresidential Energy Code Compliance Forms Glazing List components by assembly ID page SHGC' x Area (A) SHGC x A SHGC x Area (A) SHGC x A ID'Storefront Windows sheet AS 0 450 rn ID Storefront Doors sheet AS Glazing Electric Resist. Other Heating ID' 0 -30% 0 4 0 45 CD ID' >30 -45% not allowed 0 4 ID' ID 'Note. Manufacturer's SC may be used in lieu of SHGC For compliance. Proposed total SHGC x A shall not exceed Target total SHGC x A NOTE. Since 1997 SHGC compliance for vertical and overhead glazing is allowed to be calculated together Target Area Adjustment Calculations If the total amount of glazing area as a of gross exterior wall area (calculated on ENV -SUM1) exceeds the maximum allowed in Table 13-1 then this calculation must be submitted Use the resulting areas in the Target UA and SHGC calculations above. Glazing Area OG= Opaque Area Gross Exterior Wall Max Glazing Area Area (Table 13 -1) 1548 0 696 6 2004 Washington State Nonresidential Energy Code Compliance Form Proposed Areas: Numbered values are used in calculations below Roofs over Attics Other Roofs IOG= 1 X 45 0% 1 100 I 0 lesser 696 6 Proposed Opaque Area Proposed OG Area Roofs over Attics Other Roofs 1160 0 -t- Totals 1160 0 Proposed SHGC VG= Walls 1506 0 Maximum Target Glazing Area 696 6 Target OG Area in Roofs over Attics Target OG Area in Other Roofs Max OG Remaining 696 6 1 0lesser s' 696 6 Totals Target VG Area 71 Target OG Areal Target Opaque Area 1160 0 Target values in shaded boxes are used in the applicable Target UA calculations on the front. Target VG Area and Total Target OG Area are also used in the applicable Target SHGC calculations above. Target SHGC Revised May 2005 Note: OG overhead glazing VG vertical glazing For Target OG's, the lesser values are used both here and below Proposed Opaque Area Proposed VG Area Target VG Area Target Opaque Area 1 Walls' I 1506 0 I 1 I 1506 0 Target Areas OK Note: If there is more than one type of wall, the Target VG Area may be distributed among them, and separate Target Opaque Areas found. If the Target Areas for Opaque Walls listed on the front must equal the total calculated here. ing PerrpitPIans Checklist ENV=CHK 2004 Washington State Nonresidential Energy Code Compliance Forms !Date The following information is necessary to check a building'perrnit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Project Address Applicability Code (yes, no n.a.) Section Component GENERAL REQUIREMENTS (Sections 1301 1314) 1 1301 IScooe 'Unconditioned spaces identified on olans if allowed yes 1302 Space heat type. n a n a yee yes n a yes n a yes yes n a yes n a yes n a yes yes n a 2004 Washington State Nonresidential Energy Code Compliance Form Autozone Store No 4110 Information Required If "Other" N -1 indicate on olans that electric resistance heat is not allowed 1310.2 (Semi- heated spaces ISemi- heated spaces identified on plans if allowed I I 1311 'Insulation 1311 1 Ilnsul. installation 'Indicate densities and clearances 1311.2 Roof /ceiling insul. Indicate R -value on roof sections for attics and other roofs; A 3 Indicate clearances for attic insulation; Indicate baffles if eave vents installed; Indicate face stapling of faced batts 1311.3 Wall insulation Indicate R -value on wall sections; A 3 Indicate face stapling of faced bans: Indicate above grade exterior insulation is protected; Indicate loose -fill core insulation for masonry walls as necess; Indicate heat capacity of masonry walls if masonry option is used F73; 1311 4 Floor insulation !Indicate R -value on floor sections; Indicate substantial contact with surface Indicate supports not more than 24" o.c. Indicate that insulation does not block airflow throuoh foundation vents 1311.5 Slab -on -grade floor Indicate R -value on wall section or foundation detail; A3 Si Indicate slab insulation extends down vertically 24" from top; Indicate above arade exterior insulation is protected 1311.6 Radiant floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 36" from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where rea'd. by Official 1312 'Glazing and doors !Provide calculation of glazing area (including both vertical IA 5 vertical and overhead) as percent of cross wall area 1312.1 U- factors Indicate glazing and door U- factors on glazing and door Specs schedule (provide area weighted calculations as necessary); Indicate if values are NFRC or default, if values are default then specify frame type, glazing layers, gapwidth, low-e coatings, as filtinas 1312.2 SHGC SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area weighted calculations as necessary) 1313 (Moisture control 1313.1 'Vapor retarders 'Indicate vapor retarders on warm side 1313.2 (Roof /ceiling vap.ret. 'Indicate vapor retarder on roof section; Indicate vao. retard. with sealed seams for non -wood struc. 1313.3 'Wall vapor retarder 'Indicate vapor retarder on wall section 1313.4 'Floor vapor retarder 'Indicate vapor retarder on floor section 1313.5 'Crawl space vap. ret. 'Indicate six mil black polyethylene overlapped 12" on ground 1314 'Airleakaoe 1314.1 'Bldg. envel. sealing 'Indicate sealing, caulking, gasketing, and weatherstripping 1314.2 'Glazing/door sealing 'Indicate weatherstripping 1314.3 IAssemb. as ducts 'Indicate sealing, caulking and gasketing PRESCRIPTIVE /COMPONENT PERFORMANCE (Sections 1320 -23 or 1330 -34) Envelope Sum. Form Completed and attached. Provide component performance worksheet if necessary If "no is shown for any question, provide explanation: 5/4/2009 Revosed May 2005 Location Building Department on Plans Notes 'Specs I 'Specs I 'Specs I 'Specs I 2004 Washington State Nonresidential Energy Code Compliance Form Building Permit Plans Checklist 2004 Washington State Nonresidential Energy Code Compliance Forms ENV -CHK Revised May 2005 Envelope General Requirements 1311 Insulation 1311 1 Installation Requirements All insulation materials shall be installed according to the manufacturer's instructions to achieve proper densities maintain clearances and maintain uniform R- values. To the maximum extent possible insulation shall extend over the full component area to the intended R value 1311 2 Roof /Ceiling Insulation: Open -blown or poured loose fill insulation may be used in attic spaces where the slope of the ceiling is not more than 3/12 and there is at least thirty inches of clear distance from the top of the bottom chord of the truss or ceiling joist to the underside of the sheathing at the roof ridge. When eave vents are installed, baffling of the vent openings shall be provided so as to deflect the incoming air above the surface of the insulation. Where lighting fixtures are recessed into a suspended or exposed grid ceiling the roof /ceiling assembly shall be insulated in a location other than directly on the suspended ceiling. Exception: Type IC rated recessed lighting fixtures. Where installed in wood framing faced batt insulation shall be face stapled. 1311.3 Wall Insulation: Exterior wall cavities isolated during framing shall be fully insulated to the levels of the surrounding walls. When installed in wood framing faced batt insulation shall be face stapled. Above grade exterior insulation shall be protected. 1311.4 Floor Insulation Floor insulation shall be installed in a permanent manner in substantial contact with the surface being insulated. Insulation supports shall be installed so spacing is not more than twenty -four inches on center Installed insulation shall not block the airflow through foundation vents. 1311.5 Slab-On-Grade Floor Slab -on -grade insulation installed inside the foundation wall shall extend downward from the top of the slab a minimum distance of twenty -four inches or to the top of the footing, whichever is less. Insulation installed outside the foundation shall extend downward a minimum of twenty -four inches or to the frontline whichever is greater Above grade insulation shall be protected. Exception For monolithic slabs, the insulation shall extend downward from the top of the slab to the bottom of the footing. 1311 6 Radiant Floors (on or below grade): Slab -on -grade insulation shall extend downward from the top of the slab a minimum distance of thirty -six inches or downward to the top of the footing and horizontal for an aggregate of not less than thirty -six inches. If required by the building official where soil conditions warrant such insulation the entire area of a radiant floor shall be thermally isolated from the soil. Where a soil gas control system is provided below the radiant floor which results in increased convective flow below the radiant floor the radiant floor shall be thermally isolated from the sub -floor gravel layer 1312 Glazing and Doors 1312.1 Standard Procedure for Determination of Glazing and Door U- Factors: U- factors for glazing and doors shall be determined, certified and labeled in accordance with Standard RS -31 by a certified independent agency licensed by the National Fenestration Rating Council (NFRC). Compliance shall be based on the Residential or the Nonresidential Model Size. Produd samples used for U- factor determinations shall be production line units or representative of units as purchased by the consumer or contractor Unlabeled glazing and doors shall be assigned the default U -factor in Section 2006. 1312.2 Solar Heat Gain Coefficient and Shading Coefficient: Solar Heat Gain Coefficient (SHGC) shall be determined, certified and labeled in accordance with the National Fenestration Rating Council (NFRC) Standard by a certified, independent agency licensed by the NFRC Exception: Shading coefficients (SC) shall be an acceptable alternate for compliance with solar heat gain coefficient requirements Shading coefficients for glazing shall be taken from Chapter 27 of Standard RS-27 or from the manufacturers test data. 1313 Moisture Control 1313.1 Vapor Retarders. Vapor retarders shall be installed on the warm side (in winter) of insulation as required by this section. Exception: Vapor retarder installed with not more than 1/3 of the nominal R -value between it and the conditioned space. 1313.2 Roof /Ceiling Assemblies Roof /ceiling assemblies where the ventilation space above the insulation is less than an average of twelve inches shall be provided with a vapor retarder Roof /ceiling assemblies without a vented airspace where neither the roof deck nor the roof structure are made of wood shall provide a continuous vapor retarder with taped seams. Exception: Vapor retarders need not be provided where all of the insulation is installed between the roof membrane and the structural roof deck 1313.3 Walls. Walls separating conditioned space from unconditioned space shall be provided with a vapor retarder 1313.4 Floors. Floors separating conditioned space from unconditioned space shall be provided with- a•vapor retarder 1313.5 Crawl Spaces: A ground cover of six mil (0.006 inch thick) black polyethylene or approved equal shall be laid over the ground within crawl spaces. The ground cover be overlapped twelve inches minimum at the joints and shall extend to the foundation wall. Exception: The ground cover may be omitted in crawl spaces if the crawl space has a concrete slab floor with a minimum thickness of three and one -half inches. 1314 Air Leakage 1314 1 Building Envelope. The requirements of this section shall apply to building elements separating conditioned from unconditioned spaces Exterior joints around windows and door frames, openings between walls and foundation, between walls and roof and wall panels; openings at penetrations of utility services through walls, floors, and roofs; and all other openings in the building envelope shall be sealed, caulked gasketed, or weatherstripped to limit air leakage. 1314.2 Glazing and Doors Doors and operable glazing separating conditioned from unconditioned space shall be weatherstripped. Fixed windows shall be tight fitting with glass retained by stops with sealant or caulking all around. Exception: Openings that are required to be fire resistant. 1314.3 Building Assemblies Used as Ducts or Plenums Building assemblies used as duds or plenums shall be sealed caulked and gasketed to limit air leakage. 2004 Washington State Nonresidential Energy Code Compliance Forms Project Info Project Address Project Description Compliance Option Alteration Exceptions (check appropriate box sec. 1132.3) Location (floor /room no.) Total Building Proposed Lighting Wattage (Interior) Location Covered Parking (standard paint) Covered Parking (reflective paint) Open Parking Outdoor Areas Bldg. (by facade)' Bldg. (by perim) Applicant Name Applicant Address Applicant Phone. Exterior Building Lights 2004 Washington State Nonresidential Energy Code Compliance Form Autozone Store No 4110 First Street Port Angeles Autozone Store Design and Construction 123 S Front Street Memphis TN 38103 1 800 285 2223 El O Prescriptive Lighting Power Allowance Maximum Allowed Lighting Wattage (Interior) New Building Addition Alteration ['Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. (See Qualification Checklist (over). Indicate Prescriptive LPA spaces clearly on plans.) No changes are being made to the lighting Less than 60% of the fixtures new installed wattage not increased, space use not changed Occupancy Description 'Retail Sales From Table 15-1 (over) document all exceptions on form LTG -LPA Location Number of Watts/ Watts (floor /room no.) Fixture Description Fixtures Fixture Proposed Total Building 'Suspended T8 651 95 01 6175 0 Restrooms 'Wall Mounted Fluorescent 1 21 32 O' 64 0 'Suspended T8 16 ft Tandem I 241 95 01 2280 0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts' 8519 0 Maximum Allowed Lighting Wattage (Exterior) Description Date For Building Department Use 0 Systems Analysis Allowed Watts per ft Area in ft 1 501 7252 01 1 Notes: 1 Use manufacturer's listed maximum input wattage. For hard -wired ballasts only the default table in the NREC Technical Reference Manual may also be used 2. Include exit lights unless less than 5 watts per fixture. 3. List all fixtures. For exempt lighting, not exception and leave Watts /Fixture blank. Allowed Watts perft 0.2 W /ft 0.3 W /ft 0.2 W /ft 0.2 W /ft 0.25 W /ft 7.5 W /If Total Allowed Watts' 10878 0 Area in ft (or If for perimeter) Revised May 2005 5/4/2009 Allowed x Area 10878 0 Allowed Watts x ft (or x If) 1 362 81 2721 0 1 Choose either the facade area or the perimeter method but not both) Total Allowed Watts' 2721 0 Use mtgr listed maximum input wattage For fixtures vial hard -wires oaiiasts only Proposed Lighting Wattage (Exterior) the default table in the NREC Technical Reference Manual may also be used Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed 'x D Fixtures 1 121 175 0' 2100 0 1 1 Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts' 2100 0 Lighting Summary (back) LTG -SUM 2004 Washington State Nonresidential Energy Code Compliance Forms Prescriptive Spaces Barber shops, beauty shops Hotel banquet/conference /exhibition hall'' Laboratories Aircraft repair hangars Cafeterias, fast food establishments' Factories, workshops, handling areas Gas stations, auto repair shops Institutions Libraries' Nursing homes and hotel /motel quest rooms Wholesale stores (pallet rack shelving) Mall concourses Schools buildings (Group E occupancy only), school classrooms, day care centers Laundries Medical Offices, Clinics" Footnotes for Table 15 1 2004 Washington State Nonresidential Energy Code Compliance Form Occupancy Qualification Checklist Lighting Note: If occupancy type is 'Other" and fixture Fixtures answer is checked, the number of fixtures in (Section the space is not limited by Code. Clearly 1521) indicate these spaces on plans. If not qualified. do LPA Calculations. TABLE 15 -1 Unit Lighting Power Allowance (LPA) I Use LPA` (W/sf) I Use Painting, welding, carpentry machine shops 2.3 0 Warehouses, storage areas or aircraft storage hangers Check if all fixtures are ballasted and at least 95% of fixtures are either 1 Fluorescent fixtures which a) are non lensed. b) have 1 or 2 two lamps c) have 5 -60 watt T 1 T 2, T -4 T 5 T -6 T -8 lamps d) have hard -wired electronic dimming ballasts Screw -in compact fluorescent fixtures do not qualify 2. Metal Halide with a) reflector b) ceramic MH lamps 150w c) electronic ballasts Exit and LED lights can be excluded from count if 5 watts /fixture. 2.0 2.0 1.8 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 14 1.35 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools, hospitals, o s pitals, institutions, museums banks churches) 5,7 Police and fire stations 1 0 Atria (atriums) 1.0 Assembly spaces', auditoriums, gymnasia', heaters 1.0 Group R -1 common areas 1.0 Process plants 1 0 Restaurants /bars' 1 0 Locker and /or shower facilities 0.8 Warehouses storage areas 0.5 Aircraft storage hangars 0 4 Retail' retail banking 1.5 Parking garages (see exterior lighting) Section 1532 Plans Submitted for Common Areas Only' 1.2 Main floor building lobbies' (except mall concourses) 1.2 Common areas, corridors, toilet facilities and washrooms, elevator lobbies OOther 1) In cases in which a general use and a specific use are listed, the specific use shall apply In cases in which'a use is not mentioned specifically the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) See Section 1532 for exterior lighting. 7) For conference rooms and offices less than 150ft with full height partitions, a Unit Lighting Power Allowance of 1.20 w /ft may be used. 8) For the fire engine room, the Unit Lighting Power Allowance is 1.0 watts per square foot. 9) For indoor sport toumament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court area is 2.6 watts per square foot. 10) Display window illumination installed within 2 feet of the window provided that the display window is separated from the retail space by walls or at least three quarter- height partitions (transparent or opaque). and lighting for free standing display where the lighting moves with the display are exempt. An additional 1.5 w /ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. 12) Medical and clinical offices include those facilities which although not providing overnight patient care, do provide medical, dental, or psychological examination and treatment. These spaces include but are not limited to laboratories and treatment centers Revised May 2005 LPA'(W/sf) 10 1.2 0.8 2004 Washington State Nonresidential Energy Code Compliance Form Lighting Permit Plans ,Checklist LTG -CHK 2004 Washington State Nonresidential Energy Code Compliance Forms Revised May 2005 Project Address 'Date 5/4/2009 The following information is necessary to check a lighting''per application for conipliance with the lighting requirements in the 2004 Washington State Nonresidential Energy Code. Applicability Code (yes, no, n.a.) Section Component Information Required LIGHTING CONTROLS (Section 1513) yes yes no yes r i a a yes yes yes yes yea yes Autozone Store No 4110 1513.1 'Local control /access 'Schedule with type, indicate locations 1513.2 'Area controls 'Maximum limit per switch 1513.3 'Daylight zone control 'Schedule with type and features, indicate locations vertical glazing 'Indicate vertical glazing on plans overhead glazing 'Indicate overhead glazing on plans 1513.4 'Display /exhib /special 'Indicate separate controls 1513.5 'Exterior shut -off 'Schedule with type and features, indicate location '(a) timer w /backup '(b) photocell. 1513.6 'Inter auto shut -off 1513.6.1 1(a) occup. sensors 1513.6.2 (b) auto. switches 1513.7 'Commissioning 'Indicate location IIndicate location (Indicate location 'Schedule with type and locations Schedule with type and features (back -up override capability) E 5 Indicate size of zone on plans 'Indicate requirements for lighting controls commissioning Lighting Sum. Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture 1437 'Elec motor efficiency'MECH -MOT or Equipment Schedule with hp rpm, efficiency If no is circled for any question, provide explanation Location Building Department on Plans Notes 1 E1 'E 5 1 E 3 1 E5 1 'E 5 1 'E 3 1 'E 3 E3 E5 2004 Washington State Nonresidential Energy Code Compliance Form Lighting Permit 'Plans Checklist LTG -CHK 2004 Washington State Nonresidential Energy Code Compliance Forms Revnsed May 2005 Lighting General Requirements 1513 Lighting Controls. Lighting including exempt lighting in Section 1512, shall comply with this section. Where occupancy sensors are cited they shall have the features listed in Section 1 513 6 1 Where automatic time switches are cited they shall have the features listed in Section 1513 6.2 1513 1 Local Control and Accessibility Each space enclosed by walls or ceiling- height partitions shall be provided with lighting controls located within that space The lighting controls, whether one or more shall be capable of turning off all lights within the space The controls shall be readily accessible at the point of entry/exit, to personnel occupying or using the space EXCEPTIONS The following lighting controls may be centralized in remote locations 1 Lighting controls for spaces which must be used as a whole. 2. Automatic controls. 3 Controls requiring trained operators 4 Controls for safety hazards and security 1513.2 Area Controls The maximum lighting power that may be controlled from a single switch or automatic control shall not exceed that which is provided by a twenty ampere circuit loaded to not more than eighty percent. A master control may be installed provided the individual switches retain their capability to function independently Circuit breakers may not be used as the sole means of switching EXCEPTIONS 1 Industrial or manufacturing process areas, as may be required for production. 2. Areas less than five percent of footprint for footprints over 100 000 square feet. 1513.3 Daylight Zone Control All daylighted zones, as defined in Chapter 2 both under overhead glazing and adjacent to vertical glazing, shall be provided with individual controls, or daylight -or occupant- sensing automatic controls, which control the lights independent of general area lighting. Contiguous daylight zones adjacent to vertical glazing are allowed to be controlled by a single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations (i e north east, south, west) Daylight zones under overhead glazing more than 15 feet from the perimeter shall be controlled separately from daylight zones adjacent to vertical glazing. EXCEPTION Daylight spaces enclosed by walls or ceiling height partitions and containing 2 or fewer light fixtures are not required to have a separate switch for general area lighting 1513.4 Display Exhibition, and Specialty Lighting Controls All display exhibition, or specialty lighting shall be controlled independently of general area lighting 1513.5 Automatic Shut Off Controls, Exterior Exterior lighting not intended for 24 -hour continuous use shall be automatically switched by timer photocell or a combination of timer and photocell Automatic time switches must also have program back -up capabilities which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. 1513 6 Automatic Shut -Off Controls Interior Buildings greater than 5 000 sq ft. and all school classrooms shall be equipped with separate automatic controls to shut off the lighting during unoccupied hours Within these buildings all office areas less than 300 ft enclosed by walls or ceiling height partitions and all meeting and conference rooms and all school classrooms shall be equipped with occupancy sensors that comply Section 1 513 6 1 For other spaces automatic controls may be an occupancy sensor time switch or other device capable of automatically shutting off lighting. EXCEPTIONS 1 Areas that must be continuously illuminated (e g. 24 -hour convenience stores) or illuminated in a manner requiring manual operation of the lighting. 2 Emergency lighting systems 3 Switching for industrial or manufacturing process facilities as may be required for production. 4 Hospitals and laboratory spaces. 5 Areas in which medical or dental tasks are performed are exempt from the occupancy sensor requirement. 1513.6.1 Occupancy Sensors. Occupancy sensors shall be capable of automatically turning off all the lights in an area no more than 30 minutes after the area has been vacated. Light fixtures controlled by occupancy sensors shall have a wall mounted manual switch capable of turning off lights when the space is occupied. 1513.6.2 Automatic Time Switches. Automatic time switches shall have a minimum 7 day dock and be capable of being set for 7 different day types per week and incorporate an automatic holiday shut -off' feature which turns off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back -up capabilities which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. Automatic time switches shall incorporate an over -ride switching device which: a) is readily accessible b) is located so that a person using the device can see the lights or the areas controlled by the switch, or so that the area being illuminated is annunciated' and c) is manually operated d) allows the lighting to remain on for no more than two hours when an over -ride is initiated and e) controls an area not exceeding 5 000 square feet or 5 percent of footprint for footprints over 100 000 square feet, whichever is greater 1513.7 Commissioning Requirements: For lighting controls which include daylight or occupant sensing automatic controls, automatic shut -off controls, occupancy sensors, or automatic time switches the lighting controls shall be tested to ensure that control devices components, equipment and systems are calibrated, adjusted and operate in accordance with approved plans and specifications Sequences of operation shall be functionally tested to ensure they operate in accordance with approved plans and specifications A complete report of test procedures and results shall be prepared and filed with the owner Drawing notes shall require commissioning in accordance with this paragraph. Me t h niCa1 umnmary ME H -SUM 2004 Washington State Nonresidential Energy Code Compliance Forms Project Info Project Description Briefly describe mechanical system type and features. RTU -1 RTU 2 RTU 3 Carrier Carrier Carrier Fan Equipment Schedule Equip ID Brand Name' EF 1 2 Broan 2004 Washington State Nonresidential Energy Code Compliance Form Project Address Applicant Name Applicant Address. 'Applicant Phone. Includes Plans Include documentation requiring compliance with commissioning requirements, Section 1416. The HVAC systems for this project consists of gas fired rooftop units each having a simple duct plenum with two discharge registers The ductwork is located in the conditioned space Simple System 0 Cornplex System Q Systems Analysis Compliance Option (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below Cooling Equipment Schedule Equip. ID Brand Name' Model No. 50 HJQ 007 50 HJQ 007 50 HJQ 007 Model No. 503 Autozone Store No 4110 Fi st Street Port Angeles WA Autozone Store Design and Construction 123 S Front Street Memphis TN 38103 1 800 285 2223 Capacity Btu/h 78900 78900 78900 Heating Equipment Schedule Equip. Capacity2 ID Brand Name' Model No. Btu/h RTU 1 (carrier 150 HJQ 007 78900 RTU 2 'Carrier '50 HJQ 007 78900 RTU -3 'Carrier '50 HJQ 007 78900 CFM 160 Total CFM 2400 2400 2400 Total CFM 2400 2400 2400 SP' N/A OSA CFM or Econo? Econo Econo Econo SEER or EER 11 00 11 00 11 00 Revised May 2005 IDate 5/21/2009 I For Building Dept. Use IPLV Location M -1 M -1 M 1 OSA cfm or Econo? Input Btuh Output Btuh Efficiency Econo 48200 43900 2 2 COP Econo 48200 43900 2 2 COP Econo 48200 43900 2 2 COP HP /BHP Flow Control Location of Service <1/16 'Switch with Restrooms 'If available. 2 As tested according to Table 14 -1A through 14-1G 3 1f required. 4 COP HSPF Combustion Efficiency or AFUE, as applicable 5 Flow control types. variable air volume(VAV), constant volume (CV), or variable speed (VS). Mechanical Summary (back) _MECH -SUM System Description See Section 1421 for full description of Simple System qualifications. Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. START Heating Only No Complex Systems 2004 Washington State Nonresidential Energy Code Compliance Form Yes If Heating /Cooling or Cooling Only If Heating Only Reference Section 1421 Heating /Cooling or Cooling Only Simple System Allowed (section 1420) Split system? El <5000 cfm? Yes Reference Section 1423 Constant vol? El Air cooled? Ye: Ye: El Air Cooled, Constant Vol? otal Ca•. wo economize <240,000 Btuh or 10 Yes Economizer included? 0 <70% outside air? El No N., Packaged sys? Q <20 000 Btuh? Use Complex Systems (section 1430) Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. r r Mechanical Permit Plans Checklist MECH -CHK 2004 Washington State No residential Energy Code Compliance Forms (Project Address Autorone Stor No 4110 (Dat 5/21/2009 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability Code (yes, no n.a.) I Section 'Component (Information Required IHVAC REQUIREMENTS (Sections 1401 1424) 'n a yes lyes Iyes in a yes yes yes r a yes yes yes yes yes •n a yes a a a a 1411 Equipment performance 1411 4 'Pkg. elec. htg.& clg. 1411 1 'Minimum efficiency 1411 1 'Combustion htg. 1412 1412.1 1412.2 1412.3 1412.4 1412.4 1 1412.4.2 1412.5 1412.6 1412.7 1422 1423 1413 IAIr economizers 1413.1 'Air Econo Operation 1413.1 Wtr Econo Operation 1413.2 'Water Econo Doc 1413.3 'Integrated operation 1413.4 I Humidification 1414 1414 1 1414.2 1415.1 1440 1441 IHVAC controls Temperature zones Deadband control Humidity control Automatic setback Dampers Optimum Start Heat pump control Combustion htg. Balancing Thermostat interlock Economizers !Ducting systems 'Dud sealing 'Duct insulation 'Piping insulation Service water htg. Elec. water heater 1442 Shut -off controls 1443 Pipe Insulation 1452 Heat Pump COP 1452 Heater Efficiency 1453 Pool heater controls 1454 Pool covers 1454 'Pools 90+ degrees 2004 Washington State Nonresidential Energy Code Compliance Form It "no" is circled for any question, provide explanation List heat pumps on schedule Equipment schedule with type, capacity efficiency Indicate intermittent ignition, flue /draft damper jacket loss Indicate locations on plans Indicate 5 degree deadband minimum Indicate humidistat Indicate thermostat with night setback and 7 diff. day types Indicate damper location and auto. controls max. leakage Indicate optimum start controls Indicate microprocessor on thermostat schedule Indicate modulating or staged control Indicate balancing features on plans Indicate thermostat interlock on plans Equipment schedule Indicate 100% capability on schedule Indicate 100% capacity at 45 degF db 40 deg F wb Indicate clg load water econoe dg tower performance Indicate capability for partial cooling Indicate direct evap or fog atomization w/ air economizer 'Indicate sealing necessary 'Indicate R -value of insulation on duct 'Indicate R -value of insulation on piping 1416 'Completion Requirements yes 1416.1&2 'Drawings Manuals 'Indicate requirement for record drawings and operation docs. In yes 1416.3.2 'Air Balancing 'Indicate air system balance requirements a 1416.3.3' Hydronic Balancing 'Indicate hydronic system balance requirements yes 1416.4 'Commissioning 'Indicate requirements for commissioning and prelim. Report yes 1424 'Separate air sys. 'Indicate separate systems on plans yes Mechanical Completed and attached. Equipment schedule with types, Summary Form l input/output, efficiency cfm, hp, economizer SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 1454) Indicate R -10 insulation under tank Indicate automatic shut -off Indicate R -value of insulation on piping Indicate minimum COP of 4.0 Indicate pool heater efficiency Indicate switch and 65 degree control Indicate vapor retardant cover Indicate R -12 pool cover Location I Building Department on Plans Notes M 1 M 1 Specs Specs M 1 M -1 Revised May 200` 2004 Washington State Nonresidential.Erlergy Code Compliance Form Mechanical Permit Plans Checklist MECH -CHK 2004 Washington State Nonresidential Energy Code Compliance Forms Revised May 200' Mechanical General Requirements 1411 1 Ge eral Equipment shall have a minimum performance at the specified rating conditions not less than the values sho% Table 14 -1A through 14 1G If a nationally recognized certification program exists for a prods ct covered in Tables 14 -1A through 14 -1G and it ncludes provisions for verification and challenge of equipment efficiency ratings then the product shall be listed in the certification program Gas -fired and oil -fired forced at furnaces with nput ratings 225 000 Btu /h (65 kW) shall also have an intermittent ignition or nter upted device (110). and have either mechanical draft (including power venting) or a flue damper A vent damper is an acceptable alternative to a flue damper for furnaces where combustion air is drawn from the conditioned space All furnaces with input ratings 225 000 Btu /h (65 kW). including electric furnaces that are not located within the conditioned space shall have jacket losses not exceeding 0 75% of the input rating 1411.2 Rating Conditions Cooling equipment shall be rated at ARI test conditions and procedures when available Where no applicable procedures exist, data shall be furnished by the equipment manufacturer 1411.3 Combination Space and Service Water Heating For combination space and service water heaters with a principal Junction of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 1991 Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1 I EF 1 CAE 1 1 50 gal storage 1 0.58 1 0 71 1 50 to 70 gal storage 1 0.57 1 0 71 1 70 g al storage 1 0 55 1 0 70 1 1411 4 Packaged Electric Heating and Cooling Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20 000 Btu /h shall be a heat pump Exception Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls. Each system shall be provided with at least one temperature control device Each zone shall be controlled by indi :dual thermostatic controls responding to temperature within the zone At a minimum each floor of a building shall be considered as a separate zone 1412.2 Deadband Controls. When used to control both comfort heating and cooling. zone thermostatic controls shalt be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum Exceptions. 1 Special occupancy special usage or code requirements where deadband controls are not appropriate 2. Buildings compiying with Section 1141 4 if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year 3 Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls:•If a system is equipped with a means for adding moisture a humidistat shall be provided. 1412.4 Setback and Shut HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. Exceptions. 1 Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6 826 Btu /h) or less may be controlled by readily accessible manual off -hour controls. 1412.4.1 Dampe Outside air intakes exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is of/ or upon power failure. Exceptions 1 Systems sery ng areas which requ re continuous operation. 2. Combustion air intakes 3 Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4 Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls Heating and tooting systems with design supply air capacities exceeding 10 000 cfm shall have optimum start controls. Optimum start controls shall be designed to automatically adjust the start time Of an HVAC system each day to bring the space to desired occupied temperature levels immediately before scheduled occupancy The control algorithm shall, as a minimum be a function of the difference between space temperature and occupied setpoint and the amount of time prior to scheduled occupancy 1412.5 Heat Pump Controls Unitary air cooled heat pumps shall include microprocessor controls that minimize supplemental heat usage du tog start -up set -up and defrost conditions. These controls shall anticipate need for heat and use compression heating as the first stage of heat. Controls shall indicate when supplemental heating is being used through [suet means (e g. LED indicators). 1412.6 Combustion Heating Equlpm nt Controls Combustion heating equipment with a capacity over 225 000 Btu /h shall have modulating staged combustion control. Exceptions 1 Boilers 2 Radiant Heaters. 1412.1 ualanung• Each air supply outlet or air or water term nal device shall have a means for balancing. Including but not limited to dampers temperature and pressure test connections and balancing valves 1413 Air Economizers 1413 1 Operation Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply al as outside ai to reduce or eliminate the need for mechanical cooling Water economizers shall be capable of providing the total concurrent cooling load served by the c0nneted terminal equipment lacking airside economizer at outside air temperatures of 45 F dry bulb /40 F wet -bulb and below For this calculation all factors Including solar and Internal load shall be the same as those used for peak load calculations except for the outside temperatures Exception Water economizers using air- cooled heat rejection equipment may use a 35 F dry -bulb outside air temperature for this calculation. This exception is limited to a maximum o120 tons per building 1413.2 Documentation Water economizer plans submitted for approval shall include the following information. 1 Maximum outside air conditions for which economizer is sized to provide full cooling 2. Design cooling load to be provided by economizer at this outside air condition. 3 Heat rejection and terminal equipment performance data including model number flow rate capacity entering and leaving temperature in full economizer cooling mode 1413.3 Integrated Operation Air economizers shall be capable of providing partial cooling even when additional mechanical cooling Is required to meet the remainder of the cooling load. Exceptions 1 Individual, direct expansion units that have a rated capacity less than 65 000 Btu /h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2 Water cooled water chillers with waterside economizer 1413.4 Humidification If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions. 1 Health care facilities where WAC 246- 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225 000 Btu/h shall have modulating or staged combustion control. 2. Systems with water economizer 3 100% outside air systems with no provisions for air recirculation to the central supply fan. 4 Nonadiabatic humidifiers cumulatively serving no more than 10% of a building s air economizer capacity as measured in cfm This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers 1414 Ducting Systems 1414.1 Sealing Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18 Extent of sealing required is as follows: 1 Static pressure: 1/2 inch to 2 inches' seal transverse joints. 2. Static pressure: 2 inches to 3 inches. seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches seal all transverse joints longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W C. or greater 1414.2 Insulation Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space shall meet all applicable requirements of Chapter 13. These requ rements Include nsulation Installation, moisture control. air leakage and building envelope nsulation levels Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by Insulating interior surfaces to a minimum of R 11 and any exterior envelope surfaces per Chapter 13 Outside air ducts serving Indi (dual supply air units with less than 2 800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope Other outside air duct runs are considered building envelope until they 1 connect to the heating or cooling equipment, or 2 are Isolated from the exterior with an automatic shut -oft damper complying with Section 1412.4 1 Once outside air ducts meet the above listed requirements any runs within conditioned space shall comply with Table 14 -5 requirements. Other ducts and plenums shall be thermally insulated per Table 14 5 Exceptions 1 Within the HVAC equipment. 2 Exhaust air ducts not subject to condensation 3 Exposed ductwork within a zone that serves that zone. 1415 Piping Systems 1415.1 Insulation Piping shall be thermally Insulated in accordance with Table 14-6. Exception Piping Installed within unitary HVAC equipment Water pipes outside the conditioned space shall be insulated in accordance with Washington State Plumbing Code (WAC 51 26) 1416 Completion Requirements (Refer to NREC Section 1416 and the Building Commissioning Guidelines. published by the Building Commissioning Association for complete text and guidelines for building completion and commissioning requirements.) To City of Port Angeles. City Engineer 321 E, Fifth Street P.O Box 1150 Port Angeles, Washington 98362 NOTE. 1 Generator Information. Company Name' Matting Address. Contact: Phone Project Name. Project Location. 2. Other Contacts (!f applicable) Consulting Firm: Contact: Phone: Contractor Name Contact Phone Laboratory Contact: Phone PORT ANGELES LANDFILL WASTE DISPOSAL APPLICATION Phone (360) 417 -4803 FAX. (360) 4174709 All questions must be answered for waste to be approved. Sr l LIZ.( fi t Ch o l tia.g ?lc/ A titet atiech -43 3?( R r7`-d o Z0 nc I' 1 36 Fvf 51->,x41-- T&4// G A rta ..Ja +'aiN LS- S .5-5 J p,,c.s, 7 5 ti Q,,1s+ 16-- '3/.; 5e /4., /4_517€04)S T 51; 44C 6625 ~cat 2 City of Port Angeles Landfill Waste Disposal Application sided to Builders Eshange of WA, Inc. For use Co dons Aareemerrt see wow bewa orwn nn..mw V iry )E C E I1 V IE JUL 2 4 2009 O It' Angeles and Wildids,Cdpt k tarn Sumo Ur Page 1 of 5 3_ Source of waste: Check the eppropriate box below and briefly describe the pry pnaceas, and/or cleanup that will or has produced the waste requiring disposal. Include the gasoline service station number (ff applicable). CERCLAMTCA Remediatlon Agency Contact independent Remedial Action UST Removal Unused Chum Product spat Other Sousa: oti'r v* t V 1 4 Waste Material Composition: (check all that apply and Include percent of total) Soil Foundry Slag ---X- Concrete/Asphalt 5 Dredge Sediments Preserved Wood 'ebris I Coal Ash Other (list) Wood Ash NO'T'E. Total must equal 100%. 5 Waste Material Contaminants: (check ail that apply) Gasoline Metals Diesel Solvents Heating Off PCBs Unused Motor Oil Used Motor OIVWaste Olt Other Other Petroleum Product, Unknown NOTE. Supply hny MSDS information with application, if arailabie 96 Cy ri Port Angsi s landfill Waste Disposal Application Pege 2 of 5 Y.ide4 to Builders E barge or WA, Inc. Far uosege Carters A®nement Quo •rwr.wo++s.wm Ale of VenTy scale Other NOTE t NOTE 2: 0 25 25 -100 101 -500 501 1000 1001 2000 >2000 7 Frequency of Disposal: One time Monthly cubic yards cubic yards cubic yards cubic yetrds cubic yards cubic yards 6_ Estimated Quantity of Waste for Disposal: Cubic yards 5 Tons (estimate both) Drums Tors (estimate bath) NOTE Estimated quantity for disposal. must be within 20% of the quarrttty actually disposed. (10% for projects over 7,500 tons or 5.000 cubic yards) Annual Other ,t 1 toll< 8 Waste Sampiing: Proper characterization of the waste for disposal requfras the coflectlan of representative samples. The methods and equipment necessary for obtaining representative samples of a waste, and the frequency of sampling, will vary with the type and farm of the waste, Check•the appropriate box and briefly describe how and where the waste was sampled. Include site mVs with sampling locations if possible. Number of COMPOSITE samples t 0 number of discrete samples per composite 41 a Nurpber of DISCRETE samples 210 Unless prior approval has been granted by Port Angeles, the following sampling frequency will be used: 1 composite sample 3 composite samples 5 composite samples 7 composite samples 10 composite samples 10 plus one sample for each additional 500 cubic yards One composite sample shall contain a minimum of threelmaximum of five discrete samples_ Cay of Port Angeles Landiili Waste Disposal Application Page 3 of 5 Olt 4 syreed to ie.s lu or WA., Inc. Fos usage Ccarelltions Agreement sea venewb twoLcom Meows vetrly Sr--4i. fr i tk. 9 Wastes Analysis: The 'Dangerous Waster Regulations' (WAC 173303) shall be utilized to determine the appropriate enayt[tel requirements for waste characterization, Ecology Publication #81 ;30 (Revised April 1994) "Guidance far RemedialIon of Petroleum Contaminated Soils` shall also be used to characters petroleum contaminated soils from UST releases_ Submit all Laboratory. analytical results, QNOC data, and Chain of Custody sheets along with this application, (NOTE The laboratory must: be accredited by the Wttatilegton Stets Department of Ecology a) List ail analytical test methods used: p L✓M r(1-P tai. b) Provide la rtarlatfve as to why the above a►telydlcal methods were selected: M �x�c bu t ,P� r a ORC.A NOTE. Additional sheets attached YES X NO 10 soil Classification; ("fOR PE TROLEUM CONTANUNATED 8OlL3 ONLYY") posed on the analytloal data and Ecology Publica 0 the soil cJassJflcatlon is, tchack one) Class 1 Class 2 Calculated Hazard index 11 Dangerous Waste Affidavit: Based on a review of the analytical test results, site histol�► ndr pplicable regulallons, This waste is classified as: (check one) Neither Dangerous Waste (DW) nor Extra to ardous Waste (EHW) Dangerous Waste (DW) and W Extremely Hazardous Waste (EHW) and Waste Code: City of Port Angeles l.shdfrU wetter plepoumi Application le 5 vid ed to Bit Iders E ottonoo d WA, Inc. For tcssge Caneationa Agrownnent ace a 3 Class 4 Page 4 of 5' tonvaLaarn Ahmays Verify Scale 12, Special Notes ter Asbestos Disposal 1 Cert i'catlert: We. THE UNPERSIGNEA certify that thle application Is true to the best of•our•knowiedge. M information provided is correct and the enclosed ens/Ale-al results represent the proposed waste mated to the of our abilities. Waste a aerator Signsatu vj y kT4C1 (printed Name ✓(tcakc CcnIon Date All asbestos containing materials (With the exception of rooting materiel, in good fnndltton Mat I$ not peeling, cracking. or crumbling with petroleum based binder that ehl exhibits plasticity to prevent the release of asbestos fibers) must= Aeprbvet ,Expiration Date be tightly wrapped or bagged in 6 mil plate with no excess air in tie packaging- not exceed SO pciunds per bundle be labeled as asbestos with squired information regarding its origin be transported with a rnanifest.ln ttw vehicle arrive at the transfer station only by appointment with Brian Tate of Waste Connections so that the material can be deposited in a lock box (his cell number is 360- 912- 7080). 77a a 05 s�.. CJty of Port Angeles vat: /f J City Engine 14 -741 mot. ism )0.1PWKstEmcriEBRertgraa rtnomol nave „ns*bartir awed •vvao.orr.+ ass tanier.wpd Cfty of Port fo r Angeles lendfit Wentz post Applic9t➢ah Page -6af& geB molded Lt Buald..rx, Everlainge of WA, Inc_ For ausog r Conditions Agreement epee wreAw is esi.carn Alee.rs verpy Scale The Riley Grown Inc. PRE DEMOLITION ASBESTOS CONTAINING MATERIALS SURVEY PREPARED BY THE RILEY GROUP, INC. 17522 BOTRELL WAY NE BOTHELL, WA 98011 PREPARED FOR: MR. TREY SMALLWOOD AU OZONE, brc 123 SOUTH FRONT STREET MEMPIiIS, TN 38103 PROJECT No. 2009 -040A PRE DEMOLITION ASBESTOS CONTAINING MATERIALS SURVEY PROPOSED AUTOZONE RETAIL STORE #4110 1936 EAST HIGHWAY 101 PORT ANGELES, WASHINGTON MARCH 4, 2009 SERVING THE PAcJFIC NORTHWEST Main ice. 17522 Bothell Way NE. Bothell, WA 98011 Tel (425) 4 -0551 Fax (425) 415 -0311 WW14%rile»gmup.cnnr 1 Pre Demolition Asbestos Containing Materials Survey ided m Builders Exchange of WA Inc. For usage Conditions Agreement see www bxvra .cam Always Verify Scale Pry- bcmmulitiaan ACM Survey 1936 E Highway 101, Port Angeles, WA 2.0 INTRODUCTION TABLE OF CONTENTS 1.0 SURVEY SUMMARY RESULTS._.... 1 1 SURVEY SUMMARY SHEET 1 BIALDINQ ,1NFORKSTI N 1 RESULTS SU•NLARY 2 1 1 1 ACM Survey Results w 1936 R.tf1glr y 101 (AZ,) 2 1 1.2 Assumed ACM 3 11,3 Demolition Waste Stream Characteristics 3 1 1 4 Lead Paint Survey 3 1 1.5 PCB- Contwning Materials Survey Results 3 1 1 6 Mercury Fluorescent Lamps and Thermostats Survey Results. 3 1 1 7 Mold Rassrlto 3 Page 1 2.1 PURPOSE. 3 .2.2 SrrR ACCESS. 3 2.3 AvrrloamArioN 4 2,4 BUUDENcOBSERVATIONS. 4 3 .0 METHODS._,_._...._._.__._._.OWN •_._...._•__•_•w•_._._,_._._• 3 1 AsaEsTos. 4 3.2 Assu>M[ED ACM, 5 3.3 DEmor.r ioN WAsTE STEAM CnARAc ERIsTncs 5 3.4 VISUAL INSPECTION OF SUSPBcT LEAD-CONTAINING PAm r 5 3 5 VIsUALINSPECrioN OF SUSPLCrPCB- Cox1AXNING MATERIALS 5 3 6 VISUAL INSPECTION OF SUSPECT MERCU!(Y -O NTAINING EQUIPMENT 5 3 7 MOLD 5 4.0 FINDINGS CONCLUSIONS ...w.._._. ._......._._•......_6 41 AsE s OS- CONi'AINING MATERIALS 6 4.2 DEAdouTioN WASTE ST CUARACTERTZATION RESULTS 6 4.3 1FAiCONTAI$$NG PAINT 6 4.4 PCBs SW VEYREsULrs. 6 4.5 ME cIAY PwoRrtscENT LAMPS AND TRERMOSrATS SURVEY RESULTS 6 4 6 Moth 7 5.0 UNIQUE REGULATORY REQUIREMENTS 5 1 LOCAL Ara QUALITY BOARD (OLYMPIC Maori CLEAN AIR AQENCY) 7 5.2 WAsi NcrroN DEPARTMENT OF LABOR AND INDUSTRIES ik1) 7 5.3 WASHINGTON STATE DEPARTMENT OF EcoLoor/ U.S. EPA 8 5 4 PEStMIT3 5.5 LICENSES 8 6.0 WARRANTY ._•r. .r.. ..w._.!n. ....w...r •_._.r._._..•. w•• The Riley Group, Inc OMNI ..w._ •_.._._.w. .w• _•_...._3 ,2 ded to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.b:wa.com Always Verify Scale Maxch 4, 2009 Project #2009 -040A w.w•w'7 SOS IMO ._.w.w... Pm- Demolition ACM Survey Page it March 4 2009 1936 E Highway 101, part Angeles, WA Project #2009-040A LIST OF APPENDICES Pgure 1 Site Minify Map Figure 2 Maim Floor Layout Showing Sample !m atlon Appendis A Copy of Certification Appendix B Laboratory Reports and Chains of Custody Appendix C _Methods and Procedures Appendix D Codes and Regulations Appendix E ACM Abatement Cosr Estimates THE Rn.EY GROUP, INC 3 act to faultders Exchange al WA, Inc. For trsaga Conditions Ague went see ww.r.tsxwo.Wn1 Always Veri3y Sete Pre- Demolition ACM Survey 1936 E Highway 101 Port Angeles, WA Building Size' Approx. 6,288 sq. ft. Survey Date: 2/20/09 By Whom, The Riley Grouo. Inc_ f Anna Jordan #1029229 Inspector Certification Rveults. (Additional detail provided in Section 1 2.1) Number of material types sampled: 11 Number of samples collected: 26 Number of materials testing positive 2 Number of material assumed positive 0 Were roofing materials sampled? Yes Are there unique state or local requirements Yes 1f Yes, See Section 5.0) ora u$Jttzed: Name Seattle Asbestos Test. LLC Address: 19711 Scriber Lake Road. Suits D. Lynnwood. WA Building Acegss Limitations itf any Exterior building walls were inaccessible See report. Comments. See report. THE RILEY GROUP, INC Page 1 March 4 2009 Project #2009-040A 1 0 Survey Summary Results 1 1 SURVEY SUMMARY SHEET BUILDING INFORMATION, Date of Construction. Approx. 1972 Address. 1936 Highway 101 E City /State /Zip Port Angeles, WA Asbestos- Containlr, Materials d to Builders Exchange of WA, Inc. For usage Conditions Agreement see www brwa.com Always Verify Scale Pre Demolition ACM Survey 1936 E Highway 101 Pon Angeles, WA RESULTS SUMMARY 1 1 1 ACM SURVEY RESULTS —1936 E Highway 101 (AZ) The following homogeneous building material types were sampled as part of this survey and their results are summarized in the table below. EAMPLE ID 01 02, 03, 04, 05, 06, 07 08, 09, 14 MATERIAL DESCRIPTION Paint mastic Joint Throughout i x»pound gypsum wall board 10 Yellow Mastic 11 Tan mastic wood 12 White caulking 13 Acoustic C9iling tite mastic 15 Pipe insulation 16 White and Gold Formica red mastic 17 White splashttoard tan mastic yellow mastic 1 fiberboard VACATION FiNF' Under carpet in dining room Wainscoting in dining room Wainscoting in dining room Throughout Bathrooms Bathrooms Bathrooms 18 Red sheet vinyl/ Dining room gray backing with mantic brick red sheet vinyl gray backing with meeac 19 Gray sneer vinyl Kitchen and salad gray backing with bar area mastic 20, 21 22, 23, Gray sand Roof 24. 25, 26 composite roofing tar tar paper/ roofing felt 1 wand Page 2 N/A WA N/A N/A N/A N/A N/A NIA F Friable; NF Non friable; Friability is further defined in Appendix C. 2 Any identified AGM& era chrysotle asbestos, unless attrerwise doted Joint compound layers found to be asbestos containing were composlted with their associated core sample and reanalyzed (per Lai and AMERA regulations), Certain work pretske standards exist for renovation and demolition of watiboard systems wAth <1% asbestos content. See Section 5.0-Washington Department of Labor and Industries (LAt) below ND None; N/A Not Applicable TEE RILEY GROUP, INC. ACM Formica: Mastic: Sptashboard: Tan Mastic: Yellow mastic: Fiberonerd: NIA Vinyl: salting with mastic: Vinyl: Backing with mastic: N/A unyi: Backing with mastic: March 4 2009 Project #2009-040A Paint: ND, ND, ND ND, WA ND, ND, ND, ND, ND Mastic: N/A. NIA, N/A, WA, N/A, N /A, N /A. N/A, WA, ND Joint Compound: 2%, 2 2%, 2 2 2%, 2%, 2%, N/A. 2% wallboard: ND ND. ND ND, ND, ND, ND, ND. ND Ctxnpoeite' <1 <1%, <1 <1 <1 <1 <1 <1%, <1% Mastic: ND N/A Mastic: ND N/A Wood: ND Caulking; NO N/A Tjl ND N/A Mastic: ND Insulation. NO N/A N/A NIA ND NO ND ND ND ND ND ND ND ND ND ND NF Gray roofing: N/A, ND, WA, N/A, 7,000 94, R. N/A, NIA, N/A 1f t Roofing Pet ND, ND, ND, ND ND, ND, NO Wood; NO, ND, ND, ND, N/A, ND, WA Et.d fo Builders E:ctu?~nge of WA, Inc. For usage Conditions Agreement see vwwv bxwa.corn Always Verify Scale ESTIMATED QUANTITY WA N/A Pre-Demolition ACM Survey 1936 E Highway 101, Port Angeles, WA THE RILEY GROUP, INC. Page 3 March 4 2009 Project #2009 -040A 1.1-2 ASSUMED ACM No materials were assumed to contain asbestos as part of this survey However, the interior of the exterior masonry walls was inaccessible, so the potential presence of vermiculite insulation could not be determined without significant building damage. 1.1.3 DEMOLITION WASTE STREAM CHARACTERISTICS One composite building matenals sample was collected from the Site building nd analyzed for lead content using the TCLP extraction method. Based on the analytical results, the anticipated demolition debris can be disposed of at a non- hazardous waste landfill permitted to accept construction debris. 1.1.4 LEAD PAINT SURVEY The lead -containing paint (LCP) survey consisted of a visual inspection of painted surfaces. Paint chip sampling was not included in this scope of work. The Site structure contained painted surfaces, which were found to be in generally good condition. Given the date of construction (1 972), lead containing paint is suspected in the site structure Recommendations regarding lead in building materials and lead dust hazards are included in Section 5 0 1.1.5 PCB-CONTAINING MATERIALS SURVEY RESULTS RGI conducted a visual survey for suspected PCB containing fight ballasts and electrical transformers on site Sampling was not included in this scope of work. Based on our findings, PCB- contaming light ballasts are suspected in the site building, 1.1.6 MERCURY FLUORESCENT LAMPS AND THERMOSTATS SURVEY RESULTS RGI conducted a visual survey for fluorescent light fixtures and mercury- contanxng thermostat switched at the site. Sampling was not included in this scope of work Based on our findings, mercury containing fluorescent light bulbs are suspected in the site building. 1.1 7 MOLD RESULTS The mold survey consisted of a visual inspection of interior building surfaces for mold. Sampling was not included in this scope of work. No indications of visible mold were noted in the site building. 2.0 Introduction 2.1 PURPOSE The Riley Group, Inc. (RGI) conducted a pre demolition asbestos containing materials (ACM) building survey at the AutoZone property located at 1936 Highway 101 E, Port Angeles, WA (see Figure 1). The purpose of this study was to identify those building materials that may contain asbestos, Additional sampling and observation was also made regarding lead in paint and building materials. RGI understands that AutoZone intends to demolish the existing building and construct a new stand -alone AutoZone Retail Store. 2,2 SrrE ACCESS Site access was provided by Mr Ezra Genauer, the property manager RG1 was unaccompanied during the inspection of the Site. RGI had access to all interior and exterior areas of the subject site buildings. We were unable to access the interior of the exterior buildm walls, as doing so would have caused unnecessary building damage. KS to Builders Exchange of WA, Inc For usage Conditions Agreement sec www taws corn Always Verify Scale Pm- Demolition ACM Survey 1936E Highway 101, Port Angeles, WA Page 4 March 4 2009 Project #2009-040A 2.3 AUTHORIZATION Authorization to perform m thus study was given by Mr Trey Smallwood, of AutoZone (Client) on February 10, 2009 This report has been prepared for the exclusive use of AutoZone and affiliates thereof 2.4 BUILDING OBSERVATIONS The Site contains a former Salad Station restaurant. The Site layout is shown in Figure 2. The restaurant building is a single- -story structure built in 1972. The building is an approximate 6,288 square -foot, masonry structure with a flat torch -down roof_ 3.0 Methods 3.1 Assisros Inspection and sampling procedures were performed in accordance with the guidelines published by the Environmental Protection Agency (EPA) m 40 CFR Part 763 Subpart E, October 30, 1987 Sampling procedures include collection of one or more samples of all suspect friable and non friable materials, The survey consisted of three major activities; visual inspection, sampling, and quantification of building materials. Although these activities are listed separately, they are integrated tasks. RGI's Survey protocols are listed in Appendix C A total of 11 suspect ACMs (homogeneous materials) were observed within the building. RGI collected a total of 26 samples of suspect ACM from homogeneous materials identified at the Site building. The laboratory reported analytical results for separate materials present in one sample as separate results (such as floor tile and mastic) Suspect ACM samples were submitted to Seattle Asbestos Test, LLC (SAT) of Lynnwood, Washington for analysis. Samples were analyzed by PLM/DS SAT is AIl-IA and NVLAP accredited. The following suspect materials were sampled during this survey (please refer to Figures 2 and 3 for bulk sample locations) Vinyl flooring products, A Mastics, A Sheetrock; A Backsplash, A Joint compound, A Caulking; A Pipe insulation, A Roofing materials, and Acoustic ceiling tile. THE RILEY GROUP, INC. 7 deed to Builders Exchange of WA, Inc For usage Conditions Agreement see www bxwa,com Always Verify Scale Pre Demolition ACM Survey Page 5 1936 1' Higbway 101 Pori nngclee WA THE RILEY CROUP IN( March 4 7009 Project it2009 040A 2 ASSUMED ACM No materials were assumed to contain asbestos as part of this urvey However the interior of the extennr masonry walls were inaccessible, so the potential presence of vermiculite insuiation -could not be determined, ii 3 DEMOLITION WASTE S'I'RE m CHARACTERISTICS RGI collected a composite sample of building materials from the building including but nor necessarily limited to, the following Structural materials (wood concrete etc Roofing, Paint and Cnterior finishes (discussed in Section 3 l above) Composite samples are collected in manner „onsidered to be representative -if the o'..erali demolition waste stream Aln.alysis was (performed at ()n -Site Laboratories. Inc (On -Site) of Redmond Washington Samples are analyzed by EPA Test Methods 700013 and 1 i 1 rasing the ToxicitY C'haractert.stwr Leaching Procedure iTCLP'J On -Site is accredited by the Washington State Department cat Ecology A chain -of- custody documenting, the possession of the sample from the tine it waF collected until it had been a.nalvzed and stored accompanied the samples at all tunes 3 4 VISUAL INSPECTION OF SUSPECT Li 1D- CONTAIiVING PAiNT l"be LCP Survey included a visual inspection or painted surfaces and date of construction review I. C'P sampling was not included as part of this scope of work This investigation is not intended to serve as an EPA /HUD/WA lead( -based paint inspection or nsk assessment 3 5 VISUAL INS.PI OF' SUSPECT PCB CONTAIN IN( MATFRIAI S RCi.I performed a visual inspection for common P( 13- containing building matenals including -hint not limited to, light ballasts and electrical traimforrriers I3} Federal law light ballasts manufactured after 1 9/9 are labeled with a `No PC;13s label Similarly, electrical transformers manufactured. before 4 980 frequently contained PC based on the date of cons;tnu:tion i 972) tight fixtures in the site structure were assumed to contain PCB 3 6 VISUAL 1.NSFli,C ION OF SUSPECT M.ERC.-I1.R‘ CONT,1,NN'INC EQi,WMENiT RGI performed a visual inspection for common itiereury- Containing fluorescent lamps and thermostats Thermostats were inspected for mercury containing switches In a.dctition u representative number of light fixtures were inspected for labeling indicating mercury content A,ny unmarked lamps, with no previous rn;trnten :mct' or inspection records indicating merciir} content, were assumed to contain mercury 3 7 MOLD The mold survey- consisted of a visual inspection of interi or building surfaces for mold Sampling was not included as part of this scope of work, led td 531.11lder 4= xChancle of WA inr r -Or usage •onciition: /tgie' niert ,er° vuww bxA/i AIwaVS Verit c4-ales Pre Demolition ACM Survey Page 6 Marth 4 2009 1936 E Highway 101, Port Angeles, WA Project #2009 040A 4.0 Findings Conclusions 4.1 ASBESTOS CONTAINING MATERLtLS Based upon RGI's ACM building survey and bulk sample analysis, the following ACM(s) were identified at the site building: A Tar (Roof). A Tar Paper (Roof) In addition, the extenor building walls were inaccessible. Therefore, the exterior walls should be inspected during abatement activities to determine if vermiculite insulation is present Estimated costs for abatement, if any, are provided in Appendix E, Any untested suspect .materials encountered during site renovation or demolition work should be analyzed before proceeding with such work. If additional ACM is confirmed during site renovation or demolition activities, a qualified contractor according to the recommendations in Section S 0 should perform work. 4 Z a oLmoN WASTE STREAM CHARACTERIZATION RESULTS Lead was not detected in the composite building materials sample collected at the subject site. Based on the analytical results, the anticipated demolition debris can be disposed of at a non- hazardous waste landfill permitted to accept construction debris. 4.3 UAW-CONTAINING PAINT Lead was typically used as an additive m paint to improve durability and coverage prior to being banned for residential applications in 1976 by the Consumer Product Safety Commission, In general, the EPA. considers any stricture built prior to 197$ suspect to contain significant quantities of lead. The Site structure contained painted surfaces that were found to be in generally good condition. Given the date of construction (1972), lead- containing paint is suspected to be present in the site structure. Recommendations regarding lead in building materials and lead dust hazards are included in Section 5 0 4.4 PCBs SURVEY RESULTS RGI conducted a visual survey for electrical transformers and fluorescent light fixtures at the site, No electrical transformers were observed on site. Based on the date of construction. (1972), PCB containing light ballasts are suspected in the site building 4.5 MERCURY FLUORESCENT LAMPS AND THERMOSTATS SURVEY RESULTS RGI conducted a visual survey for fluorescent light fixtures and mercury thermostat switches at the site. Sampling was not included in this scope of work. Mercury thermostat switches were not observed in the site structure. Suspect mercury -courting fluorescent light bulbs were observed in the site structure. TES RILEY GROUP, INC. 9 feed to Builders Exchange of WA, Inc For usage Conditions Agreement see www_brwa.com Always Verity Scale 1'rc- t)ernolrt.ion. ACM Survey Page, 7 March 4 20 1.936 F Highway 101 Port Angeles, WA Project tt20{)9 -040,\ 4 6 M.OLD R.(31 performed a walk through inspection of the building for v srble mold No visible evidence of mold was noted in the site building. 5 0- Urque Regulatory Requirements If the hazardous building materials identified in this report will be disturbed through future maintenance renovation or demolition activities, they will be subject to the requirements set forth in all applicable local, state and federal regulations Materials that were not sampled are presumed to I.Yonrain asbestos and wr11 be subiect to these same requirements until tests arc pertornied to confirm the i'absence of asbestos, 'The following notices, permit, and licenser <ire necessary for renovation and/or demolition work as of the date of this report. The contractor is ca.utroned to verify these requirements. as applicable to the final project scope and confirm that no new or additional regu.trerre.nts exist 5 1 LOCAL An Q1 „rALTTV BOARD (OL,VMPrc' ,Rr,c;,os 1.,,RAN AIR AGF,NC\ Written notification is required to the local Air Quality Management 1Dtstrict at least 1() da.vs prior to beginning any work on fria.hle asbestos contarning materrrfls The EPA also enforces this requirement In addition, notification is required for all demolitions involv-rrtg strictures even f no ,asbestos containing material is present. Asbestos removal and disposal requirements are outlined in ORCAA s Regulations (Rules 6 3 and 6 4) 5,2 WASFTTI CTON DEPARTMENT OF LABOR AND [\Dt15TR.IES (L&I) Asbesros or any activity involving greater than 48 square feet or 10 linear feel of AC M that may release isbestos fiber' into the air (j e demolition, renovation) \written not.lticatco.n must be given to the L &1 regional office h) the qualified contractor no later than i() days prior to the start of the project ('WAC "96-65-020) or activities impacting composite wallboard systems with. less than l% asbestos content the contractor, will need to follow work practit.c requirements as given in WA( 206 -62 1 particularly use of wet non aggressive methods and prnmpr clean -up Vacuums u.5c:d must by HEPA. filtered Worker training must ine,lude 2 hour asbestos awareness training R.espirator‘r protection must be based on overall dust levels (A competent person on the lob site rnu t he assigned and trained under the requirement; of W Ai -67 077 Lead Appropriate precautions should be takers to address airborne paint dust during renovation or demolition. Abatement of lead containing paint is not required prior to cornmenc.in.g renovation or demolition work If any detectable amount of lead is present in building. materials during rr renovation or demolition project workers inip,icting these materials should have approved lead ;awareness training, En addition_ personal protective equipment should he worn 1■) workers empacting lead-containing building materials until an evaluation is made as to whether cir not \N oricers are exposed to concentrations in _iir in excess of the action level of ()'3 m,rrrril If the ,ar,t:ron level is exceeded, requirement; for training_, medical monitoring and air sampling are triggered If the permissible exposure unlit (l'FLl oft) 05 rnon is exceeded more requirements Tnnv RILFY GROUP, 1N(' 10 (Jed to PuiidPrs Exchange or WA; Inc For use (_,ondition. ■grePrn°nt sP p vwuw bxwcr corgi Always Verify St,-;we Pre- Demolition ACM Survey 1936 E Highway 101, Port Angeles, WA must be met, including the use of respiratory protection equipment. Additional information pertaining to worker safety and health is available in WAC 296 -155 -176 Lead Exposure in Construction, WAC 296-62, Part E Respiratory protection, and WAC 296-62, Part H Air Contaminants OSHA guidelines are presented in 29 CFR 1926.62. 5.3 WASHINGTON STATE DEPARTMENT OF ECOLOGY/ U.S. EPA Lead A Ted pain whether painted materials must be banded �s haz ous W 1 solid Wasteeas c" s c a O 4 :n. ie l i 1 t h concern relaxed to m t is wastes for disposal, cnusidered�� ,b aaldousc to metenal�:lf� they. mater n grams =liter (mgt, of leachable lead as measured by the Toxicity c Leachate Procedure (1.'CLP) and approved EPA Test Methods. Regulations regarding the identification and listing of hazardous waste are contained m 40 CFR 261 and Washington State Department of Ecology Dangerous Waste Regulations (WAC 173 -303) A composite sample of the building debris, as collected and discussed herein, may be required by area landfills prior to acceptance_ Materials identified as a hazardous waste should be disposed of by the contractor at a RCRA Treatment, Storage, and Disposal facility "Appropriate precautions" should also be taken to address airborne paint dust during renovation or demolition. 5.4 PER.MIis Contractor must obtain all building and special permits required for the asbestos abatement work. Of note, prior to abatement activities within the building(s), a permit is required by the Unil Fire Code (UFC). (e.g. work plans and drawings of containment's with entrances and exits clearly marked). 5.5 Lici s s Contractor must maintain current licenses as required by applicable state or local jurisdictions for the removal, transportation, disposal, or other regulated activity THE RILEY GROUP, INC Page 8 March 4 2009 Project #2009-040A e11 'ided to Builders Exchange of WA, Inc. For usage Condibons Agreement see wu w trzwa.com Ahnays Verify Scale Pre-Demolition ACM Survey 1936 E Highway 101 Port Angeles, WA 6 0 Warranty RGT warrants that the findings contained herein have been prepared with the level of care and skill exercised by experienced and knowledgeable envimnreutal consultants who are appropriately licensed or otherwise trained to perform asbestos and lead in paint assessments pursuant to federal, state and local requirements as applicable, This inspection is not intended to serve as an EPA /HUD /WA lead -based paint inspection or risk assessment nor does it address the potential for exposure to any other hazards or hazardous materials during renovation or demolition. The survey included inspection of accessible materials such as above or behind suspended ceilings or other non permanent structures. RGI did not inspect or sample inaccessible areas such as behind walls or within ductwork and did not dismantle any part of the structure to survey inaccessible areas. Inaccessible is defined as areas of thc building that could not be tested (sampled) without destruction of thc structure or a portion of the structure. In the event that access to a portion of the building was not obtained (which otherwise would have been tested) such limitations are specifically identified in thc Survey Summary Sheet of this report. No sampling protocol is 100% "fail- safe," according to the U S EPA Samples collected are indicative of the material sampled. RGI has indicated which samples are considered representative of adjacent or similar appearing matenals. These conclusions are not meant to be, and may not be, relied on by client as representations or warranties by RG1 Any g ven material other than the exact sample, is or is not, asbestos containing. This report is not intended to identify all hazards or unsafe conditions, nor imply that others do not exist. This report does not provide an evaluation, assessment or analysis of health risks, environmental impact, usage limitations or mitigation options. This repot/ has been prepared for the exclusive use of AutoZone, Inc. and affiliates thereof Results are based solely on the methodology stated in this report and the report should be relied upon in its entirety Any reliance a third party makes of this report is the responsibility of such third party Should you have any questions regarding this report or if we may be of additional service, please do not hesitate to contact us at (425) 415 0551 at your convenience. Sincerely, HE RILEY GROUP, INC. Anna Jordan AHLRA Building inspector #11029229 Attachments Report Distribution Mr Trey S,)iallwood, AutoZone I1 electronic copy 2 bound copies) Page 9 March 4 2009 Project #2009 -040A THE RILEY GROUP, INC. Frederick Becker, L.G L.H.G CHMM Senior Project Geologist e 12 r., et, ddi',rc Frehanoe of WA, Inc For usage Conditions Agreement see w*w.bxwa.cvm Always Verify Scale USGS, 1985, Port Angeles, Washington 7.5- Minute Quadrangle The Riley Group, Inc. 17522 BOTHELL WAY NE BOTHELL, WASHINGTON 98011 le 13 ovided 130 Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com Always Verify Scale Approximate Scale: riw1000' 0 500 1000 2000 N Proposed AutoZone Retail Store #4110 I Figure 1 Project Number Date Drawn: 2009-0440A Site Vicinity Map 02/27/09 Address: 1936 East Highway 101, Port Angeles, Washington ■AZZ24* Kitchen Restroom Restroorn AZ-16h 41`42 ib AZ•17 Ili 1 ■AZ 26* Office IIPEZZ1 AM g AZ24 II F 1-- Salad Bar 1 Storage SA LM AZ -01 T J- Sample Location Roof Sample Location Denotes Asbestos i% T 1A2-03 r •AZ -20' AZ-1911 AZ-10• Dining Room 1AZ 22* Z ■AZ -25* 11AZ -21* The Riley Group, Inc. 17522 BOTHELL WAY N8 BOTHELL, WASHINGTON 98011 AZ 18 ATI AZ -07a AZ-23* 1 --I Appradmste Scale: l' -3r0' A 0 10 20 N Proposed AutoZone.Retai Store #4110 Figure 2 Project Number Building Layout Date Drawn: 2009-040A Showing Sample Locations 02 /27/09 Address. 1936 Fast Highway 101, Pori Angeles, Washington Instructor F I'A Provider C'crI Number 1085 certificate of (Comptctton tirbtO to to certtfp tljot Anna j. Jordan baO oat tg actortlp c.onpleteb 24 Ijour. of trattting aO an Asbestos Building Inspector to cutnpty WO the training regtttretnent5 of EfiqES It ttte 40 Cif 763 .W3 ,a) AF{!US 1'.lil)k )11t;. i 9CX3 Certificate Number- 1029229 ARGUS Nickerson Suit! 31i S1/4. attic Washirlgtu r 98119 (206) 265 3373 1'a {206) 28i 1927 May t 2009 SEATTLE ASBESTOS TEST, LLC 19711 Scriber Lake Road, Suitt 11, Lynnwood, WA 98036 '1'01 4 25.673.91150, Froc^ 421673 -9810 www.switicesbesloswegx.com. admin%vaetrleasixst cmc team Mr Fred Becker The Riley Group, Inc. 17522 Bothell Way NE, B Bothell, WA 98011 Enclosed please find the test results for the bulk samples submitted to our laboratory for asbestos analysis. Analysis was performed using polarized light microscopy (PLM) in accordance with Test Method US EPA/6001R- 93/116 Sine variation in data men :ages as the quantity of asbestos decreases toward the limit of detection, the EPA recommends point counting for samples containing between <l and 10% asbestos (NESHAP, 40 CFR Part 61). Statistically point counting is a more accurate method. If you feel a point count might be beneficial, please feel free to call and request one. The test results refer only to the samples or items submitted and tested. The accuracy with which these samples represent the actual materials is totally dependent on the acuity of the person who took the samples. This report must not be used by the client to claim product certificaiion, approval, or endorsement by Seattle Asbestos Test, LLC, NVLAP, MST, or any agency of the Federal government. This report is highly confidential and will not be released without your consent Samples are archived for two weeks after the analysis, and disposed of as hazardous waste thereafter Thank you for using our service and let us know if we can further assist you. Sincerely Steve (Fanyao President Rtt,E1VED MAR 14 NB NAM Accreditation Lab Cade: 200768-0 Date Analyzed: 21242009 Client Job #•200940408 Laboratory Batch 200959135 Samples Received: 26 e 16 Appendix B laboratory Repdrts and Chains of Custody 'tried to Builders Exchange or WA, Inc. For usage Conditions Agreement see +.bzwa.mm Always Verify Scale SEATTLE ASBESTOS TEST, LLC Lynnwood Laboratory' 19711 Scriber Lida ltd, Suite)), Lynnwood, WA 98036;, Tel. 425.673,96,50, Fax:425.673.9810 Bcilcvue Labotrataory 12727 Norrlrup Way, Suite 24, DJ:ti e, WA 98005; Tel: 425.861 1111, Fax: 425 861.1118 Webslte: lepplfwww.s cram/, Eisre4 iiingn@sealalentbosanstatncom Attn. Mr Fred Becker ClienkThe Riley Group, Inc_ Addrees: 17522 Bothell Way NE, B Bothell, WA 98011 Project: Port Angeles Client Semple Lab ID ID Layer 1 2 3 4 5 AZ -01 1 2 3 AZ -02 1 2 3 AZ-03 1 2 3 AZ-04 1 2 3 AZ-05 1 2 3 ANALYTICAL LABORATORY REPORT PLM by Method EPA/6001R43/116 Description I Blue paint Off- white powdery material hite chancy aterlal with paper Blue paint Off-white cyrodery materiel White chalky material with paper 1 13Iue paint P'ff-vrtitte po dery aterial 'white chalky material with paper Blue paint gff-whtte aterda t White chalky material with paper i tilue paint Off-white powdery material White chalky material with paper Asbestos Fibers one I ChrysotIle 2 None detected on witie t ted 2 Ihryeotile on ieta e ctod None detected 2 IChrysotile ir i ete e cted 1 P ci d e one teed 2 Inrysotite s:Ucted None detected 2 iChrysotile detected NVLAP Atxredtialial Lab Code: 200768.0 Client Job laboratory Battfi t 200959135 Date Received: 2/24/2009 Samples Received. 26 Date Analyzed: 2/24/2009 Samples Analyzed: 26 Noe-Fibrous Components Paint I BInderfillier Paint ir+dertfllier ypsumibinder 'Paint 4 nderffiflier Paint Binder/er >;ypsum/bind r 'Paint Banderffiifer, Paint Binder/Mier Gypsum/binder Paint Bindert�ler Paint 1 Binder/fiiller Gypsum/binder Paint r indermuer Paint Binder(hller Gypsum/binder Page 1 of 5 Nan,asbesbvs !Cellulose Fibers 4 5 [Cellulose 25 C.eIulase iCelluiose 3 6 ICe[ ulose 1 251CeNulose 2 iCellulose 5 Cenu lose 24 Cellulose 2 ICeBulose 4 close 1 23 Cellulose 3 Cellulose 5 Cellulose 1 21 ICellulose natyzed by Wellong Tai/Usha Muligala Repoff by Steve (Faslyao) Zttang, Prt?st(lenl 17 led to Builders Mange or WA, Inc_ For usage ConaRionS Agreement see www bxwa.cwn Always Verify Scale SEATTLE ASBESTOS TESL, LLC Lynnwood ley 19711 Son ler Lake Rd, Suite D, l youwood, WA 98036; Tel: 425.673.9850, F 425.673,9810 13e1tevue Laboratory 12727 )k tlnrp Way, Suite 24, Bellevue, WA 98005- Tel: 425.861 1111, Paz 425.861.1118 Wab6hs' hap Pwww.somlostibmagIcst.corn, •mail: Attn. Mr Fred Becker Client The Riley Group, Inc. ,Address:17522 Bothell Way NE, B Bothell, WA 98011 Project Port Angeles Lab ID Client Sample �y� Description ID 6 AZ-06 bellow paint White powdery material with paint White chalky I m wth paper 7 AZ -07 paint gf t Witte powdery W hite chalky material with paper 6 Az-08 113lue pain �r60 powdery 9 10 11 ,AZ-09 AZ 10 AZ-11 1 2 3 1 2 3 1 2 3 1 2 1 1 2 ANALYTICAL LABORATORY REPORT PLM by Method EPAf60O/R- 93'116 bite ch,aMcy I with paper White powdery in iterial with paint White chalky matenal with paper 'Yellow mastic I ran mastic Brow wood block 12 AZ-12 1 White sat material with font Asbestos Fibers �h 2 icttrysothe None detected Nona detected 2 'Chfysottle on lote e cteci None detected 2 J Olrl iete e cted one None ri rts z tod ne fRected None detected None detected int Client Job 2009 -040B Laboratory Batch* 200959135 Date Received: 2/24/2009 Samples Received 28 Date Analyzed: 2/242009 Samples Analyzed. 26 Non-Fibrous Components Binder/filler Paint Iler ypsurn/binder fr airA Binder/filter Paint ypsu r m/bintier �irYt Binder/filler Paint Binderffrller Gypsum/binder !Binder/filler Paint tinder/filler Gypsun bk der 'Mastic/binder Filler iI astidbinder Filler Wood Aggregates ender Filler Paint Page 2 of 5 NVLAP Acctrxenifon Lab Co: df' 2007613-0 Non asbestos Fibers 3'Cellulose 2 J 19 !Cellulose 5 'Cellulose 6 'Cellulose 125 ICel !Loose 3 ICeilub 5 Cellulose 21 II Ceelul se 4 12 3 6 'Cellulose 4llulose 3 Cellulose 4 lose Cellulose krivtyzed by Weilong Tel/List's Munigaia vie*ed by Steve (Fanyao) Zhang Presiden' Ided to Builders Excrenge of WA, Inc, For usage Condigons Ag wow.brxwa,carn Always Verify Scale SEATTLE ASBESTOS TEST LLC Lynwood Laboratory' 19711 Scriber Lake Rd, Suite 17, 13 )4 WA 98036: Tel. 425.673 9850, Fax:425.6T3 9810 Bellevue iB[ 12727 Northop Way Suite 24, Bellevue, WA 98005 Tel. 425 861.1111, Fax: 425.861 1118 Webelte: btipliwwur.scatticaabttLvs4eat.aotn. P n+eil- admirt� gl ..lees6cst -.mm Attn_ Mr Fred Becker ClientThe Riley Group Inc. Address:17522 Bothell Way NE, B Bothell, WA 98011 Project Port Angeles 1 Client Sample' L.ayerj ID Lab ID 13 AZ -13 14 AZ 14 15 16 17 18 AZ 15 AZ -16 AZ 17 AZ-18 Brown mastic on® tscted k an mastic ono etacted White powdery 2 material with paper 2 hrysotile land paint Gray foamy material' l ion@ fI°°etectQd 1 2 1 1 1 2 1 2 3 4 1 2 3 3 ANALYTICAL LABORATORY REPORT PLM by Method EPA1600/R- 93/118 Description r rown/white tittie/rigid material 'Red mastic 'White brittle fibrous material I ran Mastic 1%1 Fibers Gray fibrous material one with paint ted None detected d etected 1 1 1a t n e e c led one' lad Yellow brittle martens!' r d ic e r s e cted rvwn fibrous one Irnaterial d etected sheet vinyl Nona 1lRed elected ray fibrous material l {N w ith mastic d etected Brick rod shoot vinyl ne No led igkrtillyzed by Weilong Tai/Usha MunlQala ovided'to Builders Exchange of WA. Inc For usage Conditions Agreement-see 2 lack a sphaltic Brous material 03rou material asphaltic lbrous material None clod None acted Analyzed by Weliong Tai/Usha Munigata •Fiep ige 20 oVlded to Builders Exchange of WA, Inc. For usage Conclitlons Agrent sec viva./ bxwa com Cornoonenba Non Fibrous a� on- eaatos� Fibers 1 85 Cellulose 3 Cellulose Filler 4 Cellulose 35 Z ellu lose 3 Cellulose Binder/filfer Paint, Filler/binder Client Job 2009 Laboratory Batch llr 200959135 Date Received; 2/24/2009 Samples Received: 26 Date Analyzed: 2/24/2009 mpki* AniaIy i_ 26 Paint, Filler Pertite !Mastic/binder l synthetic foam F iller Binder Fine ebris hflastic/binder 'Filler Binder !Mastic/binder 'Binder/filler I Binder/fitter Vinyl /binder lnder/filler as lc/binder Ylnyl /binder laved by Stevie (Fanyeo) Zheng. Preside orn Always verify Scale sphalt/binder inder/filier !Asphalt/binder Sand 23 Cellulose 4 Cellulose 85 Glass fibers 7 Cellulose 3 Cellulose 87 /Cellulose None detected 70 Cellulose I ona detected Always Vertfy Scale 27 `Glass fibers 1 70 !Cellulose Page 3 of 5 NVLAP Accreditation Lab Code; 2i)O768 -0 by Steve (Fanyao) Zhang President pr tpartyao) Ztreng, President kr„otIvzed by W T8 WA, For u e verffy Scare ridedfio Builders Exchange of wA, Inc In For usage Conditions A9fe..r. s.... see www,bXHa m Afire, SEATTLE ASBESTOS TEST, LLC $VIAP Accreditation Lynnwood L a i w i n s u r 14711 Satibor L kc Rd, Sale D, Lymrwuod, WA 98036; Tel: 425.673.9850, F :425.673.9810 Lab Code; 21pph -0 Bdevue Laontary 1272 Naidarp Wey, Suits 2 4 Bd1cvUc, W A 98005; T d 425.861 t 111, Fsc 425,86I.1118 Webs# h p /Iwww. com, E.rm& adramOseadkasbcoosszcoom Attn. Mr Fred Becker ClientThe Riley Group. inc. Address:17522 BotheI Way NE, B Botloll,WA 98011 Project Port Angeles Lab ID Client Semple Layer DerlacriptIon ID 19 20 21 22 4 AZ-19 1 2 AZ -20 1 2 3 4 A2.21 1 2 3 4 5 AZ.22 1 2 3 ANALYTICAL, LABORATORY REPORT PL IA by Method EPA1800/R- 93/116 k ray fibrous magi mastic Light green sheet vinyl Gray fibrous material ware mastic f asphaltic asphaltic brows material lack asphaltic brows material wood block Stack asphaltic material with sand Prom asphaltic rb ous material Bieck asphaltic material In°rous materiel !Brown wood block pl ena asphaltic p k asphaltic bcwus material s material Asbestos Non Fibrous Fibers Components None inder/filter detected astic/binder opcted %/WO/binder None }8inder/80er detected Mastic/binder 3 IChrysotlie fAsphetittblricler Asphaitibinder 4 Binder/filler itneected 1A8phait/binder r focted Wood Aggregates detected Asphalt/binder Sand Asphaltibinder 4 I CrIr Y sc4B° Binderfliiller 7 IChrysotfie None J detected None Wood Aggregates detected 4 Chrysolite Asphalt/bi Alone alt/binder detected (ter z !Asphalt/binder Sand Client Job /P L4soratoty Batch ft 200959135 Date Received: 2/2412009 Samples Received: 26 Date Analyzed: 2/24/2009 Samples Analyzect: 28 rider 70 1 70 fCellutose 75 Cellulose Cellulose 4 [Cellulose [23 &Uss 169 Iceuuo }ceiuiose 75Iulose 8 21 I ieeltUbse 27 (Glass fibers 70 ICellulose Page 4 oaf 5 Non-esbeetos Fibers 1 67 ICeilulose Z one debected Analyzed by Wellong TailUatta Maniple by Steve (Fanyao) Zhang President age 23 m Builders Exchange of WA, Inc_ For usage Conditions Agre!< ent sere ■ww laXwa.cont Always Verify Scale SEATTLE ASBESTOS TEST, LLC N Ataedita 1ion yn nwcx d taboreroty 19711 Scriber Labe Rd> Suite D, Lymnwrnr d, WA 99036;1 t: 425.673.983X, F=474.6739810 lab Cada: 2007138.0 s eurvue Labanary 12721 NallAap Way, Saba 24. Rdlevaa. WA 92005' Till 415,861 1111, Far 425.861.1112 wabsite: hitp://www.szegiasbamelatcom, Sinsoi1 idathitgostelaasbassualawrom Alin, Mr Fred Becker Client The Riley Group, Inc. Address:17522 Bothell Way NE, B Bothell, WA 98011 Profect Port Angeles Lab ID Client Sample 1D 23 AZ-23 1 2 3 4 24 AZ-24 1 2 3 25 Az 25 1 2 3 4 26 Az-26 1 2 3 ANALYTICAL LABORATORY REPORT PI.M by Method EPA/GOO/R-93/11B Layaar Description 4 wood block r ri la ste ck rial be asphaltic s material asphaltic L L 1::,. ial 'Brown wood block Lar M ack a sphaltic brous materiel aw wood biotic rna lack asphaltic feria! 4 ck asphaltic rrous material g asphaltic eaterial with sand wood block 'Brown Black asphaltic material Black asphaltic fibrous material ak atonal sand Asbestos Fibers 4 hlyysordie 6 ICtlrysoltls 3 1hrysot'ile c None detected 4 IChryeatile None detected litrattvoad by Woking E Tai�lUU$F1a Mu rrf a A prided of WA Inc. For ge Coraiiboss �e efien see wow Client Job #2009 -4408 Labondory Batch 200959135 Date Received: 21x412009 Samples Received: 26 Eats Analyzed: 2!24/2009 Samples Analyzed: 26 Non -Fl roue Components !Wood AIHIrelgabas 1 Asphaltibincier a I*/bhuier kwi&/ft ier 'Asphalt/tinder Sand 'Wood Aggrega lAsphait/binder O f11 aft/binder, ctfifilier lAsphalbbinder pI at114inder inder/6Her Asphalt/binder Sand 1=tod l Asptratlirbinder Asphalbbinder, BindedfHer 17 ftted E‘Phalubindef Sdnd Cellulose Page 5of5 14 Fibers Fibers 7'Cellulose 1 /Cellulose 4 ViitgOre, ces fibers 1 45 !Cellulose 7 'Cellulose 19 'Cellulose 1 (33 CCellubse 6 Cellulose 23 !Cellulose H 68 ICellulosaa 5 I Celailose 1 64 1 ceu°66 by Steve (Fanyaa) Zhang, Prosttient Vedry Scale SEATTLE ASBESTOS TEST LLC J 971 1 Scribe Take Road Saito 13, Lyrrtrar,gd, WA 98036 Td- (425) 613 -9$S1 Pair (125) 673-91110 im,rcr matt) rr tco ni ACCreditcd, Exper.1egped, Insured, and Well Maiaagcdt CHAIN OF CUSTODY MAWSSi BMX ASBESTt7S TEST j, PONT Go4NT °L Poen wiser Maul Pow Coltlff gkaafnrrotcL Other The Riley croup, Inc. 1722 Bothell Way NE, Bothell, WA 98011 Phone_ 425 -4415 -(1551 I Pax:(425) 41,5 0311 'Email: ;NY Project Locatio Proj. Mn arr r:{V4td E*.„f yGgY Turn Around Time tuber of Samples 210 Client Job #2iX Sample Condition, Good Damaged Severe Damage(Spillage) SEO# 1 2 3 4 5 6 7 9 10 11 12 13 14 15 16 17 18 19 20 CLIENT SAMPLE 1f c\ o2- -Q'3 —05 l�1 _QE og 10 —1� -w Pilot Name SAMPLE DESCRIPTION kk I l\ I r f i X IV (V% e. Xi I itILE iwlboci W ke t<t4 +Vf,�4( (etkInicv e 14 brovIA rr 'rc-1 1bvy.1,, IS t4 isl to ‘t L U tar i 40. ,s ►14: c.c■-• 1. '1 *el 1. L_ r. q4, 1 s a. .•t i ,.a 14. f �Ptlrarsaa I Co oponv /tam I R r iy‘%11- 4,2 4 611 V-4)1 e 22 node toiruitdere Exchange of WA, Inc. For use Conditions Agreement see vwwn.bswa.corn Always Vta ify Scale Q009a9 I35 *VI,AP Ayer d. 31076&0 LAB ID I A/R I 1 I 1 Data l Time 2o (e), 0 00 6 Resort forting edlod. Phone Fax Email Pick-up more Seattle Asbestos Test warrants the results to be of a precision normal for tthe rXpc and metrology employed for each .ample subantted and disclaim soy other iihrarranis, expressed or implied including warranty of @ems for a particular purpose and warranty ofiner eh ratability Seattle Asbesms Tme accepts no kgat reeponsibihty tier ncc purpose for wtdth the chars i the owls moats_ By signing oe thJa f th eli agree to relieve Seattla A beanie Test of any liability that may ariso from the rest results_ invoices paid late may be cloned o f interact, and invoices go to collection may be ch /god 17% 10 25% of colleclism fee. Check] with NSF will be charged $50, olY EATTLE ASBESTOS TEST LLC X711 Sariber Lake Road Sum I), Lynnwoodd, WA 914036 0! (425) 673-9850Fax: (425) 673-9810 rww.sealll aaixotastesicom .•excdited, Experienced. Insured, erred Well Managed! CHAIN OF CUSTODY ANALYSIS: BULK AMPS0S TEST POINT cowrr (4M1 POINT C11UNT it %IO)__ POINT COUNT goat c1 Other The Riley Group, be- 17522 Bothell Way NE, Bothell, WA 98011 Phone: 425 415 -0551 Fax_(425) 415-0311 Project Location. NOVA ?C 8 9 10 11 12 13 14 15 16 17 19 20 Print Milne Proj Manager Turn around Time Number of Samples o Client Job kaglitCP -OLIO$ Damaged Severe Datnage(Spillage) Sample Condition: Good IX SEO# 1 CLIENT SAMPLE 1 AZ. 2.1 2 �22 3 4 5 �yr� 6 Z.W 7 Result repo; 1 SAMPLE DESCRIPTION 1 ktit f/ iti��'_ �ll1l 1 g method. Phalle Fox 114'V1AF' /4ccredi4d, 280758.4 Email. vt n 1 1((1 C co- LAB 1I3 1 A/R &trtntLre Corapairi Name I Data I Time OsisVNIL t i�1�� 1 lc& eTki Vf5 Email__ Pi report Scatrle Asbestos Test warren ts4bt teat results to be of ape:einion normal for the type sod methodology =played for each sample p>txnirred and clisclaixal any otbar warstints, expressed or implied, cbc@iding warranty of fitz ess en. a particular purer and warranty of Hicrchantsbitay Seasie Asbeli x1%'P az accepeq >ao legal responaibi)ity for the purpose for which the client uses the test results. 13y signing on this inn the dies agree to relieve Seattle Asbestos Teat of any liability that may arise from the test Milts. invoices paid late maybe charged of interest. end invoices go to collection may be charged 17%to 25% recollection. rec. ge 23 Checks with NSF' will he ehmgpd S50. ovide i to Byiiders Exchange of WA. Inc, For usage conducts Agreenaert see wwer_trcwa_cam Arrays Verity Stele Milts Environmental 1n. 14648 NE 95 Street, Redmond, WA 98052 (425) 883 -3881 February 27, 2009 Anna Jordan The Riley Group, Inc. 17522 Bothell Way NE. Suite A Bothell, WA 98011 Re Analytical Data for Project 2009 -0408 Laboratory Reference No. 0902 -154 Dear Anna. Enclosed are the analytical results and associated quality control data for samples submitted on February 24 2009. The standard policy of OnSite Environmental Inc is to store your samples for 30 days from the date of receipt. If you require longer storage, please contact the laboratory We appreciate the opportunity to be of service to you on this project. If you have any questions concerning the data, or need additional information, please feel free to call me. Sincerely David Baumeister Project Manager Enclosures OnSite Environmental, Inc. 14.648 NE 95 Street, Redmond, WA 98052 (425) 883 -3881 This report pertains to the samples analyzed in accotdartce with the chain of custody end is ►mended only for the use of the individual or company to whom it Is addressed. :le 24 vided to Builders Exchange of WA, Inc For usage Conditions Agreement see wwwr bxwa.com Always Verify Scale Date of Report: February 27 2009 Samples Submitted; February 24, 2009 Laboratory Reference: 0902-154 Project: 2009-040B Cane Narrative 2 Samples were collected on February 20. 2009, and received by the laboratory on February 24.2009. They were maintained at the Laboratory at a terriperal ure of 2 to 6 exert as noted below General QA/QC issues associated with the anaJylicil data enclosed in this laboratory report will be Irrdkated with a reference to a comment or explanation on the Data Qualifier page. More complex and Involved QA/QC issues will be dismissed in detail below. Or51te Environments.. inc.. 14649 NE 9e Street, Redmond. WA 98052 (425) 8839881 This repot pertain to the samples analyzed in accordance with fns drain of cizit dy, and to Intended ordy fortis use at Iris inaf,olduel et company m r h om ft is addressed le 25 tided to Builders Brchange or WA, Inc. For usage Conditions Agreement see Ixewra.own Always Verify Scate Date of Report: February 27 2009 Samples Submitted: February 24 2009 Laboratory Reference: 0902-154 Project: 2009 -0408 Date Prepared: 2.25 -09 Date Extracted: 2- 26-09 Date Analyzed: 2 -27-09 Matrix: TCLP Extract Units. m9A (pPm) TCLP LEAD by tPI& 1311N5010B 3 Client if) Lab ID Result PQL TCLP sample 02- 154-01 t+® 0 OnSke Environmental, Inc. 14643 NE 95' Street, Redmond, WA 98052 (4.25) 883 -3881 This report pertains to the samples err lyzed 4n era dente s4th the chain of custody and Is Intended only for the use of the individual or company to tellorn if ks etldresead. i,1e 26 •vcded to Builders Exchange of WA, inc. For usage Conditions Agreement see %brirea.com AM.ays Verify Scale Data of Report: February 27 2009 Sample's Submitted: February 24, 2009 Laboratory ratory Reference: 0902 -154 Project: 2009-0408 Data Prcpar 1. 2-25-09 Date Extracted: 2 -26-09 Date Analyzed: 2-26-09 Matrix: TCLP Extract Units: mg/L (ppm) Lab ID: MB0226T1 Analyte Method Lead 60108 TCLP LEAD by EPA 1311/50108 METHOD BLANK QUALITY CONTROL Result PQL ND 0,20 OnSite Environmental, Inc. 14648 NE 95 Street, Rechnord, WA 98052 (425) 883-3881 This report pertains to the samples s analyzed in IsoCoKktooe with the Choin of custody and Is Intended only for re use of the b ayiel rerl or company to lateen it is adfresead. ae 27 :vvided to Builders &change of WA, Inc For usage Conditions Agreement see w w pzwa.eom Always Verify Scale 4 Date of Report: February 27 2009 Samples Submitted: February 24, 2009 Laboratory Reference: 09062 -154 Project: 2009 -0408 Date Pre Forme 2- 25--:9 Date Extracted: 2 -2-09 Date Analyzed: 2 -26-0'8 Matrix: Lab ID Arudyte Lead TCLP Extract mg/L (PPrn) 02- 108.06 TCLP LEAD by EPA 1311/15010A DUPLICATE DUALITY CONTROL Sara de Duplicate Result Result RPD PQL Flags 020 21 020 C OnSlte Environment's, Inc. 14648 NE 85" Street, Redmond, WA 98052 (425) 883 3881 Thle report pertains to to samples errelyzed in eaooaience loth the chin of M atady and is mended orgy for tse use of ale t+A' or avn to ahem It b ad lees ed. 2x 28 wided to Builders Exchange of WA, Inc. For usage Conditions Agreement see *veer bzwa_eom Always Verify Scale 5 Date of Report: February 27 2009 Samples Submitted: February 24, 2009 Laboratory Refensnc e: 0902 -154 Project: 200-0408 Date Prepared: 2 -25-09 Date ExIi dad: 2 -26-09 Date Analyzed: 2-26-09 Ma l ix: TCLP Extract Units: mg1L (Ppm) Lab ID: 02 -109-06 Analyte Lead TCLP LEAD by EPA 1311/60108 MSIMSD QUALITY CONTROL 6 Spike Percent percent Level MS Recovery MSD Recovery RPD Flags 10 9.47 92 10.1 98 B Site Erroltonnnerdat, Inc. 14648 NE 85 Street, Redmond, WA 98052 (425) 893 -3881 Tril9 report penaine id the aanpba analyzed In accordance MtQ1 Ine dash of as ody end is intended oily 4Q liss use of the isdhiit1e1 or company ID ~barn It is sEt eeeed. le 29 ultra to Builders Exchange of WA, Inc. For usage Conditions Agreement see! bxwa.com Always deftly Scale Z Mite Environinantal Dattl Quaftttes and Abbreviations A Due to a high sample concentration, the amount spiked is insufficient for meaningful MS/141$D recovery data. B The analyte indicated was also found in the blank sample, C The duplicate RPD is outside control limits due to high result variability when analyte concentrations are within five times the quantitation limit E The value reported exceeds the quantitation range and is an estimate_ F Surrogate recovery data is not available due to the high concentration of coelutlrlg target compounds. H The analyte indicated Is a common laboratory solvent and may have been introduced during sample preparation, and be impacting the sample result. I Compound recovery is outside of the control limits. J The value reported was below the practical quantitation limit. The value is an estimate K Sample duplicate RPD Is outside control limits due to sample Inhomogeneiry The sample was re- extracted and re- analyzed with similar results, L The RPD Is outside of the control timitss. M Hydrocarbons in the gasoline range are impacting the diesel range result. Ml Hydrocarbons In the gasoline range (toluene- napthalene) are present In the sample. N Hydrocarbons in the tube oil range are impacting the diesel range result. O Hydrocarbons indicative of heavier fuels are present In the sample and are Impacting the gasoline result. P The RPD of the detected concentrations between the two columns is greater than 40. Q Surrogate recovery is outside of the control limits. S Surrogate recovery data Is not available due to the necessary dilution of the sample. T The sample chromatogram is not similar to a typical U The analyte was analyzed for but was not detected above the reported sample quantitation limit. U1 The practical quantitation limit is elevated due to interferences present in the sample. Matrix Spike/Matrix Spike Duplicate recoveries are outside control limits due to matrix effects. W Matrix Spike/Matrix Spike Duplicate RPD are outside control limits due to matrix effects. X Sample extract treated with a mercury cleanup procedure, Y Sample extract treated with an acid/silica gel cleanup procedure. ND Not Detected at PQL PQL Practical Quantitatlon Umit RPD Relative Percent Difference OnSite Environmental, Inc_ 14648 NE 9e Street, Redmond, WA 98052 (425) 883 -3881 This report pertains to the samples analyzed in accordance with the gain or custody and is intended only h the use of the individual or company to shun it Is addressed, 30 ,ded to Builders Exchange of WA, Inc For usage Conditions Agreement see www bxwa.com Always Verify Scale 7 alE /VOA SAI=PAIV Lucr0 /#,Aon■ ofirs lueureall3y suompu00 eBbsrl JOA oul 'vt JO abue40x3 sJapana 04 pep!. LE G 1 `"3 0 0 4 INWTPI-1-HCID AllAirPH-Gx/BTEX 14W7PH-Dx 1 i t 1 Volaulas by 42608 1 HalogeriMed Volatiles by 82608 .1..., ....14..44. I mud stiles by $,Z700 i PPM. try 82700 SIM 1PCeis by 841132 iPftsticIdes by 8081 1 11-7 erbleit;a9 by 8151A I rola, RaAMeIals (8) CLP Moak; L eit h ap 01 i ii try 1564 novISIU00 888C i ■=1•••••• The Riley Group Inc. ASBESTOS-CONTAINING MATERIALS SURVEY METHODS PROCEDURES SERVING THE PACIFIC NORTHWEST Main Office: 17522 Bothell Way NE. Suite A, Bothell, WA 98011 Tel (425) 415 -0551 Fax (425) 415 -0311 Seattle Tel. (206) 417 -0551 e 32 Appendix C Asbestaa5- Containing Materials Survey Methods Procedures .+ided to Builders Exchange of WA, Inc For usage Conditions Agreement see www bxwa.com Always Verify Scale Inspection and sampling procedures were performed in accordance with the guidelines published by the Environmental Protection Agency (EPA) in 40 CFR Part 763 Subpart E, October 30, 1987 Sampling procedures include collection of one or more samples of all suspect friable and non- friable materials. GENERAL ORGANIZATION The survey consisted of three major activities: visual inspection, sampling, and quantification of building materials. Although these activities are listed separately, they are integrated tasks. VISUAL INSPECTION OF SUSPECT ACMs An initial building vralkthrough was conducted to determine the presence and condition of suspect materials that were accessible and/or exposed. Materials that were similar in general appearance or in date of construction were grouped into homogeneous sampling areas. Homogeneous Material Classifications A preliminary walkthrough of the building was conducted to determine areas of materials which were visually similar in color, texture, general appearance, and which appeared to have been installed at the same time. Such materials are termed "homogeneous materials" by the EPA. During this walkthrough, the approximate locations of these homogeneous materials were also noted. Following the EPA inspection protocol, each identified suspect homogeneous material was placed in one of the following EPA classifications. 1 Surfacing Materials (spray or trowel applied to building members) 2. Thermal System insulation (materials generally applied to various mechanical systems) 3 Miscellaneous Materials (any materials which do not fit either of the above categories) Friability Cieastfications A regulated asbestos containing material (RACM) as defined by National Emissions Standard for Hazardous Air Pollutants (NESHAP) is any (a) Friable asbestos material, (b) Category I non friable ACM that has become friable, (c) Category I non- friable ACM that will be or has been subjected to sanding, grinding, cutting, or abrading, or (d) Category II non friable ACM that has a high probability of becoming or has become crumbled, pulverized, or reduced to powder by the forces expected to act on the material in the course of demolition or renovation operations. Following the EPA inspection protocol, each identified suspect homogeneous material was placed in one of the following EPA classifications Friable Materials NESHAP defines a friable ACM as any material containing more than one percent asbestos, that, when dry, can be crumbled, pulverized, or reduced to powder by band pressure. Category I Non friable NESHAP defines a Category I non friable ACM as packing, gaskets, resilient floor covering (except vinyl sheet flooring products which are considered friable), and asphalt roofing products which contain more than one percent asbestos. Category II Non friable NESHAP defines a Category II non friable ACM as any material, except for a Category I non friable ACM, which contains more than one percent asbestos and cannot be reduced to a powder by hand pressure when dry )e 33 vi d ed to Builders Exchange of WA, Inc. For usage Conditions Agreement see wesw.tav atom Always Verify Scale SAMPLING PROCEDURES Following the walkthrough, the inspector collected selected samples of accessible materials identified as suspect asbestos containing building materials (ACM). Samples were collected by Riley's asbestos building inspector certified under the EPA AHERA regulation 40 CFR 763, Subpart E (AHERA certification attached in Appendix B) Sampling was consistent with the requirements of NESHAPs and AHERA as well as meeting the requirements set forth by State and local regulatory agencies. QuAstrincknori Quantities of accessible and/or exposed building marenals which were found to contain asbestos were estimated. This estimation was performed by taking approximate measurements in the field. Drywall, joint compound, plasters, and ceiling and floor tiles, were measured in square feet of surface area. Piping insulation (if any) was measured in linear feet. LABORATORY PROCEDURES Method of Analysis Samples were analyzed by an accredited laboratory, specified in Section 3.0 of this report. A chain-of- custody, documenting the possession of the samples from the time they were collected until they have been analyzed and stored, accompanied the materials at all times. All bulk samples were analyzed by Polarized Light Microscopy (PLM) with dispersion staining as described by the method for determination of asbestos in bulk insulation, EPA/600/R.- 93/116, July 1993 This is a standard method of analysis in optical mineralogy and the currently accepted method for the determination of asbestos in bulk samples. It should be noted that some ACM may not be accurately identified and/or quantified by PLM. As an example, the original fabrication of vinyl floor tiles routinely involved milling of asbestos fibers to extremely small sizes. As a result, these fibers may go undetected under the standard polarized light microscopy method. Transmission Electron Microscopy (TEM) is required for a more definitive analysis of these materials. For bulk samples which are found to contain, <1% asbestos, Point Count Analysis as described by the method for the determination of asbestos in accordance with Environmental. Protection Agency s (EPA) "Interim Method for Identification of Asbestos in Bulk Insulation Samples' (40 CFR 763, Appendix, A, Subpart F), is often utilized. Follow -up Point Count Analysis was not conducted for this project unless specified in Section 3.0 of this report. .ge34 ovided to Builders Exchange of WA, Inc, For usage Conditions Agreement see %Now bxwa.corn Allays Verify Scale U S Department of Transportation (DOT) including but not limited to Hazardous Substances. Final Rule Regulation 49 CFR, Parts 171 and 172 Uniform Fire Code: Asbestos Removal UFC Section 87 106, 87 102 Standards which govern asbestos abatement work or hauling and disposal of asbestos waste materials include but are not limited to the following. American National Standards Institute (ANSI) Fundamentals Governing the Design and Operation of Local Exhaust Systems Publication Z9.2 -79 Practices for Respiratory Protection Publication Z88.2 -80 STATE Washington State Department of Ecology Dangerous Waste Reeulati ons WAC 173 -303 Washington Labor Industries (WISHA, L&I) Asbestos. Tremolite. Anthonhvllite, and Actinotite WAC 296 62477 through. 07761 Safety Standards for Asbestos Removal and Encapsulation WAC 296 -65 -001 through 050 Respiratory Protection WAC 296-62-071 through 07121 WISHA Regional Directive Occupational Exposure to Asbestos WRD 23 10 April 30, 1997 WISHA Reaionai Directive Asbestos Containing Joint Commou nd ip Wallboard Systems WRD 23 30 December 28, 2000 Local Air Pollution. Control Authorities (e.g. Puget Sound Clean Air Agency) 36 Jed In Builders Exchange ange of WA, Inc For usage Conditions Agreement see www.bxwa.com Always Verify Scale ABATEMENT BUDGET ESTIMATE METHODOLOGY Riley used recognized standard engineering principles in developing the unit cost budgetary estimate for removal of the listed asbestos containing building materials (ACM), suspect ACM and assumed asbestos containing material contained in this facility This is an estimate for removal only, intended for general policy decisions regarding program development and planning. The Client is advised to verify the estimated quantities prior to obtaining contractor bids. The amounts are estimated as of the date of the report and are an estimate of only the removal contractor's fees. Not included are items such as indirect or hidden costs, such as employee relocation during the project, lost revenues, etc. These items are considered during the development of an engineering cost estimate, which is beyond the scope of this study Other variables included in an engineering cost estimate are the project schedule and phasing, size of the project, and other factors that can affect project cost. Prior to the initiation of a project that would involve abatement, a detailed engineering cost estimate and project design is recommended. The engineering cost estimate will incorporate such variables as scheduling and phasing of the project, the size and extent of the project, seasonal factors, operational factors and other restrictions, respiratory protection, alternate abatement options, and type of replacement material. An engineering cost estimate would also include professional fees, such as for project design and management, and other expenses, such as on -site air monitoring and construction supervision. ABATEMENT COST SCHEDULE Material Descriotion Description of the homogenous asbestos containing material. Ouantlt This indicates the quantity of material present, expressed in appropriate units. Quantities have been determined by on -site measurement or plan take-offs. Where access is restricted, best estimates were determined from whatever information was available Unit Cost The cost of removal per linear foot or square foot or other unit. Removal Cost (Quantity) x (Unit Cost) 37 Appencitz E ACM Abatement Cost Estimates led to Builders Exchange of WA, Inc. For usage Conditions Agreement see *wow bxwa_com Always Verify Scale ESTIMATED ABATEMENT COST SCHEDULE FOR ASBESTOS CONTAINING MATERIALS Site Address. 1036 Hla 101 E. Port Anaeies, WA Material Low est high est Units eUn* Subtotals Quantity Low High VAT (tile only) $0.60 $2.75 sq. ft. $0 $0 VAT mastic $0.80 $3.00 sq-. ff. SO SO Sheet vinyl $3.50 $5.50 sq. ft. $0 SO Mastic for sheet vinyl/carpet $1.00 $2.00 sq. ft- $O SO Roofing $1.50 $2.50 sq. ft. $0 SO Composition shingles S1 75 $3.25 sq. ft. SO SO Roof coating (silver) 51 75 $2.50 sq. ft. $0 SO Roof mating (asphalt) 51 75 $2.75 sq. ft. 7,000 $12,250 $19,250 TSI pipelwire straights $4.00 $12.00 lin. ft. SO $O TSI fittings $6.00 $15.00 fitting $0 SO Duct wrap $4.00 $10.00 sq. ft. $0 $0 Duct tape (seams) $4.00 $10.00 sq. ft. $0 SO Boiler insulation $1,500.00 $1,800.00 boiler SO $0 CAB $1.50 $3.00 sq. ft. $0 SO Exterior vapor barrier 51.50 $3.00 sq. ft. $0 $0 Sink at $25.00 $75.00 sink $0 SO Electrical panel (surround) $10.00 $15.00 sq. ft. SO $0 Electrical switch $10.00 $25.00 switch $O $0 Window putty $8.00 $50.00 window $0 S0 Vermiculite insulation $5.00 $8.00 sq. ft $0 $0 Ceiling texture 52.50 $4.00 sq. ft. $0 SO Walisurfacing exterior eaves) $2.75 $3.50 sq. ft $0 $0 mobilization, equipment, ate. 5700.00 $1.200.00 N/A 1 $700 $1,200 SUBTOTAL. $12,850 $20,450 15% Consultant Fee. $1,943 $3,068 TOTAL COST RANGE. 14,893 $23,518 39 ed to Builders E,ange of WA, Inc. For usage Conditions Agreement see www.b v ac m Afesaire Aiwa Very Scale 1