SECTION 08 41 1 ALUMINUM FRAMED ENTRANCES and STOREFRONTS. System 402 Flush-Glazed Screw Spline Storefront

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PART 1 GENERAL 1.01 Work Included SECTION 08 41 1 ALUMINUM FRAMED ENTRANCES and STOREFRONTS System 402 Flush-Glazed Screw Spline Storefront A. Furnish and install aluminum architectural storefront system complete with hardware and related components as shown on drawings and specified in this section. B. All storefront systems shall be EFCO System 402 Flush-Glazed Screw Spline Storefront. Other manufacturers requesting approval to bid their product as an equal must submit the following information fifteen days prior to close of bidding. 1. A sample storefront system (size and configuration) as per requirements of architect. 2. Test reports documenting compliance with requirements of Section 1.05. C. Glass 1. Reference Section 08 81 00 for Glass and Glazing. D. Single Source Requirement 1. All products listed in Section 1.02 shall be by the same manufacturer. 1.02 Related Work A. Section 08 44 13 Glazed Aluminum Curtain Walls B. Section 08 51 13 Aluminum Windows C Section 08 41 13 Doors 1.03 Laboratory Testing and Performance Requirements A. Test Units 1. Air, water, and structural test unit size shall be a minimum of two stories high and three lites wide. B. Test Procedures and Performance 1. Air Infiltration Test a. Test unit in accordance with ASTM E 283 at a static air pressure difference of 6.24 psf (299 Pa). b. Air infiltration shall not exceed.06 cfm/sf (.30 l/s m²) of unit. 2. Water Resistance Test a. Test unit in accordance with ASTM E 331. b. There shall be no uncontrolled water leakage at a static test pressure of 12.0 psf (575 Pa). 3. Uniform Load Deflection Test a. Test in accordance with ASTM E 330. b. Deflection under design load shall not exceed L/175 of the clear span. 4. Uniform Load Structural Test a. Test in accordance with ASTM E 330 at a pressure 1.5 times the design wind pressure in 1.05.B.3.b. b. At conclusion of the test, there shall be no glass breakage, permanent damage to fasteners, storefront parts, or any other damage that would cause the storefront to be defective.

1.07 Quality Assurance A. Provide test reports from AAMA accredited laboratories certifying the performance as specified in 1.05. B. Test reports shall be accompanied by the storefront manufacturer s letter of certification stating that the tested storefront meets or exceeds the referenced criteria for the appropriate storefront type. 1.09 Submittals A. Contractor shall submit shop drawings; finish samples, test reports, and warranties. 1. Samples of materials as may be requested without cost to owner, i.e., metal, glass, fasteners, anchors, frame sections, mullion section, corner section, etc. 1.10 Warranties A. Total Storefront Installation 1. The responsible contractor shall assume full responsibility and warrant for one year the satisfactory performance of the total storefront installation. This includes the glass (including insulated units), glazing, anchorage and setting system, sealing, flashing, etc., as it relates to air, water, and structural adequacy as called for in the specifications and approved shop drawings. 2. Any deficiencies due to such elements not meeting the specifications shall be corrected by the responsible contractor at their expense during the warranty period. B. Window Material and Workmanship 1. Provide written guarantee against defects in material and workmanship for 3 years from the date of final shipment. C. Glass 1. Provide written warranty for insulated glass units that they will be free from obstruction of vision as a result of dust or film formation on the internal glass surfaces caused by failure of the hermetic seal due to defects in material and workmanship. 2. Warranty period shall be for 10 (ten) years. D. Finish 1. Warranty period shall be for 10 years from the date of final shipment. 2. Provide organic finish warranty based on AAMA standard 2605. PART 2 PRODUCTS 2.01 Manufacturers A. Basis of Design: EFCO B. Substitutions: Per requirements in Division 1 2.02 Materials A. Aluminum 1. Extruded aluminum shall be 6063-T6 alloy and temper.

2.03 Fabrication A. General 1. All aluminum frame extrusions shall have a minimum wall thickness of.080" (2 mm). 2. All exposed work shall be carefully matched to produce continuity of line and design with all joints. System design shall be such that raw edges will not be visible at joints. B. Frame 1. Depth of frame shall not be less than 4 1/2" (114 mm). 2. Face dimension shall not be less than 2" (50 mm). 3. Frame components shall be screw spline construction. C. Glazing 1. All units shall be dry glazed" with gaskets on both exterior and interior of the glass. D. Finish 1. Organic a. Finish all exposed areas of aluminum windows and components with 70% PVDF fluoropolymer. Color shall be selected by architect. PART 3 EXECUTION 3.01 Inspection AA Description Description AAMA Guide Spec. AA-M12-C42-R1X 70% PVDF Ultrapon 2605-98 A. Job Conditions 1. Verify that openings are dimensionally within allowable tolerances, plumb, level, clean, provide a solid anchoring surface, and are in accordance with approved shop drawings. 3.02 Installation A. Use only skilled tradesmen with work done in accordance with approved shop drawings and specifications. B. Storefront system shall be erected plumb and true, in proper alignment and relation to established lines and grades. C. Entrance doors shall be securely anchored in place to a straight, plumb, and level condition, without distortion. Weather stripping contact and hardware movement shall be checked and final adjustments made for proper operation and performance of units. D. Furnish and apply sealing materials to provide a weather tight installation at all joints and intersections and at opening perimeters. E. Sealing materials specified shall be used in strict accordance with the manufacturer s printed instructions, and shall be applied only by mechanics specially trained or experienced in their use.

All surfaces must be clean and free of foreign matter before applying sealing materials. Sealing compounds shall be tooled to fill the joint and provide a smooth finished surface. 3.03 Anchorage A. Adequately anchor to maintain positions permanently when subjected to normal thermal movement, specified building movement, and specified wind loads. 3.04 Protection and Cleaning A. The general contractor shall protect the aluminum materials and finish against damage from construction activities and harmful substances. The general contractor shall remove any protective coatings as directed by the architect, and shall clean the aluminum surfaces as recommended for the type of finish applied.

BID NO. 12-09 084523 Translucent Fiberglass Panels...05 085113 Aluminum Windows...04 08710 Door Hardware...32 087500 Power Window Equipment...04 08800 Glazing...07 DIVISION 9 - FINISHES 09100 Metal Support Assemblies...07 09220 Portland Cement Plaster and Metal Lath...10 09250 Gypsum Board...08 09310 Ceramic Tile...06 09430 Interior Composite Wall Panel...05 09500 Acoustical Ceiling Systems...07 09510 Acoustical Fiber Units...05 09621 Synthetic Athletic Flooring Exercise Room...04 09645 Resilient Wood Flooring Assemblies - Gymnasiums...04 09647 Wood Platform Flooring...04 09651 Rubber Flooring and Stair Covering...06 09652 Resilient Tile Flooring...05 09653 Linoleum Tile...05 09658 Resilient Base...03 09681 Carpet...05 09900 Painting...07 09960 Anti-Graffiti Coatings...04 09980 Concrete Floor Sealers...04 DIVISION 10 - SPECIALTIES 10170 Solid Plastic Toilet Compartments...04 10185 Shower and Dressing Compartments...03 10190 Fire Extinguishers and Cabinets...03 10400 Identification Devices...10 10501 Metal Lockers...03 10650 Operable Partitions...04 10810 Toilet Accessories...04 DIVISION 11 - EQUIPMENT 11060 Stage/Theatrical Equipment......05 11131 Projection Screens...03 116600 Athletic Equipment...14 116833 Climbing Wall Flooring...02 DIVISION 12 - FURNISHINGS 12494 Roller Shades...09 12497 Curtains and Drapes...05 DIVISION 13 - SPECIAL CONSTRUCTION 13120 Real Rock Climbing Wall...07

A REEDCORP ENGINEERING CONSULTING ELECTRICAL ENGINEERS 2061 Business Center Drive Suite 110 Irvine, CA 92612 Phone: (949) 752-1278 Fax: (949) 752-1287 E-Mail Address: EE@Reedcorp.net October 21, 2011 Mr. Chuck Foley Hirsch & Associates 2221 E. Winston Rd., Suite A Anaheim, CA 92806 RE: Roxbury Park Electrical Addendum Item 3 Dear Chuck: Please issue the following addendum number three shown on plans with revision delta 2; Sheet ES-2 1. Detail B, Generator Control System has been revised due to new generator information from the manufacturer. See Figure 1: Generator Control System revised. 2. Panel SL revised to show circuit 2 for the generator battery charger and new circuit 4 for the generator heater. See Figure 2: Panel SL. Sheets EB-5 and EB-6 1. HVAC Equipment Schedule lists item B2 twice. The second entry on the schedule has been crossed out. See Figure 2: Panel SL. Sincerely, Reedcorp Engineering, Inc. Michael R. Reed Associate MRR/lm Cc: file \\RCSBS\Documents\Project Documents\2342 Roxbury Park - Phase 1-Hirsch 7-10\Chuck Foley - Addendum 3 Rev 2-10-21-11.docx A CALIFORNIA CORPORATION

Figure 1: Generator Control System revised Mr. Chuck Foley - Hirsch & Associates Roxbury Park Electrical Addendum Item 3 October 21, 2011 Page 2 of 3

Mr. Chuck Foley - Hirsch & Associates Roxbury Park Electrical Addendum Item 3 October 21, 2011 Page 3 of 3 Figure 2: Panel SL Figure 3: HVAC Equipment Schedule