Mesquite Fire Station #4

A D D E N D U M N O. 1

February 14, 2019 Mesquite Fire Station #4

Brown Reynolds Watford Architects, Inc. 3535 Travis Street, Suite 250 Dallas, Texas 75204 (214) 528-8704

ARCHITECT: BROWN REYNOLDS WATFORD ARCHITECTS, INC. 3535 Travis Street, Suite 250 Dallas, Texas 75204 214.528.8704

CIVIL ENGINEER: STRUCTURAL ENGINEER: CLICK ENGINEERING CLICK ENGINEERING 325 N. St Paul, Suite 2850 325 N. St Paul, Suite 2850 Dallas, Texas 75201 Dallas, Texas 75201 214.871.2302 214.871.2302

MEP ENGINEERS: LANDSCAPE ARCHITECT: MEP CONSULTING ENGINEERS DAVID MCCASKILL DESIGN GROUP 2928 Story Road West 1804 Wagon Wheel Trail Irving, Texas 75038 Pantego, Texas 76013 972.870.9060 817.291.7979

INFORMATION AVAILABLE TO BIDDERS

Distributed along with this addendum are documents prepared by the Construction Manager: 00200 Invitation to Propose, 00400 Instructions to Proposers, 00400A Bid Form, 00400B Subcontractor Qualification Statement, 00900 CM Special Conditions, 00900A Contractor and Subcontractor agreement, 00900B Contractor and Design-Build Subcontractor agreement, 00900C Purchase Order Fabricated Material, and 00900D Preliminary Schedule.

The 100% Construction Documents, for the above referenced project, dated January 9, 2019, shall be amended as follows:

SPECIFICATIONS

Item No. 1.1 PROJECT MANUAL – TABLE OF CONTENTS. A. Revise title of Section 08 33 23 (narrative only.) Page 1 of 3

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February 14, 2019 Mesquite Fire Station #4

Item No. 1.2 SPECIFICATION 08 11 13 – HOLLOW METAL DOORS AND FRAMES A. Replace Section with attached 08 11 13. B. Add reference to ICC 500 standard. C. Add storm-rated hollow metal doors and frames.

Item No. 1.3 SPECIFICATION 08 33 23 – OVERHEAD COILING DOORS A. Replace Section with attached 08 33 23. B. Revise Section title to “Overhead Coiling Doors.” C. Delete reference to coiling Storm Doors

Item No. 1.4 SPECIFICATION 08 71 00 – DOOR HARDWARE A. Replace Section with attached 08 71 00. B. Revise in-schedule references to Doors 102 and 126A C. Delete reference to Doors 129S and 130S. D. Add Set W485W for Doors 129 and 130.

Item No. 1.5 SPECIFICATION 08 80 00 – GLAZING A. Replace Section with attached 08 80 00. B. Add Glass Type #9 for acid-etched frosted exterior glazing.

DRAWINGS

Item No. 1.6 S2.3 LOW ROOF FRAMING PLAN A. Revise section used for exterior members along Grid 1. B. Add reference note at Rooftop Units.

Item No. 1.7 S4.4 WIND BRACING SECTIONS AND DETAILS A. Revise connection at Detail 02.

Item No. 1.8 S4.6 FRAMING SECTIONS AND DETAILS A. Add windbrace reference note at Detail 06.

Item No. 1.9 S6.1 WIND BRACE ELEVATIONS A. Add Grid location identifying notes to elevation titles.

Item No. 1.10 A1.1 FIRST FLOOR PLAN A. Revise detail key numbers for Storefront elevations B. Delete Doors 129S and 130. C. Revise width of Door 123. D. Add exterior / interior identifying notes for window types.

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February 14, 2019 Mesquite Fire Station #4

Item No. 1.11 A1.8 PLAN DETAILS A. Add Detail 3 - flashing at roof intersection near Grid C, 8. B. Add mockup panel drawings.

Item No. 1.12 A2.1 EXTERIOR ELEVATIONS A. Revise glass type note for window type B.

Item No. 1.13 A4.1 DOOR SCHEDULE AND WINDOW SCHEDULE A. Delete Doors 129S and 130S. B. Revise width of Door 123. C. Revise hardware set reference for Doors 129 and 130. D. Revise Glazing Schedule to add Glass Type #9. E. Add note for Glazing type at Door 111A. F. Add exterior / interior identifying lables for window types.

Item No. 1.14 A4.2 STOREFRONT TYPES A. Revise numbering of drawings. B. Revise glazing type at Door 111A and associated lite. C. Revise Glazing Schedule to add Glass Type #9.

Item No. 1.15 M2.1 MECHANICAL SCHEDULES A. HVLV fan for Alternate 10 (identified elsewhere) added to Fan Schedule.

Attachments:

SPECIFICATIONS: Noted as attached above

DRAWINGS: Drawing Sheets noted as attached above.

END OF ADDENDUM NO. 1 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *

Page 3 of 3

SECTION 08 11 13 - HOLLOW METAL DOORS AND FRAMES

PART 1 - GENERAL

1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.02 SUMMARY A. Section Includes: 1. Provide hollow metal doors and frames as shown on the Drawings and as herein specified. B. Related Sections include the following: 1. Division 04 Section - Unit Masonry Assemblies. 2. Division 05 Section - Light Gauge Metal Framing. 3. Division 06 Section - Rough Carpentry. 4. Division 07 Section - Sheet Metal Flashing and Trim. 5. Division 08 Section - Door Hardware. 6. Division 08 Section - Glazing. 7. Division 09 Section - Gypsum Board Assemblies. 8. Division 09 Section - Painting.

1.03 REFERENCE STANDARDS A. Codes and References, General: Comply with the version year adopted by the Authority Having Jurisdiction. 1. ANSI/SDI A250.8 - Recommended Specifications for Standard Steel Doors and Frames. 2. ANSI/SDI A250.4 - Test Procedure and Acceptance Criteria for Physical Endurance for Steel Doors, Frames, Frames Anchors and Hardware Reinforcing. 3. ANSI/SDI A250.6 - Recommended Practice for Hardware Reinforcing on Standard Steel Doors and Frames. 4. ANSI/SDI A250.10 - Test Procedure and Acceptance Criteria for Prime Painted Steel Surfaces for Steel Doors and Frames. 5. ANSI/SDI A250.11 - Recommended Erection Instructions for Steel Frames. 6. ASTM A1008 - Standard Specification for Steel Sheet, Cold-Rolled, Carbon, Structural, High-Strength Low-Alloy and High-Strength Low-Alloy with Improved Formability. 7. ASTM A653 - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc- Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process. 8. ASTM A924 - Standard Specification for General Requirements for Steel Sheet, Metallic- Coated by the Hot-Dip Process. 9. ASTM C 1363 - Standard Test Method for Thermal Performance of Building Assemblies by Means of a Hot Box Apparatus. 10. ANSI/BHMA A156.115 - Hardware Preparation in Steel Doors and Frames. 11. ANSI/SDI 122 - Installation and Troubleshooting Guide for Standard Steel Doors and Frames. 12. ANSI/NFPA 80 - Standard for Fire Doors and Fire Windows; National Fire Protection Association. 13. ANSI/NFPA 105: Standard for the Installation of Smoke Door Assemblies. 14. ICC 500 - 2014 ICC/NSSA Standard for the Design and Construction of Storm Shelters. 15. NFPA 252 - Standard Methods of Fire Tests of Door Assemblies; National Fire Protection Association. 16. UL 10C - Positive Pressure Fire Tests of Door Assemblies.

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17. UL 1784 - Standard for Air Leakage Tests of Door Assemblies Quality Assurance

1.04 QUALITY ASSURANCE A. Source Limitations: Obtain hollow metal doors and frames through one source from a single manufacturer wherever possible. B. Quality Standard: In addition to requirements specified, furnish SDI-Certified manufacturer products that comply with ANSI/SDI A250.8, latest edition, "Recommended Specifications for Standard Steel Doors and Frames". C. Fire-Rated Door Assemblies: Assemblies complying with NFPA 80 that are listed and labeled by a qualified testing agency, for fire-protection ratings indicated, based on testing at positive pressure according to UL10C (neutral pressure at 40” above sill) or UL 10C. 1. Oversize Fire-Rated Door Assemblies Construction: For units exceeding sizes of tested assemblies, attach construction label certifying doors are built to standard construction requirements for tested and labeled fire rated door assemblies except for size. 2. Temperature-Rise Limit: Where indicated and at vertical exit enclosures (stairwell openings) and exit passageways, provide doors that have a maximum transmitted temperature end point of not more than 450 deg F above ambient after 30 minutes of standard fire-test exposure. 3. Smoke Control Door Assemblies: Comply with NFPA 105. a. Smoke "S" Label: Doors to bear “S” label, and include smoke and draft control gasketing applied to frame and on meeting stiles of pair doors. D. Fire-Rated, Borrowed-Light Frame Assemblies: Assemblies complying with NFPA 80 that are listed and labeled, by a testing and inspecting agency acceptable to authorities having jurisdiction, for fire-protection ratings indicated, based on testing according to NFPA 257. Provide labeled glazing material. E. Pre-Installation Conference: Conduct conference in compliance with requirements in Division 01 with attendance by representatives of Supplier, Door and Door Hardware Installer(s), Security System Installer, and Contractor to review proper methods and procedures for installing hollow metal doors and frames and to verify installation of electrical knockout boxes and conduit at frames with electrified or access control hardware.

1.05 SUBMITTALS A. Product Data: For each type of product indicated. Include construction details, material descriptions, core descriptions, hardware reinforcements, profiles, anchors, fire-resistance rating, and finishes. B. Shop drawings and details based on the Contract Documents shall be submitted to the Architect for review prior to fabrication of materials. Shop drawings shall indicate all hardware mounting heights, reinforcement, opening sizes, etc. C. Manufacturer shall furnish a certificate to the Owner evidencing that materials delivered meet the labeled and/or fire resistive construction requirements. D. Concurrent Review: Submit submittals under this Section together with all other door and door hardware submittals for concurrent review of door openings.

1.06 PRODUCT DELIVERY, STORAGE AND HANDLING A. Delivery of Material: Individually packaged in cartons, completely protecting frames. B. Frames shall be stored under cover on wood sills that will prevent rust and damage. Place in stacks of five units maximum in a vertical position with heads up, spaced by blocking, on

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minimum 4-inch high wood blocking. Do not store in a manner that traps excess humidity. Do not use un-vented plastic.

1.07 JOB CONDITIONS A. Coordination 1. The Contractor shall provide door and frame manufacturer with an approved hardware schedule, templates and hand for all doors. Contractor shall advise door and frame manufacturer of any changes after information has been forwarded. 2. Contractor will be completely responsible for coordination of information between hardware, door and frame manufacturer. Contractor shall coordinate throat dimensions and clearance at thresholds and sill conditions with adjacent construction. Any materials not properly coordinated shall be replaced by the Contractor at his own expense 3. Contractor shall coordinate frame preparation requirements with the access control installer prior to preparing submittals. 4. Coordinate reinforcing and preparation for hardware at doors with lites, including lite frames. Requirements of Texas Accessibility Standards for maximum height above floor of the bottom of the vision lite may likely require door hardware to be mounted slightly lower than standard height in order to avoid a conflict between hardware and door lite frames. Pay particular attention to exit device mounting.

PART 2 - PRODUCTS

2.01 MATERIALS A. Cold-Rolled Steel Sheet: ASTM A 1008/A 1008M, Commercial Steel (CS), Type B; suitable for exposed applications. B. Metallic-Coated Steel Sheet: ASTM A 653/A 653M, Commercial Steel (CS), Type B; with minimum G60 metallic coating. C. Door Frame Anchorage Devices: ASTM A 653/A, Commercial Steel (CS), Type B, with minimum G60 metallic coating. Provide with minimum of 6 wall anchors and 2 adjustable base anchors, manufacturer's standard design. Provide UL anchors as required. Contractor is responsible to coordinate anchor types required with adjacent construction. 1. Use metal tee anchors at frames in CMU masonry unless otherwise noted. D. Exterior and Interior Door Frames: Provide doors complying with requirements indicated below by referencing ANSI/SDI A250.8 for level and model, ANSI/SDI A250.4 for physical performance level, and HMMA 867 for door construction. Furnished with 2" faces (4" head at masonry as required to match coursing) and 5/8" stops. Strike jambs provided with 3 holes for field installed rubber bumpers; and two per door leaf at head of pair door frames. Provide UL rating as required. Frames fabricated of quality 16 gauge annealed steel. 1. Removable stops at exterior frames located at interior side of frames for security and waterproofing. 2. At Air Locks, provide frames the full width of CMU and stud-framed walls, for protection of corners. Anchored to CMU construction. E. Flush Doors: ANSI/SDI A250.8, 1-3/4" Flush type door with no visible edge seams. Reinforcements provided for all hardware. Doors mortised for hardware. Provide louvers and fire rating as required. 1. Exterior doors, and doors between conditioned and unconditioned or heated only spaces, shall have minimum R factor of 3.4 including insulated door, thermal-break frame and threshold, and flush closing channel at top rail. Foamed in place polyurethane and steel stiffened laminated core with no stiffener face welds, in compliance with HMMA 867 “Laminated Core”.

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a. HM-Typical Exterior: Extra Heavy Duty (Level 3), 16 gauge steel. 2. Other Interior Doors: Faces constructed of quality annealed steel as follows: a. HM-Typical Interior, except where noted otherwise: Heavy Duty (Level 2), 18 gauge steel. Steel stiffened laminated core with fiberglass filler with no stiffener face welds, in compliance with HMMA 867 “Laminated Core”. 1) Provide 22 gauge steel-stiffeners at 6 inches on-center internally welded at 5" on- center to integral core assembly, No stiffener face welding is permitted. 2) Provide Extra Heavy Duty (Level 3), 16 gauge steel for interior doors at the Air Locks. 3. Use other core type(s) where required to achieve indicated R-values, Sound Transmission Class (STC) ratings, thermal insulated doors, and fire ratings, as approved by Architect. 4. Where doors are indicated in partitions required to comply with STC rating, the door STC rating shall be equal to or greater than the partition in which the door is located, unless otherwise noted. 5. Hinge Reinforcement: Minimum 7 gauge (3/16") plate 1-1/4" x 9". 6. Hardware Reinforcements: Fabricate according to ANSI/SDI A250.6 with reinforcing plates from same material as door face sheets. 7. Door louvers: Provide manufacturers standard flush louver. Refer to Division 08, Section "Wood Doors" for louver type. F. Accessory Materials: Provide complete fasteners, miscellaneous materials and accessories as required for complete installation including but not necessarily limited to the following: 1. Grout mix shall provide a 4" maximum slump consistency, hand troweled in place. Grout mixed to a thin "pumpable" consistency shall not be used. 2. Sound deadening (provide at partitions indicated to comply with an STC rating): Coat interior side of frame with 1/8” thick fibered asphalt emulsion. Pack door frame tightly with mineral fiber batts, made with binder containing no added urea formaldehyde. 3. Grout Guards: Formed from same material as frames, not less than 0.016 inches thick. G. Basis of Design: Subject to compliance with requirements, provide one of the following, or comparable products by another Manufacturer: 1. CECO Door Products (C) Energy Efficient - Trio-E Series. 2. Curries Company (CU) - Energy Efficient - 777 Trio-E Series.

2.02 HOLLOW METAL DOORS AND FRAMES FOR ICC-500 STORM SHELTERS A. Provide complete tornado or hurricane resistant door and frame shelter assemblies constructed to resist the design wind pressures for components and cladding and missile impact loads as described in ICC 500 - 2014, ICC/NSSA Standard for the Design and Construction of Storm Shelters. Only single opening and paired opening doors and their frames constructed to resist calculated design wind pressures and laboratory tested missile impacts are acceptable. 1. Door systems, both single doors and paired openings, tested and complying with ICC 500 - 2014 and FEMA P-361 (2015), Design and Construction Guidance for Community Safe Rooms and supported by third party test results. 2. Sheets fabricated on exterior openings from commercial quality hot dipped zinc coated steel complying with ASTM A924 A60. Gauges to be in accordance with manufacturers tested assemblies. 3. Vertical Edges: Vertical edges to have the face sheets joined by a continuous weld extending the full height of the door. Welds are to be ground, filled and dressed smooth. Beveled Lock Edge, 1/8 inch in 2 inches. 4. Top Edge: Reinforce top of doors with a continuous steel channel extending the full width of the door and welded to the face sheet. Doors with an inverted top channel to include a steel closure channel, screw attached and welded in place with the web of the channel flush with the face sheets of the door. Plastic or composite channel fillers are not acceptable.

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5. Hinge Reinforcement: Minimum 7 gauge (3/16") plate 1-1/4" x 9". B. Metal Frames: Subject to the same compliance standards and requirements as standard hollow metal frames, provide complete tornado or hurricane resistant door and frame assemblies, for both single doors and paired openings, tested and labeled as complying with ICC 500 - 2014 and FEMA P-361 (2015) and supported by third party test results. 1. Fabricate frames from 14 gauge hot dipped zinc coated steel that complying with ASTM designations A924 A60. C. Basis of Design: Subject to compliance with requirements, provide one of the following, or comparable products by another Manufacturer: 1. Steelcraft Door Products - Paladin Series.

2.03 LITE OPENINGS AND GLAZING A. Stops and Moldings: Provide stops and moldings around glazed lites where indicated. Form corners of stops and moldings with butted or mitered hairline joints at fabricator’s shop. Fixed and removable stops to allow multiple glazed lites each to be removed independently. Coordinate frame rabbet widths between fixed and removable stops with the type of glazing and installation indicated. B. Moldings for Glazed Lites in Doors and Loose Stops for Glazed Lites in Frames: Minimum 20 gauge thick, fabricated from same material as door face sheet in which they are installed. C. Fixed Frame Moldings: Formed integral with hollow metal frames, a minimum of 5/8 inch high unless otherwise indicated. Provide fixed frame moldings and stops on outside of exterior and on secure side of interior doors and frames. D. Preformed Metal Frames for Light Openings: Manufacturer's standard frame formed of 0.048- inch-thick, cold rolled steel sheet; with baked enamel or powder coated finish; and approved for use in doors of fire protection rating indicated. Match pre-finished door paint color where applicable.

2.04 FABRICATION A. Fabricate hollow metal work to be rigid and free of defects, warp, or buckle. Accurately form metal to required sizes and profiles, with minimum radius for thickness of metal. Where practical, fit and assemble units in manufacturer's plant. When shipping limitations so dictate, frames for large openings are to be fabricated in sections for splicing or splining in the field by others. B. Tolerances: Fabricate hollow metal work to tolerances indicated in ANSI/SDI A250.8. C. Hollow Metal Doors: 1. Glazed Lites: Factory cut openings in doors with applied trim or kits to fit. 2. Astragals: Provide overlapping astragals as noted in door hardware sets in Division 08 Section "Door Hardware" on one leaf of pairs of doors where required by NFPA 80 for fire-performance rating or where indicated. Extend minimum 3/4 inch beyond edge of door on which astragal is mounted. 3. Continuous Hinge Reinforcement: Provide welded continuous 12 gauge strap for continuous hinges specified in hardware sets in Division 08 Section "Door Hardware". D. Hollow Metal Frames: 1. Welded Frames: Frames shall have all joints mitered, continuous full welded and ground smooth. No putty or filler permitted at joints Weld flush face joints continuously; grind, fill, dress, and make smooth, flush, and invisible.

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a. Welded frames are to be provided with two steel spreaders temporarily attached to the bottom of both jambs to serve as a brace during shipping and handling. Spreader bars are for bracing only and are not to be used to size the frame opening. 2. High Frequency Hinge Reinforcement: Provide high frequency hinge reinforcements at door openings 48-inches and wider with mortise butt type hinges at top hinge locations. 3. Continuous Hinge Reinforcement: Provide welded continuous 12 gauge straps for continuous hinges specified in hardware sets in Division 08 Section "Door Hardware". 4. Provide countersunk, flat- or oval-head exposed screws and bolts for exposed fasteners unless otherwise indicated for removable stops, provide security screws at exterior locations. 5. Mortar Guards: Provide guard boxes at back of hardware mortises in frames at all hinges and strike preps regardless of grouting requirements. 6. Jamb Anchors: Provide number and spacing of anchors as follows: a. Masonry Type: Locate anchors not more than 18 inches from top and bottom of frame. Space anchors not more than 32 inches o.c. b. Stud Wall Type: Locate anchors not more than 18 inches from top and bottom of frame. Space anchors not more than 32 inches o.c. 7. Door Silencers: Except on weatherstripped or gasketed doors, drill stops to receive door silencers. Silencers to be supplied by frame manufacturer regardless if specified in Division 08 Section "Door Hardware". 8. Bituminous Coating: Where frames are fully grouted with an approved Portland Cement based grout or mortar, coat inside of frame throat with a water based bituminous or asphaltic emulsion coating to a minimum thickness of 3 mils DFT, tested in accordance with UL 10C and applied to the frame under a 3rd party independent follow-up service procedure. E. Hardware Preparation: Factory prepare hollow metal work to receive template mortised hardware; include cutouts, reinforcement, mortising, drilling, and tapping according to the Door Hardware Schedule and templates furnished as specified in Division 08 Section "Door Hardware." 1. Locate hardware as indicated, or if not indicated, according to ANSI/SDI A250.8. 2. Reinforce doors and frames to receive non-template, mortised and surface mounted door hardware. 3. Comply with applicable requirements in ANSI/SDI A250.6 and ANSI/DHI A115 Series specifications for preparation of hollow metal work for hardware. 4. Coordinate locations of conduit and wiring boxes for electrical connections with Division 26 Sections. 5. Coordinate reinforcing and preparation for hardware at doors with lites including lite frames. Requirements of Texas Accessibility Standards for maximum height above floor of the bottom of the vision lite may likely require door hardware to be mounted slightly lower than standard height in order to avoid conflict between hardware and door lite frames. Pay particular attention to exit device mounting.

2.05 FINISH A. Prime Finishes: Doors and frames to be cleaned, and chemically treated to insure maximum finish paint adhesion. Surfaces of the door and frame exposed to view to receive a factory applied coat of rust inhibiting shop primer. B. Doors and Frames for exterior openings shall be galvanized before primer is applied using a hot-dip coating of zinc. C. Shop Primer: Manufacturer's standard, fast-curing, lead and chromate free primer complying with ANSI/SDI A250.10 acceptance criteria; recommended by primer manufacturer for substrate; and compatible with substrate and field-applied coatings

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D. Field Painting: Refer to Division 09, Section “Painting”.

PART 3 - EXECUTION

3.01 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work. B. General Contractor to verify the accuracy of dimensions given to the steel door and frame manufacturer for existing openings or existing frames (strike height, hinge spacing, hinge back set, etc.). C. Check for coordination with electrical preparation, and other coordination items as identified in Part 1 of these specifications, and in the pre-installation conference. D. Proceed with installation only after unsatisfactory conditions have been corrected

3.02 PREPARATION A. Remove welded in shipping spreaders installed at factory. Restore exposed finish by grinding, filling, and dressing, as required to make repaired area smooth, flush, and invisible on exposed faces. B. Prior to installation, adjust and securely brace welded hollow metal frames for square, level, twist, and plumb condition. C. Tolerances shall comply with SDI-117 "Manufacturing Tolerances Standard Steel Doors and Frames." D. Drill and tap doors and frames to receive non-template, mortised, and surface-mounted door hardware.

3.03 INSTALLATION A. General: Install hollow metal work plumb, rigid, properly aligned, and securely fastened in place; comply with Drawings and manufacturer's written instructions. B. Anchor ceiling struts to construction above with fasteners to suit conditions. Brace frames as necessary until built into permanent construction. C. Exercise extreme care when installing door frames. All door frames which are installed out of plumb, distorted and not level or in a manner which does not permit proper installation of doors, must be removed and replaced with new frames in a manner satisfactory to the Architect. D. Clearances: 1. Non-Fire-Rated Standard Steel Doors: a. Jambs and Head: 1/8 inch plus or minus 1/16 inch. b. Between Edges of Pairs of Doors: 1/8 inch plus or minus 1/16 inch. c. Between Bottom of Door and Top of Threshold: Maximum 1/4 inch. d. Between Bottom of Door and Top of Finish Floor (No Threshold): Maximum 1/2 inch. 2. Fire-Rated Doors: Install doors with clearances according to NFPA 80. E. All exterior door frames, and doors installed in CMU wall openings shall be grouted solid. Close off openings to wall cavities as indicated in Drawings and as required. 1. Coat interior sides of frames to received grouting with a thin brush or spray coat of bituminous paint, to inhibit rusting and pitting.

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F. Sound Deadening: At all doors located in partitions calling for an STC-rating, coat interior sides of frames with 1/8” thick heavy coat of fibered asphalt emulsion and pack mineral fiber batt acoustical insulation continuously into frames. G. Field Glazing: Comply with installation requirements in Division 08 Section "Glazing" and with hollow metal manufacturer's written instructions.

3.04 ADJUSTING, CLEANING AND PROTECTION A. Final Adjustments: Check and readjust operating hardware items immediately before final inspection. Leave work in complete and proper operating condition. Remove and replace defective work, including hollow metal work that is warped, bowed, or otherwise unacceptable. 1. Refer to Division 01, “Substantial Completion Readiness Checklist” for additional list of final checks prior to requesting inspection. B. Remove grout and other bonding material from hollow metal work immediately after installation. C. Prime-Coat and Painted Finish Touchup: Immediately after erection, sand smooth rusted or damaged areas of prime coat, or painted finishes, and apply touchup of compatible air drying, rust-inhibitive primer, zinc rich primer (exterior and galvanized openings) or finish paint D. Protect metal doors and frames and their finishes from damage and detrimental soiling during the remainder of construction. 1. Repair and repaint hollow metal that is damaged or soiled, to eliminate evidence of damage, in a manner acceptable to Architect. Replace components that cannot be repaired. E. Clean doors and frames prior to inspection for substantial completion. Touch up paint finish as required. Clean with products that will not damage finishes.

END OF SECTION 08 11 13

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SECTION 08 33 23 - OVERHEAD COILING DOORS

PART 1 - GENERAL

1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.02 SUMMARY A. Section Includes: 1. Provide motorized and manual overhead coiling door assemblies including brackets, guides, tracks, hardware, operators, motors and installation accessories. Include power to specified motor operators. B. Related Sections include the following: 1. Division 04 Section - Unit Masonry Assemblies, for coordination with CMU structure. 2. Division 05 Section - Metal Fabrications, for miscellaneous steel frame and supports. 3. Division 08 Section - Door Hardware, for key cores.

1.04 QUALITY ASSURANCE A. Acceptable Manufacturers: Overhead Door (214) 233-6611 or equal by Dynaflair Corporation (813) 248-8100, Cornell Iron Works (717) 474-6773, Clopay (800) 225-6729, or Cookson Co. (415) 826-4422. 1. Single-Source Responsibility: Provide doors, tracks, and accessories from one manufacturer for each type of door. Provide secondary components from source acceptable to manufacturer of primary components. B. Manufacturer Qualifications: Company specializing in performing Work of this section with a minimum of five years experience in the fabrication and installation of security closures. C. Installer Qualifications: Installer Qualifications: Company specializing in performing Work of this section with minimum three years and approved by manufacturer D. Typical Design Criteria for exterior doors: 1. Wind Loading: Door installed and supported to withstand a wind loading condition of 20 lbs. per square foot with a maximum deflection of 1/120 of the opening width. 2. Cycle Life: Design doors of standard construction for normal use of up to 20 cycles per day, with minimum 50,000 cycle rated springs.

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3. Typical Insulated Door Slat Material Requirements: a. Flame Spread Index of 0 and a Smoke Developed Index of 10 as tested per ASTM E84. b. Minimum Installed System Sound Transmission Class (STC) rating of 21 as tested per ASTM E90. c. Minimum R-value of 7.5 (U-factor of 0.125) as calculated using the ASHRAE Handbook of Fundamentals. d. Insulation is CFC-free. 4. Air Leakage: Meets ASHRAE 90.1 & IECC 2012/2015 C402.4.3, Air leakage <1.00 cfm/ft 2.

1.05 SUBMITTALS A. Product Data: Submit manufacturer's product literature and color selectors. B. Shop drawings: Include detailed plans, elevations, details of framing members, anchoring methods, required clearances, hardware, and accessories. Include relationship with adjacent construction, based on the specific construction indicated in the Construction Documents for this project. C. Samples for Initial Selection: Complete set of color chips representing manufacturer’s full range of available colors. D. Samples for Verification: Samples on metal at least 6” long, representing actual color. E. Informational Submittals: 1. Manufacturer’s Certificates: Certify products meet or exceed specified requirements. F. Closeout Submittals: 1. Operation Manuals. 2. Maintenance schedule. 3. Warranty.

1.06 PRE-INSTALLATION CONFERENCE A. Pre-Installation Conference: Conduct conference in compliance with requirements in Division 01 with attendance by representatives of Supplier, Coiling Door Installer, Security System Installer, and Contractor to review proper methods and procedures for installing hollow metal doors and frames and to verify installation of electrical knockout boxes and conduit at frames with electrified or access control hardware. B. Store products in manufacturer's unopened packaging until ready for installation. C. Protect materials from exposure to moisture. Do not deliver until after wet work is complete and dry. D. Store materials in a dry, warm, ventilated weathertight location.

1.07 DELIVERY, STORAGE, AND HANDLING A. Store products in manufacturer's unopened packaging until ready for installation. B. Protect materials from exposure to moisture. Do not deliver until after wet work is complete and dry. C. Store materials in a dry, warm, ventilated weathertight location.

1.08 PROJECT CONDITIONS A. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits.

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B. Coordination: Coordinate Work with other operations and installation of adjacent materials to avoid damage to installed materials. Coordinate power and access control requirements and their rough-in locations with other trades.

1.09 WARRANTY A. Coiling Doors Warranty: Manufacturer’s limited door and operator system, except the counterbalance spring and finish, to be free from defects in materials and workmanship for 3 years or 20,000 cycles, whichever occurs first.

PART 2 - PRODUCTS

2.01 NOT USED

2.02 MATERIALS – NON STORM SHELTER COILING DOORS A. Exterior Coiling Doors: Equal to Overhead Door Corporation Model 625 Overhead Coiling Stormtite Insulated Service Doors, and as follows: 1. Curtain: Interlocking roll-formed slats as specified following. Endlocks shall be attached to each end of alternate slats to prevent lateral movement. a. Flat profile type F-265i. b. Aluminum Doors: Front slat fabricated of .040 aluminum; Back slat fabricated of .024 aluminum. 2. Slat cavity filled with CFC-free foamed-in-place, polyurethane insulation. a. R-Value: Minimum of R7.5. 3. Performance: a. Through Curtain Sound Rating: Sound Rating: STC-28 as per ASTM E 90. b. Air Infiltration: Meets ASHRAE 90.1 & IECC 2012/2015 C402.4.3 Air leakage <1.00 cfm/ft2. 4. Finishes (Refer to door schedule for material): a. Aluminum Doors: Slats and hood shall be aluminum finished as follows. 1) Finish: Clear Anodized. b. Non-galvanized exposed ferrous surfaces shall receive one coat of rust-inhibitive primer. 5. Weatherseals: a. Vinyl bottom seal, exterior guide and internal hood seals. b. Interior guide weatherseal. c. Lintel weatherseal. d. Air Infiltration Package, IECC 2012/2015 listed; product to meet C402.4.3 2012 Air leakage <1.00 cfm/ft2. 1) Air infiltration perimeter seal package includes: guide cover, guide cap, dual brush exterior guide seal, 4 inch finned lintel brush seal and vinyl bottom seal. 6. Bottom Bar: a. Aluminum Doors: Extruded aluminum angle minimum thickness 1/8 inch (3 mm) bolted back to back to reinforce curtain in the guides. 7. Guides: Three Structural steel angles a. Finish: Powder coat Zinc Finish for guides, bottom bar and head plate. 8. Brackets: a. Aluminum Doors: Stainless steel to support counterbalance, curtain and hood. 9. Counterbalance: Helical torsion spring type housed in a steel tube or pipe barrel, supporting the curtain with deflection limited to 0.03 inch per foot of span. Counterbalance is adjustable by means of an adjusting tension wheel. 10. Hood: Provide with internal hood baffle with weatherseal.

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a. Aluminum Doors: Aluminum hood with intermediate supports as required. 11. Operation: a. Manual Push-up. 12. Windload Design: a. Standard windload shall be 20 PSF, 90 mph windspeed. 13. Locking: a. Manual Door: Cylinder lock, keyed at exterior and thumb turn at interior, for manual door. Cylinder provided with door hardware, refer to Division 08, Section “Door Hardware”. 14. Wall Mounting Condition: a. Face-of-wall mounting.

PART 3 - EXECUTION

3.01 EXAMINATION A. Field measure openings prior to shop drawing submittal and fabrication. B. Verify opening sizes, tolerances and conditions are acceptable. C. Examine conditions of substrates, supports, and other conditions under which this work is to be performed. D. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding.

3.02 PREPARATION A. Clean surfaces thoroughly prior to installation. B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions.

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3.03 INSTALLATION A. Install in accordance with manufacturer's instructions. B. Coiling doors shall be mounted as indicated on drawings with guides braced in accordance with manufacturer's recommendations for installation. Door, when installed, shall fit flush, tight and level to horizontal construction with side jambs properly plumbed and supported to meet design criteria. Provide all accessory brackets and shims as may be necessary for a complete installation. C. Use anchorage devices to securely fasten assembly to wall construction and building framing without distortion or stress. D. Securely and rigidly brace components suspended from structure. Secure guides to structural members only. E. Fit and align assembly including hardware; level and plumb, to provide smooth operation. F. Coordinate installation of sealants and backing materials at frame perimeter as specified in Division 07, Section “Joint Sealants”. G. Install perimeter trim and closures.

3.04 ADJUSTING A. Completed door shall have all mechanisms properly adjusted and lubricated. Unit set tight to wall to properly close off opening. B. Test for proper operation and adjust as necessary to provide proper operation without binding or distortion. C. Adjust hardware and operating assemblies for smooth and quiet operation.

3.05 CLEANING AND PROTECTION A. Clean curtain and components using non-abrasive materials and methods recommended by manufacturer. B. Remove labels and visible markings. C. Protect installed products until completion of project. D. Touch-up, repair or replace damaged products before Substantial Completion.

END OF SECTION 08 33 23

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SECTION 08 71 00 - DOOR HARDWARE

PART 1 - GENERAL

1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.

1.02 SUMMARY A. Section Includes: Provide all items of finish hardware required to adequately trim, hang, and operate all doors, as is hereinafter specified and listed in the Hardware Schedule. 1. Provide hardware for doors and frames of unusual profile or shape or other special conditions. 2. Provide all necessary standard and special fasteners, screws, bolts, expansion shields or anchors to properly secure hardware to its intended door, frame, or other surface.

1.03 REFERENCES A. The following reference standards and model code documents shall be used in estimating and detailing door hardware, and shall considered as a standard of quality, function, and performance, as applicable: 1. I.B.C. International Building Code (current year adopted). 2. NFPA-80 Fire Doors & Windows (current year adopted). 3. NFPA-101 Life Safety Code (current year adopted). 4. NFPA-105 Smoke Control Door Assembly. (current year adopted) 5. ANSI-117.1 1992 Edition Providing Accessibility and Usability for Physically Handicapped People. 6. A.D.A.A.G Americans with Disabilities Act Accessibility Guidelines. 7. T.A.S. Texas Accessibility Standards.

1.04 ACTION SUBMITTALS A. General: Submit the following in accordance with Section 01 33 00. B. Product Data: Provide a catalog cut sheet, clearly marked and identified, illustrating and describing each product included in the Hardware Schedule. 1. Include construction and installation details, material descriptions, dimensions of individual components and profiles, and finishes. 2. Formulate catalog cut sheets into sets and include a set with each copy of the Hardware Schedule submitted. C. Door Hardware Schedule: Prepared by or under the supervision of Architectural Hardware Consultant, detailing fabrication and assembly of door hardware, as well as procedures and diagrams. Coordinate the final Door Hardware Schedule with doors, frames, and related work to ensure proper size, thickness, hand, function, and finish of door hardware. 1. Format: Comply with scheduling sequence and vertical format in DHI's "Sequence and Format for the Hardware Schedule." 2. Organization: Organize the Door Hardware Schedule into door hardware sets indicating complete designations of every item required for each door or opening. 3. Content: Include the following information: a. Type, style, function, size, label, hand, and finish of each door hardware item. b. Complete designations of every item required for each door or opening including name and manufacturer. c. Fastenings and other pertinent information.

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d. Location of each door hardware set, cross-referenced to Drawings, both on floor plans and in door and frame schedule. Use same scheduling sequence and format and use same door numbers and hardware set numbers as in the Contract Documents. e. Explanation of abbreviations, symbols, and codes contained in schedule. f. Mounting locations for door hardware. g. Door and frame sizes and materials. h. Description of each electrified door hardware function, including location, sequence of operation, and interface with other building control systems. 4. Submittal Sequence: Submit the final Door Hardware Schedule at earliest possible date, particularly where approval of the Door Hardware Schedule must precede fabrication of other Work that is critical in the Project construction schedule. Include Product Data, Samples, Shop Drawings of other work affected by door hardware, and other information essential to the coordinated review of the Door Hardware Schedule. D. Samples for Verification: If so requested by the Architect, provide a sample of any product or item requested, properly marked and tagged, for the opening for which it is intended. E. Keying: Provide a keying schedule, listing the levels of keying, (GGMK, GKD, MKD or KA) as well as an explanation of the key system’s function, the key symbols used and the numbers of the doors controlled. Provide in conjunction with the Door Index/Keying Schedule (which lists the door number, schedule heading, lock type and individual key symbol and remarks or special instructions) mentioned in above. Project shall be Masterkeyed and/or Grand Masterkeyed and provide two (2) keys per lockset or cylinder.

1.05 INFORMATIONAL SUBMITTALS A. Operation and Maintenance Data: For each type of door hardware to include in maintenance manuals. Provide latest, revised and updated schedule of finish hardware, complete with catalog cuts and keying schedule. In addition, furnish one (1) copy of maintenance and parts manuals for those items for which they are readily available and normally provided. 1. Submit in accordance with provisions of Section 01 78 23.

1.06 QUALITY ASSURANCE A. Substitutions: Request for substitutions for alternative hardware items will not be accepted on this Project unless specifically indicated. Specification indicates one (1) specified product, listed hereinafter in the Hardware Schedule, and two (2) acceptable alternative manufacturers for that product. If any specified product is listed as a “No Substitution” product, only that specified product shall be provided as indicated. B. Installer Qualifications: An experienced installer who has completed door hardware similar in material, design, and extent to that indicated for this Project and whose work has resulted in construction with a record of successful in-service performance. C. Supplier Qualifications: Door hardware supplier with warehousing facilities in Project's vicinity and who is or employs a qualified Architectural Hardware Consultant, available during the course of the Work to consult with Contractor, Architect, and Owner about door hardware and keying. 1. The hardware supplier shall be engaged regularly in the furnishing, delivery and servicing of contract builder's hardware and must be experienced and knowledgeable in all phases of estimating, detailing, scheduling, masterkeying, shipping and installation practices. 2. When electro-mechanical or electronic hardware is supplied, a qualified individual with a minimum five- (5) year’s experience shall be available for assistance. D. Architectural Hardware Consultant Qualifications: A person who is currently certified by the Door and Hardware Institute as an Architectural Hardware Consultant and who is experienced

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in providing consulting services for door hardware installations that are comparable in material, design, and extent to that indicated for this Project. E. Source Limitations: Obtain each type and variety of door hardware from a single manufacturer, unless otherwise indicated. F. Regulatory Requirements: Comply with provisions of the following: 1. Provide hardware that complies with Americans with Disabilities Act (ADA), "Accessibility Guidelines for Buildings and Facilities (ADAAG)," and ANSI A117.1. G. Fire-Rated Door Assemblies: Provide door hardware for assemblies complying with NFPA 80 that are listed and labeled by a testing and inspecting agency acceptable to authorities having jurisdiction, for fire ratings indicated, based on testing according to NFPA 252. H. Electrified Door Hardware: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. I. Keying Conference: Conduct conference at Project site to comply with requirements in Division 01 Section "Project Management and Coordination." Incorporate keying conference decisions into final keying schedule after reviewing door hardware keying system including, but not limited to, the following: 1. Function of building, flow of traffic, purpose of each area, degree of security required, and plans for future expansion. 2. Preliminary key system schematic diagram. 3. Requirements for key control system. 4. Address for delivery of keys. 5. Location of Key Cabinet.

1.07 DELIVERY, STORAGE, AND HANDLING A. Marking and Packaging: All items of hardware shall be delivered to the site in manufacturer’s original cartons or boxes. Each item of hardware shall be marked with the abbreviation set forth on the Shop Drawings to ensure that the product reaches its installation destination without needing specific hardware product number knowledge. B. Inventory door hardware on receipt and provide secure lock-up for door hardware delivered to Project site. C. Tag each item or package separately with identification related to the final Door Hardware Schedule, and include basic installation instructions with each item or package.

1.08 COORDINATION A. Templates: Obtain and distribute to the parties involved templates for doors, frames, and other work specified to be factory prepared for installing door hardware. Check Shop Drawings of other work to confirm that adequate provisions are made for locating and installing door hardware to comply with indicated requirements.

1.09 MAINTENANCE A. Maintenance Tools and Instructions: Furnish a complete set of specialized tools and maintenance instructions as needed for Owner's continued adjustment, maintenance, and removal and replacement of door hardware. B. Maintenance Service: If there are any products listed hereinafter that normally require a maintenance or service contract, provide the Owner and Architect with details and costs of standard maintenance or service contract.

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PART 2 - PRODUCTS

2.01 MANUFACTURERS A. Designations: Requirements for design, grade, function, finish, size, and other distinctive qualities of each type of door hardware are indicated in Part 3 "Hardware Schedule" Article. Products are identified by using door hardware designations, as follows: 1. Named Manufacturers' Products: Manufacturer and product designation are listed for each door hardware type required for the purpose of establishing minimum requirements. Manufacturers' names are abbreviated in Part 3 "Hardware Schedule" Article. B. Product manufacturers listed with an asterisk (*) denote the specified manufacturers listed in the Hardware Schedule. The remaining two (2) listed manufacturers will be acceptable substitutions. If only one manufacturer is listed this shall be considered a “No Substitution” specification as set forth in “Quality Assurance” Article, for that particular item.

2.02 MATERIALS A. Screws and Fasteners: Provide all screws and fasteners of the proper size and type to properly anchor or attach the item of hardware scheduled. Provide all fasteners with Phillips heads, unless security type screws (spanner-head or torx-head) are hereinafter specified. B. Hinges: Provide as follows: 1. On doors to exterior openings and main corridor doors, and other doors of high frequency use, provide a continuous, gear type hinge of appropriate weight. 2. Where regular ball bearing hinges are listed for other doors, provide one hinge for each 30- inch of door height. 3. The width of the hinges shall be sufficient to clear all trim that is mounted to the doorframe. 4. Acceptable Manufacturers: a. Ives* b. Stanley. c. Hager. C. Continuous Hinges: Continuous hinges shall consist of three (3)-interlocking extrusions in a pinless assembly applied to the full height of the door. All continuous geared hinges shall be manufactured to template screw locations and be non-handed. All mortise hinges and half mortise hinges shall cover and wrap the door edge completely. Doorframe heads shall be extended for clearance on full or half mortise hinges versus downsizing doors for ease of repair and replacement. All frames shall be properly reinforced per manufacturer's standards. 1. Standard warranty shall be for the life of opening. 2. Acceptable Manufacturers: a. Ives* b. Select. c. Pemko. D. Locks: All locks shall incorporate a six pin tumbler system and be keyed to a existing GRANDMASTER SYSTEM as not to breach security of system in place. Keying system must be guaranteed of no duplication of existing change keys, master keys or grandmaster keys located in this Project. All keying shall be coordinated with Owner. Locks shall be Grade 1 mortise and/or cylindrical as hereinafter listed in the Hardware Schedule. 1. Acceptable Manufacturers: a. Schlage* (Basis of Design) E. Lock Trim: Cylindrical/mortise locks are to be furnished with lever handle trim, as is hereinafter listed in the Hardware Schedule.

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F. Flush Bolts: Manual flush bolts to have 12-inch rods for doors 7’-6”. Doors over 7’-6” high shall have bolts with top rods of 18 inch or 24 inch to allow ease of access to bolt lever. Furnish dust proof strikes for all bottom bolts. 1. Acceptable Manufacturers: a. Ives* b. Trimco. c. Rockwood. G. Exit Devices: Exit Devices shall be rim, mortise or vertical rod type as called for in the Hardware Schedule. Devices shall be of the touch-pad type as is hereinafter specified in the Hardware Schedule. Exit devices shall be constructed to allow cylinder to be removed and rekeyed without removing the device from the door either by removable core cylinders or construction of exit device. Exit devices shall be constructed to allow the conversion from one function to another simply within lock stile case and selecting proper outside trim as specified hereinafter in the Hardware Schedule. Devices shall be furnished with outside trim lever handles matching locks. 1. Acceptable Manufacturers: a. Von Duprin* (Basis of Design) H. Door Closers: Door closers shall be of cast iron and rectangular design, furnished with a full cover. Provide complete with backcheck, delayed action and hold-open as indicated. Closers shall be mounted out of the line of sight wherever possible (i.e., room side of corridor doors, etc.) with parallel arm mounting on out-swinging doors. Mount closers to jamb or on brackets and/or drop plates, where special conditions require. 1. Acceptable Manufacturers: a. LCN* (Basis of Design) I. Push Plates: Push plates are to be .050 brass, bronze or stainless steel with four (4) beveled edges, drilled and countersunk for screws, as is hereinafter specified in the Hardware Schedule. 1. Acceptable Manufacturers: a. Ives* b. Trimco. c. Hager. J. Door Pulls: Door pulls shall be ADA compliant with a 2 1/2 inch projection from back of pull to face of door. All door pulls shall be thru-bolted or back-to-back mounted. 1. Acceptable Manufacturers: a. Ives* b. Rockwood. c. Frascio. K. Protective Plates: Protective plates shall be mop (6”), kick (10”) or armor (34”) and shall be minimum .050 thick brass, bronze, or stainless steel, with three (3) beveled edges, drilled and countersunk for screws. Plates shall be mounted to avoid louvers and/or glass kits. 1. Acceptable Manufacturers: a. Ives* b. Trimco. c. Hager. L. Door Stops and Holders: Where a door strikes a wall at approximately 90 degrees, a suitable door stop shall be provided, either a wall bumper or floor stop. Where doors are undercut, provide floor stops with adequate height to properly stop the door. If door would not otherwise strike a wall, an overhead stop shall be provided. In-wall blocking for wall bumpers at stud walls shall be provided in accordance with Section 06 10 53. Provide reinforcing in frame and door for overhead stops. 1. Acceptable Manufacturers:

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a. Ives* b. Hager. c. Glynn-Johnson. M. Thresholds and Weatherstrip: Weatherstripping to have aluminum housing, specified insert, and elongated mounting holes. Door sweeps shall be surface mounted, of aluminum/stainless steel housing with specified insert. Overhead drip caps to be of aluminum, have a 2 1/2-inch projection and be 4 inches wider than the door opening. Thresholds shall be of saddle type with no more than 1/2 inch rise. Weatherstripping and smoke seals shall be surface-mounted on doorstop and have 1/4" adjustment slots. 1. Acceptable Manufacturers: a. Zero* b. Hager. c. NGP. N. Smoke Gasket: Smoke gasket shall comply with door and frame manufacturers for positive pressure tests for fire and smoke. (UBC 7-2, Parts 1 & 2/UL10C). 1. Acceptable Manufacturers: a. Zero* b. Reese. c. Pemko.

2.03 FINISHES A. Hardware finishes shall match and be maintained to BHMA symbols, as indicated in the Hardware Schedule. Strict adherence to base metals and finish is required. B. Provide Anti-Microbial finish for all lever sets, electronic lever sets, exit device trim and door push/pulls. C. Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping.

2.04 KEYING A. Keying of locks and cylinders throughout project shall be scheduled through a key meeting with Architect, Owner, and hardware supplier. Key schedule shall be prepared and submitted to the Owner for approval. Copies of final key schedule with the bitting instructions shall be submitted as part of the Project Record Documents.

2.05 KEY CONTROL A. Provide key cabinet(s) manufactured by of sufficient capacity to handle all keys, plus 50 percent expansion. Provide key control cross-reference chart and accountability (sign-out) tags. 1. Acceptable Manufacturers: a. Telkee* b. Lund. c. Key Control Systems.

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PART 3 - EXECUTION

3.01 EXAMINATION A. Examine doors and frames, with Installer present, for compliance with requirements for installation tolerances, labeled fire door assembly construction, wall and floor construction, and other conditions affecting performance. B. Examine roughing-in for electrical power systems to verify actual locations of wiring connections before electrified door hardware installation. C. Proceed with installation only after unsatisfactory conditions have been corrected.

3.02 PREPARATION A. Steel Doors and Frames: Comply with DHI A115 series. 1. Surface-Applied Door Hardware: Drill and tap doors and frames according to SDI 107 or ANSI A250.6, whichever is more stringent. B. Wood Doors: Comply with DHI A115-W series.

3.03 INSTALLATION A. Installation shall be by a qualified installer with a minimum five (5) year’s experience in the installation of commercial grade hardware. Manufacturer’s instructions shall dictate templating and installation. B. Mounting Heights: Mount door hardware units at heights indicated in following applicable publications, unless specifically indicated or required to comply with governing regulations: 1. Standard Steel Doors and Frames: DHI's "Recommended Locations for Architectural Hardware for Standard Steel Doors and Frames." 2. Wood Doors: DHI WDHS.3, "Recommended Locations for Architectural Hardware for Wood Flush Doors.” C. Install each door hardware item to comply with manufacturer's written instructions. Where cutting and fitting are required to install door hardware onto or into surfaces that are later to be painted or finished in another way, coordinate removal, storage, and reinstallation of surface protective trim units with finishing work specified in Division 09 Sections. Do not install surface-mounted items until finishes have been completed on substrates involved. 1. Set units level, plumb, and true to line and location. Adjust and reinforce attachment substrates as necessary for proper installation and operation. 2. Drill and countersink units that are not factory prepared for anchorage fasteners. Space fasteners and anchors according to industry standards. D. Key Control System: Place keys on markers and hooks in key control system cabinet, as determined by final keying schedule. E. Boxed Power Supplies: Locate power supplies as indicated or, if not indicated, above accessible ceilings. Verify location with Architect prior to installation. F. Thresholds: Set thresholds for exterior and acoustical doors in full bed of sealant complying with requirements specified in Division 07 Section "Joint Sealants.”

3.04 FIELD QUALITY CONTROL A. Perform final inspection with hardware installer and hardware supplier present to ensure correct installation and operation, and check for any damaged or defective items. Observe and inspect that all hardware has been installed to its correct destination in proper working order.

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B. Independent Architectural Hardware Consultant: Owner reserves the right to engage a qualified independent Architectural Hardware Consultant to perform a separate independent inspection and to prepare an inspection report.

3.05 ADJUSTING A. Initial Adjustment: Adjust and check each operating item of door hardware and each door to ensure proper operation or function of every unit. Replace units that cannot be adjusted to operate as intended. 1. Adjust door control devices to compensate for final operation of heating and ventilating equipment and to comply with referenced accessibility requirements. 2. Electric Strikes: Adjust horizontal and vertical alignment of keeper to properly engage lock bolt. 3. Door Closers: Adjust sweep period so that, from an open position of 70 degrees, the door will take at least 3 seconds to move to a point 3 inches (75 mm) from the latch, measured to the leading edge of the door. B. At completion of the installation and prior to Substantial Completion, make final adjustments to door closures and other items of hardware. Leave all hardware clean and fully operable. Should any item be found to be defective, it shall be repaired or replaced as directed. C. Occupancy Adjustment: Approximately three months after date of Substantial Completion, Installer's Architectural Hardware Consultant shall examine and readjust, including adjusting operating forces, each item of door hardware as necessary to ensure function of doors, door hardware, and electrified door hardware.

3.06 CLEANING AND PROTECTION A. Clean adjacent surfaces soiled by door hardware installation. B. Clean operating items as necessary to restore proper function and finish. C. Provide final protection and maintain conditions that ensure door hardware is without damage or deterioration at time of Substantial Completion.

3.07 DEMONSTRATION A. Engage a factory-authorized service representative to train Owner's maintenance personnel to adjust, operate, and maintain door hardware and door hardware finishes. Refer to Division 01 Section "Demonstration and Training.”

3.08 HARDWARE SCHEDULE A. Provide hardware for each door to comply with requirements of this section. Include the cost for hardware set 715 for any doors that have not been assigned hardware sets.

SPEXTRA: 452891

HARDWARE GROUP NO. 001 – DOOR 123

EACH TO HAVE: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 1 EA PRIMUS CORE 20-740 626 SCH -MATCH EXISTING CORE TYPE. -MATCH EXITING KEY SYSTEM. 1 EA MORTISE CYLINDER TYPE AS REQ W/CONST. CORE 626 SCH -MATCH EXISTING CORE TYPE. -MATCH EXITING KEY SYSTEM.

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BALANCE OF HARDWARE BY DOOR MANUFACTURER

-COORDINATE HARDWARE WITH DOOR MFR.

HARDWARE GROUP NO. 002 – DOORS 124C, 124D, 124E, 124F, 124G, & 124H

EACH TO HAVE: QTY DESCRIPTION CATALOG NUMBER FINISH MFR BALANCE OF HARDWARE BY DOOR MANUFACTURER

-COORDINATE HARDWARE WITH DOOR MFR.

HARDWARE GROUP NO. 201 – DOOR 127

EACH TO HAVE: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HINGE 5BB1 4.5 X 4.5 652 IVE 1 EA STOREROOM LOCK ND80TD SPA 626 SCH -MATCH EXISTING CORE TYPE. -MATCH EXITING KEY SYSTEM. 1 EA PRIMUS CORE 20-740 626 SCH -MATCH EXISTING CORE TYPE. -MATCH EXITING KEY SYSTEM. 1 EA SURFACE CLOSER 4040XP RW/PA X MTG BRKT, SPCR & 689 LCN PLATE AS REQ 1 EA PROTECTION PLATE 8400 10" X 2" LDW B-CS 630 IVE 1 EA WALL STOP WS406/407CCV 630 IVE 1 EA GASKETING 188S H & J (USE SILENCERS @ NON- BK ZER RATED DOORS)

HARDWARE GROUP NO. 301 – DOORS 112, 116, 119A & 120

EACH TO HAVE: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HINGE 5BB1 4.5 X 4.5 652 IVE 1 EA PRIVACY LOCK ND40S SPA 626 SCH -MATCH EXISTING CORE TYPE. -MATCH EXITING KEY SYSTEM. 1 EA SURFACE CLOSER 4040XP RW/PA X MTG BRKT, SPCR & 689 LCN PLATE AS REQ 1 EA PROTECTION PLATE 8400 10" X 2" LDW B-CS 630 IVE 1 EA WALL STOP WS406/407CCV 630 IVE 1 EA GASKETING 188S H & J (USE SILENCERS @ NON- BK ZER RATED DOORS)

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HARDWARE GROUP NO. 301C – DOOR 103

EACH TO HAVE: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HINGE 5BB1 4.5 X 4.5 652 IVE 1 EA PRIVACY LOCK ND40S SPA 626 SCH -MATCH EXISTING CORE TYPE. -MATCH EXITING KEY SYSTEM. 1 EA SURFACE CLOSER 4040XP SCUSH X MTG BRKT, SPCR & 689 LCN PLATE AS REQ 1 EA PROTECTION PLATE 8400 10" X 2" LDW B-CS 630 IVE 1 EA GASKETING 188S H & J (USE SILENCERS @ NON- BK ZER RATED DOORS)

HARDWARE GROUP NO. 401 – DOOR 129A

EACH TO HAVE: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HINGE 5BB1 4.5 X 4.5 652 IVE 1 EA PASSAGE SET ND10S SPA 626 SCH 1 EA SURFACE CLOSER 4040XP RW/PA X MTG BRKT, SPCR & 689 LCN PLATE AS REQ 1 EA PROTECTION PLATE 8400 10" X 2" LDW B-CS 630 IVE 1 EA WALL STOP WS406/407CCV 630 IVE 1 EA GASKETING 188S H & J (USE SILENCERS @ NON- BK ZER RATED DOORS)

HARDWARE GROUP NO. 401G – DOORS 114, 118 & 122

EACH TO HAVE: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HINGE 5BB1 4.5 X 4.5 652 IVE 1 EA PASSAGE SET ND10S SPA 626 SCH 1 EA SURFACE CLOSER 4040XP RW/PA X MTG BRKT, SPCR & 689 LCN PLATE AS REQ 1 EA PROTECTION PLATE 8400 10" X 2" LDW B-CS 630 IVE 1 EA WALL STOP WS406/407CCV 630 IVE 1 EA DOOR BOTTOM 360AA LENGTH AS REQ AA ZER 1 EA THRESHOLD 164A LENGTH AS REQ A ZER -OMIT @ NON-CARPETED LOCATIONS 2 EA GASKETING 188S H & J BK ZER -PROVIDE DOUBLE ROW

HARDWARE GROUP NO. 407 – DOOR 113

EACH TO HAVE:

CITY OF MESQUITE FIRE STATION NO. 4 08 71 00 - 10 JANUARY 9, 2019; (Addendum #1, FEBRUARY 14, 2019) DOOR HARDWARE

QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HINGE 5BB1 4.5 X 4.5 652 IVE 1 EA PASSAGE SET ND10S SPA 626 SCH 1 EA OH STOP 900S SERIES X SIZE & MOUNTING AS 630 GLY REQ 1 EA SURFACE CLOSER 4040XP RW/PA X MTG BRKT, SPCR & 689 LCN PLATE AS REQ 1 EA PROTECTION PLATE 8400 10" X 2" LDW B-CS 630 IVE 1 EA GASKETING 188S H & J (USE SILENCERS @ NON- BK ZER RATED DOORS)

HARDWARE GROUP NO. 485ISW – NOT USED

HARDWARE GROUP NO. 485W – DOORS 131 & 115

EACH TO HAVE: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HINGE 5BB1HW 5 X 4.5 NRP 630 IVE 1 EA PASSAGE SET ND10S SPA 626 SCH 1 EA SURFACE CLOSER 4040XP SCUSH X MTG BRKT, SPCR & 689 LCN PLATE AS REQ 1 EA PROTECTION PLATE 8400 10" X 2" LDW B-CS 630 IVE 1 EA GASKETING 328AA H & J AA ZER 1 EA DOOR SWEEP 8198AA LENGTH AS REQ AA ZER 1 EA THRESHOLD 65A LENGTH AS REQ A ZER

HARDWARE GROUP NO. 501 – DOOR 110

EACH TO HAVE: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HINGE 5BB1 4.5 X 4.5 652 IVE 1 EA CLASSROOM LOCK ND70TD SPA 626 SCH -MATCH EXISTING CORE TYPE. -MATCH EXITING KEY SYSTEM. 1 EA PRIMUS CORE 20-740 626 SCH -MATCH EXISTING CORE TYPE. -MATCH EXITING KEY SYSTEM. 1 EA SURFACE CLOSER 4040XP RW/PA X MTG BRKT, SPCR & 689 LCN PLATE AS REQ 1 EA PROTECTION PLATE 8400 10" X 2" LDW B-CS 630 IVE 1 EA WALL STOP WS406/407CCV 630 IVE 1 EA GASKETING 188S H & J (USE SILENCERS @ NON- BK ZER RATED DOORS)

HARDWARE GROUP NO. 501C – DOOR 113A

EACH TO HAVE: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HINGE 5BB1 4.5 X 4.5 652 IVE

CITY OF MESQUITE FIRE STATION NO. 4 08 71 00 - 11 JANUARY 9, 2019; (Addendum #1, FEBRUARY 14, 2019) DOOR HARDWARE

1 EA CLASSROOM LOCK ND70TD SPA 626 SCH -MATCH EXISTING CORE TYPE. -MATCH EXITING KEY SYSTEM. 1 EA PRIMUS CORE 20-740 626 SCH -MATCH EXISTING CORE TYPE. -MATCH EXITING KEY SYSTEM. 1 EA SURFACE CLOSER 4040XP SCUSH X MTG BRKT, SPCR & 689 LCN PLATE AS REQ 1 EA PROTECTION PLATE 8400 10" X 2" LDW B-CS 630 IVE 1 EA GASKETING 188S H & J (USE SILENCERS @ NON- BK ZER RATED DOORS)

HARDWARE GROUP NO. 501G – DOORS 119 & 121

EACH TO HAVE: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HINGE 5BB1 4.5 X 4.5 652 IVE 1 EA CLASSROOM LOCK ND70TD SPA 626 SCH -MATCH EXISTING CORE TYPE. -MATCH EXITING KEY SYSTEM. 1 EA PRIMUS CORE 20-740 626 SCH -MATCH EXISTING CORE TYPE. -MATCH EXITING KEY SYSTEM. 1 EA SURFACE CLOSER 4040XP RW/PA X MTG BRKT, SPCR & 689 LCN PLATE AS REQ 1 EA PROTECTION PLATE 8400 10" X 2" LDW B-CS 630 IVE 1 EA WALL STOP WS406/407CCV 630 IVE 1 EA DOOR BOTTOM 360AA LENGTH AS REQ AA ZER 1 EA THRESHOLD 164A LENGTH AS REQ A ZER -OMIT @ NON-CARPETED LOCATIONS 2 EA GASKETING 188S H & J BK ZER -PROVIDE DOUBLE ROW

CITY OF MESQUITE FIRE STATION NO. 4 08 71 00 - 12 JANUARY 9, 2019; (Addendum #1, FEBRUARY 14, 2019) DOOR HARDWARE

HARDWARE GROUP NO. 503 – DOOR 107 EACH TO HAVE: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HINGE 5BB1 4.5 X 4.5 652 IVE 1 EA CLASSROOM LOCK ND70TD SPA 626 SCH -MATCH EXISTING CORE TYPE. -MATCH EXITING KEY SYSTEM. 1 EA PRIMUS CORE 20-740 626 SCH -MATCH EXISTING CORE TYPE. -MATCH EXITING KEY SYSTEM. 1 EA WALL STOP WS406/407CCV 630 IVE 1 EA GASKETING 188S H & J (USE SILENCERS @ NON- BK ZER RATED DOORS)

HARDWARE GROUP NO. 503S – DOORS 106A, 106B & 106C

HARDWARE GROUP NO. 507 – DOOR 109

EACH TO HAVE: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HINGE 5BB1 4.5 X 4.5 652 IVE 1 EA CLASSROOM LOCK ND70TD SPA 626 SCH -MATCH EXISTING CORE TYPE. -MATCH EXITING KEY SYSTEM. 1 EA PRIMUS CORE 20-740 626 SCH -MATCH EXISTING CORE TYPE. -MATCH EXITING KEY SYSTEM. 1 EA OH STOP 900S SERIES X SIZE & MOUNTING AS 630 GLY REQ 1 EA SURFACE CLOSER 4040XP RW/PA X MTG BRKT, SPCR & 689 LCN PLATE AS REQ 1 EA PROTECTION PLATE 8400 10" X 2" LDW B-CS 630 IVE 1 EA GASKETING 188S H & J (USE SILENCERS @ NON- BK ZER RATED DOORS)

HARDWARE GROUP NO. 585IW – DOOR 128

EACH TO HAVE: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HINGE 5BB1HW 5 X 4.5 652 IVE

CITY OF MESQUITE FIRE STATION NO. 4 08 71 00 - 13 JANUARY 9, 2019; (Addendum #1, FEBRUARY 14, 2019) DOOR HARDWARE

1 EA CLASSROOM LOCK ND70TD SPA 626 SCH -MATCH EXISTING CORE TYPE. -MATCH EXITING KEY SYSTEM. 1 EA PRIMUS CORE 20-740 626 SCH -MATCH EXISTING CORE TYPE. -MATCH EXITING KEY SYSTEM. 1 EA SURFACE CLOSER 4040XP RW/PA X MTG BRKT, SPCR & 689 LCN PLATE AS REQ 1 EA PROTECTION PLATE 8400 10" X 2" LDW B-CS 630 IVE 1 EA WALL STOP WS406/407CCV 630 IVE 1 EA GASKETING 328AA H & J AA ZER 1 EA DOOR SWEEP 8198AA LENGTH AS REQ AA ZER 1 EA THRESHOLD 655A WIDTH X LENGTH AS REQ A ZER

HARDWARE GROUP NO. 701C – DOOR 126

EACH TO HAVE: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HINGE 5BB1HW 4.5 X 4.5 652 IVE 1 EA PANIC HARDWARE 99-L-17 LENGTH AS REQ 626 VON 1 EA PRIMUS CORE 20-740 626 SCH -MATCH EXISTING CORE TYPE. -MATCH EXITING KEY SYSTEM. 1 EA RIM CYLINDER TYPE AS REQ W/CONST. CORE 626 SCH -MATCH EXISTING CORE TYPE. -MATCH EXITING KEY SYSTEM. 1 EA SURFACE CLOSER 4040XP SCUSH X MTG BRKT, SPCR & 689 LCN PLATE AS REQ 1 EA PROTECTION PLATE 8400 10" X 2" LDW B-CS 630 IVE 1 EA GASKETING 188S H & J (USE SILENCERS @ NON- BK ZER RATED DOORS)

HARDWARE GROUP NO. 701CH – DOOR 111 EACH TO HAVE: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HINGE 5BB1HW 4.5 X 4.5 652 IVE 1 EA PANIC HARDWARE 99-L-17 LENGTH AS REQ 626 VON 1 EA PRIMUS CORE 20-740 626 SCH -MATCH EXISTING CORE TYPE. -MATCH EXITING KEY SYSTEM. 1 EA RIM CYLINDER TYPE AS REQ W/CONST. CORE 626 SCH -MATCH EXISTING CORE TYPE. -MATCH EXITING KEY SYSTEM. 1 EA SURFACE CLOSER 4040XP SHCUSH X MTG BRKT, SPCR & 689 LCN PLATE AS REQ 1 EA PROTECTION PLATE 8400 10" X 2" LDW B-CS 630 IVE 1 EA GASKETING 188S H & J (USE SILENCERS @ NON- BK ZER RATED DOORS)

HARDWARE GROUP NO. 705RW – DOORS 124A & 124B

CITY OF MESQUITE FIRE STATION NO. 4 08 71 00 - 14 JANUARY 9, 2019; (Addendum #1, FEBRUARY 14, 2019) DOOR HARDWARE

EACH TO HAVE: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HINGE 5BB1HW 5 X 4.5 NRP 630 IVE 1 EA FIRE EXIT HARDWARE 99-L-F-17 LENGTH AS REQ 626 VON 1 EA PRIMUS CORE 20-740 626 SCH -MATCH EXISTING CORE TYPE. -MATCH EXITING KEY SYSTEM. 1 EA RIM CYLINDER TYPE AS REQ W/CONST. CORE 626 SCH -MATCH EXISTING CORE TYPE. -MATCH EXITING KEY SYSTEM. 1 EA SURFACE CLOSER 4040XP SCUSH X MTG BRKT, SPCR & 689 LCN PLATE AS REQ 1 EA PROTECTION PLATE 8400 10" X 2" LDW B-CS 630 IVE 1 EA RAIN DRIP 142A DW + 4" AA ZER -OMIT @ COVERED LOCATIONS 1 EA GASKETING 328AA H & J AA ZER 1 EA DOOR SWEEP 8198AA LENGTH AS REQ AA ZER 1 EA THRESHOLD 65A LENGTH AS REQ A ZER

HARDWARE GROUP NO. 715 – DOOR 133 EACH TO HAVE: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HINGE 5BB1HW 4.5 X 4.5 NRP 630 IVE 1 EA PANIC HARDWARE 99-NL LENGTH AS REQ 626 VON 1 EA PRIMUS CORE 20-740 626 SCH -MATCH EXISTING CORE TYPE. -MATCH EXITING KEY SYSTEM. 1 EA RIM CYLINDER TYPE AS REQ W/CONST. CORE 626 SCH -MATCH EXISTING CORE TYPE. -MATCH EXITING KEY SYSTEM. 1 EA SURFACE CLOSER 4040XP SCUSH X MTG BRKT, SPCR & 689 LCN PLATE AS REQ 1 EA PROTECTION PLATE 8400 10" X 2" LDW B-CS 630 IVE 1 EA RAIN DRIP 142A DW + 4" AA ZER -OMIT @ COVERED LOCATIONS 1 EA GASKETING 328AA H & J AA ZER 1 EA DOOR SWEEP 8198AA LENGTH AS REQ AA ZER 1 EA THRESHOLD 65A LENGTH AS REQ A ZER

HARDWARE GROUP NO. 735 – DOOR 125

EACH TO HAVE: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HINGE 5BB1HW 4.5 X 4.5 NRP 630 IVE 1 EA PANIC HARDWARE 99-L-BE-17 LENGTH AS REQ 626 VON 1 EA SURFACE CLOSER 4040XP SCUSH X MTG BRKT, SPCR & 689 LCN PLATE AS REQ 1 EA PROTECTION PLATE 8400 10" X 2" LDW B-CS 630 IVE 1 EA RAIN DRIP 142A DW + 4" AA ZER -OMIT @ COVERED LOCATIONS 1 EA GASKETING 328AA H & J AA ZER 1 EA DOOR SWEEP 8198AA LENGTH AS REQ AA ZER 1 EA THRESHOLD 65A LENGTH AS REQ A ZER

CITY OF MESQUITE FIRE STATION NO. 4 08 71 00 - 15 JANUARY 9, 2019; (Addendum #1, FEBRUARY 14, 2019) DOOR HARDWARE

HARDWARE GROUP NO. 774AH – DOOR 126A EACH TO HAVE: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 2 EA CONT. HINGE 112XY HEIGHT AS REQ 628 IVE 1 EA PANIC HARDWARE CD-3347A-EO LENGTH & HEIGHT AS 626 VON REQ 1 EA PANIC HARDWARE CD-3347A-NL-OP LENGTH & HEIGHT AS 626 VON REQ 3 EA PRIMUS CORE 20-740 626 SCH -MATCH EXISTING CORE TYPE. -MATCH EXITING KEY SYSTEM. 2 EA MORTISE CYLINDER TYPE AS REQ W/CONST. CORE 626 SCH -MATCH EXISTING CORE TYPE. -MATCH EXITING KEY SYSTEM. 1 EA RIM CYLINDER TYPE AS REQ W/CONST. CORE 626 SCH -MATCH EXISTING CORE TYPE. -MATCH EXITING KEY SYSTEM. 2 EA 90 DEG OFFSET PULL 8190-O 10" 630 IVE 2 EA SURFACE CLOSER 4040XP SHCUSH X MTG BRKT, SPCR & 689 LCN PLATE AS REQ 1 SET SEAL PERIMETER SEAL BY FRAME MANUFACTURER 1 SET ASTRAGAL MEETING STILE SEAL BY DOOR MANUFACTURER 2 EA DOOR SWEEP 8198AA LENGTH AS REQ AA ZER 1 EA THRESHOLD 65A LENGTH AS REQ A ZER

HARDWARE GROUP NO. 775A – DOORS 101 & 110A

EACH TO HAVE: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 1 EA CONT. HINGE 112XY HEIGHT AS REQ 628 IVE 1 EA PANIC HARDWARE CD-33A-NL-OP LENGTH AS REQ 626 VON 2 EA PRIMUS CORE 20-740 626 SCH -MATCH EXISTING CORE TYPE. -MATCH EXITING KEY SYSTEM. 1 EA MORTISE CYLINDER TYPE AS REQ W/CONST. CORE 626 SCH -MATCH EXISTING CORE TYPE. -MATCH EXITING KEY SYSTEM. 1 EA RIM CYLINDER TYPE AS REQ W/CONST. CORE 626 SCH -MATCH EXISTING CORE TYPE. -MATCH EXITING KEY SYSTEM. 1 EA SURFACE CLOSER 4040XP SCUSH X MTG BRKT, SPCR & 689 LCN PLATE AS REQ 1 SET SEAL PERIMETER SEAL BY FRAME MANUFACTURER 1 EA DOOR SWEEP 8198AA LENGTH AS REQ AA ZER 1 EA THRESHOLD 65A LENGTH AS REQ A ZER

HARDWARE GROUP NO. 801PV – DOORS 108 & 117

EACH TO HAVE: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HINGE 5BB1HW 4.5 X 4.5 652 IVE 1 EA DUMMY PUSH BAR 330 LENGTH AS REQ 626 VON 1 EA TRIM 990-DT 626 VON

CITY OF MESQUITE FIRE STATION NO. 4 08 71 00 - 16 JANUARY 9, 2019; (Addendum #1, FEBRUARY 14, 2019) DOOR HARDWARE

1 EA SURFACE CLOSER 4040XP SCUSH X MTG BRKT, SPCR & 689 LCN PLATE AS REQ 1 EA PROTECTION PLATE 8400 34" X 2" LDW B-CS 630 IVE 3 EA SILENCER SR64 GRY IVE

HARDWARE GROUP NO. C201 – DOOR 102

EACH TO HAVE: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 2 EA HINGE 5BB1 4.5 X 4.5 652 IVE 1 EA ELECTRIC HINGE 5BB1 4.5 X 4.5 CON TW8 652 IVE 1 EA STOREROOM LOCK ND80TDEU SPA CON (FAIL SECURE) 626 SCH -MATCH EXISTING CORE TYPE. -MATCH EXITING KEY SYSTEM. 1 EA PRIMUS CORE 20-740 626 SCH -MATCH EXISTING CORE TYPE. -MATCH EXITING KEY SYSTEM. 1 EA SURFACE CLOSER 4040XP RW/PA X MTG BRKT, SPCR & 689 LCN PLATE AS REQ 1 EA PROTECTION PLATE 8400 10" X 2" LDW B-CS 630 IVE 1 EA WALL STOP WS406/407CCV 630 IVE 1 EA GASKETING 188S H & J (USE SILENCERS @ NON- BK ZER RATED DOORS) 1 EA HARNESS (IN DOOR) ALLEGION CONNECT TYPE & LENGTH SCH AS REQ 1 EA HARNESS (TO POWER CON-6P (CONNECTION LEADS) SCH SUPPLY) 1 EA CREDENTIAL READER CREDENTIAL READER BY ANOTHER SECTION 1 EA DOOR CONTACT 679-05 TYPE AS REQ WHT SCE 1 EA POWER SUPPLY POWER SUPPLY FOR CREDENTIAL READER BY ANOTHER SECTION 1 EA POWER SUPPLY PS902 LGR SCE -COORDINATE POWER SUPPLIES WITH SECURITY PRIOR TO SUBMITTAL. -OMIT WHERE PROVIDED BY SECURITY.

-INGRESS BY THE CARD READER OR KEY OVERRIDE. -EGRESS BY THE LEVER.

HARDWARE GROUP NO. C701 – DOOR 104

EACH TO HAVE: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 2 EA HINGE 5BB1HW 4.5 X 4.5 652 IVE 1 EA ELECTRIC HINGE 5BB1HW 4.5 X 4.5 CON TW8 652 IVE 1 EA ELEC PANIC RX-99-L-E996-17-FSE-CON (FAIL 626 VON HARDWARE SECURE) LENGTH AS REQ 1 EA PRIMUS CORE 20-740 626 SCH -MATCH EXISTING CORE TYPE. -MATCH EXITING KEY SYSTEM.

CITY OF MESQUITE FIRE STATION NO. 4 08 71 00 - 17 JANUARY 9, 2019; (Addendum #1, FEBRUARY 14, 2019) DOOR HARDWARE

1 EA RIM CYLINDER TYPE AS REQ W/CONST. CORE 626 SCH -MATCH EXISTING CORE TYPE. -MATCH EXITING KEY SYSTEM. 1 EA SURFACE CLOSER 4040XP RW/PA X MTG BRKT, SPCR & 689 LCN PLATE AS REQ 1 EA PROTECTION PLATE 8400 10" X 2" LDW B-CS 630 IVE 1 EA WALL STOP WS406/407CCV 630 IVE 1 EA GASKETING 188S H & J (USE SILENCERS @ NON- BK ZER RATED DOORS) 1 EA HARNESS (IN DOOR) ALLEGION CONNECT TYPE & LENGTH SCH AS REQ 1 EA HARNESS (TO POWER CON-6P (CONNECTION LEADS) SCH SUPPLY) 1 EA CREDENTIAL READER CREDENTIAL READER BY ANOTHER SECTION 1 EA DOOR CONTACT 679-05 TYPE AS REQ WHT SCE 1 EA POWER SUPPLY POWER SUPPLY FOR CREDENTIAL READER BY ANOTHER SECTION 1 EA POWER SUPPLY PS902 VON -COORDINATE POWER SUPPLIES WITH SECURITY PRIOR TO SUBMITTAL. -OMIT WHERE PROVIDED BY SECURITY.

-INGRESS BY THE CARD READER OR KEY OVERRIDE. -EGRESS BY THE PUSH PAD.

HARDWARE GROUP NO. C715 – DOOR 124M

EACH TO HAVE: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HINGE 5BB1HW 4.5 X 4.5 NRP 630 IVE 1 EA POWER TRANSFER EPT10 CON 689 VON 1 EA ELEC PANIC RX-QEL-99-NL-CON LENGTH AS REQ 626 VON HARDWARE 1 EA PRIMUS CORE 20-740 626 SCH -MATCH EXISTING CORE TYPE. -MATCH EXITING KEY SYSTEM. 1 EA RIM CYLINDER TYPE AS REQ W/CONST. CORE 626 SCH -MATCH EXISTING CORE TYPE. -MATCH EXITING KEY SYSTEM. 1 EA SURFACE CLOSER 4040XP SCUSH X MTG BRKT, SPCR & 689 LCN PLATE AS REQ 1 EA PROTECTION PLATE 8400 10" X 2" LDW B-CS 630 IVE 1 EA RAIN DRIP 142A DW + 4" AA ZER -OMIT @ COVERED LOCATIONS 1 EA GASKETING 328AA H & J AA ZER 1 EA DOOR SWEEP 8198AA LENGTH AS REQ AA ZER 1 EA THRESHOLD 65A LENGTH AS REQ A ZER 1 EA HARNESS (IN DOOR) ALLEGION CONNECT TYPE & LENGTH SCH AS REQ 1 EA HARNESS (TO POWER CON-6P (CONNECTION LEADS) SCH SUPPLY) 1 EA CREDENTIAL READER CREDENTIAL READER BY ANOTHER SECTION

CITY OF MESQUITE FIRE STATION NO. 4 08 71 00 - 18 JANUARY 9, 2019; (Addendum #1, FEBRUARY 14, 2019) DOOR HARDWARE

1 EA DOOR CONTACT 679-05 TYPE AS REQ WHT SCE 1 EA POWER SUPPLY POWER SUPPLY FOR CREDENTIAL READER BY ANOTHER SECTION 1 EA POWER SUPPLY PS902 900-2RS VON -COORDINATE POWER SUPPLIES WITH SECURITY PRIOR TO SUBMITTAL. -OMIT WHERE PROVIDED BY SECURITY.

-INGRESS BY THE CARD READER OR KEY OVERRIDE. -EGRESS BY THE PUSH PAD.

HARDWARE GROUP NO. C715A – DOORS 106 & 111A

EACH TO HAVE: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 1 EA CONT. HINGE 112XY EPT HEIGHT AS REQ 628 IVE 1 EA POWER TRANSFER EPT10 CON 689 VON 1 EA ELEC PANIC RX-QEL-33A-NL-OP-CON LENGTH AS 626 VON HARDWARE REQ 1 EA PRIMUS CORE 20-740 626 SCH -MATCH EXISTING CORE TYPE. -MATCH EXITING KEY SYSTEM. 1 EA RIM CYLINDER TYPE AS REQ W/CONST. CORE 626 SCH -MATCH EXISTING CORE TYPE. -MATCH EXITING KEY SYSTEM. 1 EA 90 DEG OFFSET PULL 8190-O 10" 630 IVE 1 EA SURFACE CLOSER 4040XP SCUSH X MTG BRKT, SPCR & 689 LCN PLATE AS REQ 1 SET SEAL PERIMETER SEAL BY FRAME MANUFACTURER 1 EA DOOR SWEEP 8198AA LENGTH AS REQ AA ZER 1 EA THRESHOLD 65A LENGTH AS REQ A ZER 1 EA HARNESS (IN DOOR) ALLEGION CONNECT TYPE & LENGTH SCH AS REQ 1 EA HARNESS (TO POWER CON-6P (CONNECTION LEADS) SCH SUPPLY) 1 EA CREDENTIAL READER CREDENTIAL READER BY ANOTHER SECTION 1 EA DOOR CONTACT 679-05 TYPE AS REQ WHT SCE 1 EA POWER SUPPLY POWER SUPPLY FOR CREDENTIAL READER BY ANOTHER SECTION 1 EA POWER SUPPLY PS902 900-2RS VON -COORDINATE POWER SUPPLIES WITH SECURITY PRIOR TO SUBMITTAL. -OMIT WHERE PROVIDED BY SECURITY.

-INGRESS BY THE CARD READER OR KEY OVERRIDE. -EGRESS BY THE PUSH PAD.

HARDWARE GROUP NO. W485W – DOORS 129 AND 130

EACH TO HAVE:

CITY OF MESQUITE FIRE STATION NO. 4 08 71 00 - 19 JANUARY 9, 2019; (Addendum #1, FEBRUARY 14, 2019) DOOR HARDWARE

QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HINGE 5BB1HW 5 X 4.5 NRP 630 IVE 1 EA MULT PT PASSAGE LM9310 17A 626 SCH SET 1 EA SURFACE CLOSER 4040XP SCUSH X MTG BRKT, SPCR & 689 LCN PLATE AS REQ 1 EA PROTECTION PLATE 8400 10" X 2" LDW B-CS 630 IVE 1 EA GASKETING 328AA H & J AA ZER 1 EA DOOR SWEEP 8198AA LENGTH AS REQ AA ZER 1 EA THRESHOLD 65A LENGTH AS REQ A ZER

-PROVIDE DOORS, FRAMES AND HARDWARE AS REQUIRED TO MEET COMPLETE FEMA 361 RATED ASSEMBLY.

END OF SECTION 08 71 00

CITY OF MESQUITE FIRE STATION NO. 4 08 71 00 - 20 JANUARY 9, 2019; (Addendum #1, FEBRUARY 14, 2019) DOOR HARDWARE

SECTION 08 80 00 - GLAZING

PART 1 - GENERAL

1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.

1.02 SUMMARY A. Section Includes: 1. Provide all glass and glazing as shown on the drawings and as herein specified. B. Related Sections include the following: 1. Division 08, Door Sections. 2. Division 08 Section “Aluminum Entrances and Storefront.”

1.03 DEFINITIONS A. Interspace: Space between lites of any insulating glass unit that contains dehydrated air or a specified gas. B. Deterioration of Coated Glass: Defects developed from normal use that are attributed to the manufacturing process and not to causes other than glass breakage and practices for maintaining and cleaning coated glass contrary to manufacturer’s written instructions. Defects include peeling, cracking and other indications of deterioration in metallic coating. C. Deterioration of Insulating Glass: Failure of the hermetic seal under normal use that is attributed to the manufacturing process and not to causes other than glass breakage and practices for maintaining and cleaning insulating glass contrary to manufacturer’s written instructions. Evidence of failure is the obstruction of vision by dust, moisture, or film on interior surfaces of glass.

1.04 DESIGN REQUIREMENTS A. General: Provide glazing systems capable of withstanding normal thermal movements, wind and impact loads without failure, including loss or glass breakage due to defective manufacture, fabrication, and installation, deterioration of glazing materials and other defects in construction. B. Glass Design: Provide glass lites in the thickness and strengths (annealed or heat-treated) to meet or exceed the following criteria based on analysis of Project loads and in-service conditions. 1. Minimum glass thickness of lites composed of annealed or heat-treated glass are selected so the worst-case probability of failure does not exceed the following: a. Eight (8) lites per 1000 for lites set vertically or not over 15 degrees off vertical and under wind action. b. One (1) lite per 1000 for lites set over 15 degrees off vertical and under action of wind or snow. c. Specified Design Wind Loads: As indicated on the Structural Drawings d. Specified Design Snow Loads: As indicated on the Structural Drawings, but not less than snow loads applicable to Project, required by ASCE 7, "Minimum Design Loads for Buildings and Other Structures": Section 7, "Snow Loads. e. Minimum Glass Thickness for Exterior Lites: Not less than 6mm

CITY OF MESQUITE FIRE STATION NO. 4 08 80 00 - 1 JANUARY 9, 2019; (Addendum #1, FEBRUARY 14, 2019) GLAZING

f. Thickness of Tinted and Heat-Absorbing glass: Provide the same thickness of each tint color indicated throughout Project. C. Thermal and Optical Performance Properties: Provide glass with performance properties specified based on manufacturer’s published test data, as determined according to procedures indicated below: 1. Center-of-glass U-values: NFRC 100 methodology using LBL-35298 WINDOW 5.2 computer program, expressed as BTU/sq ft x h x deg F (W/sq. m x K). 2. Center-of-glass solar heat gain coefficient: NFRC 200 methodology using LBL-35298 WINDOW 5.2 computer program 3. Solar Optical Properties: NFRC 300.

1.05 QUALITY ASSURANCE A. Design Criteria: Glass shall conform to Fed. Spec. DD-G-001403. B. Installation Criteria: FGJA "Glazing Manual". C. Comply with published recommendations of glass product manufacturers and organizations below, except where more stringent requirements are indicated. Refer to these publications for glazing terms not otherwise defined in this section or in referenced standards. 1. GANA Publications a. GANA Glazing Manual b. Tempering Division - Engineering Standards Manual 2. LSGA Publications D. Safety glass products are to comply with ANSI Z97.1 and testing requirements of 16 CFR Part 1201 for Category II materials. 1. Subject to compliance with requirements, provide safety glass permanently marked with certification label of Safety Glazing Certification Council (SGCC) or other certification agency acceptable to authorities having jurisdiction. E. Insulating glass products are to be permanently marked either on spacers or at least one component lite of units with appropriate certification label of inspecting and testing agency indicated below: 1. Insulating Glass Certification Council (IGCC). F. Single Source fabrication responsibility: Fabrication processes, including Low E and reflective coatings, insulating, laminating, ceramic frits, and tempering, shall be fabricated by a single Fabricator. G. Glass fabricator to have 10 years of experience and meet ANSI / ASQC Q9002 1994.

1.06 SUBMITTALS A. Submit 12-inch square samples of each type of glass indicated except for clear monolithic glass products, and 12-inch long samples of each color required (except black) for each type of sealant or gasket exposed to view. 1. Submit small samples showing Manufacturer’s standard available levels of obscuring PVB interlayers. Architect will select level(s) to use for glass samples. 2. After selection, Submit 12”x12” sample(s) for each level of obscure PVB interlayer for verification. B. Glazing contractor to obtain compatibility and adhesion test reports from sealant manufacturer indicating that glazing materials were tested for compatibility and adhesion with glazing sealants and other glazing materials. C. Product Certificates: Obtain Certificate of Compliance for all glass products

CITY OF MESQUITE FIRE STATION NO. 4 08 80 00 - 2 JANUARY 9, 2019; (Addendum #1, FEBRUARY 14, 2019) GLAZING

1.07 PRODUCT DELIVERY, STORAGE AND HANDLING A. Protect glazing materials according to manufacturer’s written instructions and as needed to prevent damage to glass and glazing materials from condensation, temperature changes, direct exposure to sun or other causes.

1.08 PROJECT CONDITIONS A. Environmental Limitations: Do not proceed with glazing when ambient and substrate temperature conditions are outside limits permitted by the glazing material manufacturers and when glazing channel substrates are wet from rain, frost condensation, or other causes. 1. Do not install liquid glazing sealants when ambient and substrate temperature conditions are outside limits permitted by glazing sealant manufacturer or below 40 deg F (4.4 deg C)

1.09 WARRANTY A. Provide a written 10-year warranty from date of manufacture for coated glass. Warranty covers deterioration due to normal conditions of use and not to handling, installing, and cleaning practices contrary to the glass manufacturer’s published instructions. B. Provide a written 10-year warranty (vertical application) from date of manufacture for insulating glass. Warranty covers deterioration due to normal conditions of use and not to handling, installing, protecting, and maintaining practices contrary to glass manufacturer’s published instructions. C. Provide a written 5-year warranty from date of manufacture for ceramic frit. Warranty covers deterioration due to normal conditions of use and not to handling, installing, and cleaning practices contrary to the glass manufacturer’s published instructions.

PART 2 - PRODUCTS

2.01 BASIS OF DESIGN A. Available Products: Basis of Design products are indicated in the Glass Types later in this section. Provide Basis of Design products, or equal as approved by Architect.

2.02 GLASS PRODUCTS A. Flat Glass 1. Float Glass: ASTM C 1036, Type I, Quality-Q3, Class I (clear) unless otherwise indicated. 2. Heat-strengthened float glass: ASTM C 1048. a. Kind HS heat-treated glass 3. Fully tempered float glass: ASTM C 1048. a. Kind fully tempered (FT) B. Insulating-Glass Units: Factory-assembled units consisting of sealed lites of glass separated by a dehydrated interspace, qualified according to ASTM E 2190, and complying with other requirements specified. 1. ASTM E773 Seal Durability of Sealed Insulating Glass Units 2. ASTM E774 Sealed Insulating Glass Units 3. Sealed insulating glass units to be double sealed with a primary seal of black (or gray) polyisobutylene and a secondary seal of black (or gray) silicone. 4. Lites shall be separated by an aluminum spacer with 3 bent corners and 1 keyed- soldered corner, or 4 bent corners and a straight butyl injected zinc plated steel straight key joint, to provide a hermetically sealed and dehydrated air space.

CITY OF MESQUITE FIRE STATION NO. 4 08 80 00 - 3 JANUARY 9, 2019; (Addendum #1, FEBRUARY 14, 2019) GLAZING

5. Units shall be certified for compliance with seal classification "CBA" by the Insulating Glass Certification Council (IGCC) and tested in accordance with the above ASTM Test Methods. C. Thermal and Optical Performance Properties: Provide glass with performance properties specified, as indicated in manufacturer's published test data, based on procedures indicated below: 1. For monolithic-glass lites, properties are based on units with lites. 2. For insulating-glass units, properties are based on units of thickness indicated for overall unit and for each lite. 3. U-Factors: Center-of-glazing values, according to NFRC 100 and based on LBL's WINDOW 5.2 computer program, expressed as Btu/sq. ft. x h x deg . 4. Solar Heat-Gain Coefficient and Visible Transmittance: Center-of-glazing values, according to NFRC 200 and based on LBNL WINDOW 6 computer program. 5. Visible Reflectance: Center-of-glazing values, according to NFRC 300. D. Glass Mirrors, General: ASTM C 1503; manufactured using copper-free, low-lead mirror coating process. 1. Clear Glass: Mirror Select Quality

2.03 GLASS AND GLAZING UNIT MATERIALS A. Provide safety glazing at all impact locations, per applicable building codes. B. Substitutions: Architect will consider glass substitutions of comparable products by other manufacturers for exterior glazing only if all exterior glass (both in storefront and factory glazed aluminum clad wood windows) is substituted to be produced by the same manufacturer, in order to ensure quality and color match. C. Glass Types: 1. Type 1: 1/4" clear float glass. a. Locations: For use in interior glazing not otherwise indicated for other types of glass 2. Type 2: 1/4" clear tempered float glass. a. Locations: For use in interior tempered glazing applications. 3. Types 3: 1" Insulated, tinted, low-e, tempered where indicated and where required by code: Vitro Glazings (formerly PPG Ideascapes), Solarban 70XL (2) on ¼” optigray tinted glass + ¼” clear inner pane. a. Visible Light Transmittance: 47%. b. Winter Nightime U – Value: .28 c. Solar Heat Gain Coefficient: .24 d. Locations: Exterior glazing, including in doors where indicated. 4. Types 4: 1" Insulated, tinted, low-e where indicated: Vitro Glazings (formerly PPG Ideascapes), Solarban 70XL (2) on ¼” optigray tinted glass + ¼” clear inner pane. a. Visible Light Transmittance: 47%. b. Winter Nightime U – Value: .28 c. Solar Heat Gain Coefficient: .24 d. Locations: Typical exterior glazing, including in doors, where other glass type is not otherwise indicated. 5. Types 5: 1" Insulated, tinted, low-e with silk-screening 40% coverage standard dot pattern – White Frit (basis of design, 1/8” dots staggered on ¼” centers by Oldcastle Building Envelope) where indicated: Vitro Glazings (formerly PPG Ideascapes), Solarban 70XL (2) on ¼” optigray tinted glass + ¼” clear inner pane. a. Visible Light Transmittance: 47%. b. Winter Nightime U – Value: .28

CITY OF MESQUITE FIRE STATION NO. 4 08 80 00 - 4 JANUARY 9, 2019; (Addendum #1, FEBRUARY 14, 2019) GLAZING

c. Solar Heat Gain Coefficient: .24 d. Locations: Typical exterior glazing, including in doors, where other glass type is not otherwise indicated. 6. Types 6 – (Alternate #5): 1" Insulated, low-e with “Panelite ClearShade” IGU, TTW10 = TrueWhite UV resistant ClearShade with 10mm diameter cells (tempered where indicated and where required by code): a. Visible Light Transmittance: 47%. b. Winter Nightime U – Value: .28 c. Solar Heat Gain Coefficient: .24 d. Locations: At lobby western exterior glazing as indicated on drawings. 7. Type 7: 45 minute fire-rated glazing for use in 45-minute rated door assemblies: 5/16” laminated clear glass ceramic, passes UL 10C, equal to PPG FireLite Plus, standard grade. 8. Type 8: Mirror, unframed: 1/4” thickness with rounded, polished edges. 9. Type 9: 1" Insulated, tinted, low-e, frosted, tempered where indicated and where required by code: Vitro Glazings (formerly PPG Ideascapes), Solarban 70XL (2) on ¼” Optigray tinted glass + ¼” Walker Glass “Opaque” acid-etched inner pane. a. Winter Nightime U – Value: .28 b. Total Luminous Transmittance:82.5% c. Haze: 90.73% d. Locations: Exterior glazing, including in doors where indicated.

2.04 MISCELLANEOUS GLAZING MATERIALS A. General: Select glazing sealants, tapes, gaskets and other glazing materials of proven compatibility with other materials they will contact, including glass products, seals of insulating glass units and glazing channel substrates, under conditions of installation and service, as demonstrated by testing and field experience. B. Cleaners, Primers, and Sealers: Types recommended by sealant or gasket manufacturer, or as specified in other Sections. C. Setting Blocks: Elastomeric material with a Shore, Type A durometer hardness of 85, plus or minus 5. D. Spacers: Elastomeric blocks or continuous extrusions of hardness required by glass manufacturer to maintain glass lites in place for installation indicated. E. Edge Blocks: Elastomeric material of hardness needed to limit glass lateral movement (side walking).

2.05 MISCELLANEOUS MIRROR MATERIALS A. Mirror Mastic: An adhesive setting compound, asbestos-free, produced specifically for setting mirrors and certified by both mirror manufacturer and mastic manufacturer as compatible with glass coating and substrates on which mirrors will be installed. 1. Adhesive shall have a VOC content of not more than 70 g/L when calculated according to 40 CFR 59, Subpart D (EPA Method 24). B. Mounting Accessories: Brushed stainless steel (Type 302) mirror clips similar to KV277 at bottom and KV278 at top in number as required to accommodate size of mirror.

PART 3 - EXECUTION

3.01 EXAMINATION AND PREPARATION

CITY OF MESQUITE FIRE STATION NO. 4 08 80 00 - 5 JANUARY 9, 2019; (Addendum #1, FEBRUARY 14, 2019) GLAZING

A. Carefully inspect and verify all job site conditions and measurements. Field verify all existing conditions and dimensions which receive glazing. B. Clean all surfaces of all glazing units and materials to which glazing compound and/or tapes shall be applied and prime as recommended by compound and/or tape manufacturer's instructions. C. Verify prepared openings for glazing are correctly sized and within tolerance. D. Verify that a functioning weep system is present for exterior glazing. E. Verify that the minimum required face and edge clearances are being followed. F. Do not proceed with glazing until unsatisfactory conditions have been corrected. G. Clean glazing channels and other framing members receiving glass immediately before glazing remove coatings not firmly bonded to substrates. H. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions.

3.02 GLAZING INSTALLATION A. General: 1. Install in accordance with manufacturer's instructions. Install plumb, level, square, true to line, and without warp or rack Provide all fasteners required for installation. 2. Install products using the recommendations of manufacturers of glass, sealants, gaskets, and other glazing materials except where more stringent requirements are indicated, including those in "GANA Glazing Manual". B. Glazing to fit line in rabbet with all edges straight and true. Size substantially as shown on the drawings, however Contractor shall fill sash and openings as actually constructed whether more or less than sizes given. C. Material installed in a full bed of sealant, tooling finished surfaces smooth. D. Mirrors installed using mirror glazing angles, concealed clips and mirror setting mastic. Mastic applied on substrate in spot application, spacing and sizes as recommended by mirror manufacturer for use intended.

3.03 OBSCURE FILM INSTALLATION A. Install in accordance with manufacturer’s installation instructions. B. Installation shall be free of surface and visual imperfections. Install straight, true to line, and accurately positioned.

3.04 FIELD QUALITY CONTROL A. Correct deficiencies in or remove and replace components that inspections and test reports indicate do not comply with specified requirements.

3.05 ADJUST AND CLEAN A. Clean excess sealant or compound from glass and framing members immediately after application, using solvents or cleaners recommended by manufacturers. B. Glazing shall be protected from damage during construction. Contractor shall assume all responsibility for breakage and shall replace cracked, broken, scratched or otherwise defective glazing.

CITY OF MESQUITE FIRE STATION NO. 4 08 80 00 - 6 JANUARY 9, 2019; (Addendum #1, FEBRUARY 14, 2019) GLAZING

C. Glazing shall be cleaned carefully at time of final acceptance, removing all non-permanent labels, excess sealant, paint and other foreign substances.

END OF SECTION 08 80 00

CITY OF MESQUITE FIRE STATION NO. 4 08 80 00 - 7 JANUARY 9, 2019; (Addendum #1, FEBRUARY 14, 2019) GLAZING

1 1.5 4 6 7 8 9 10 13 13.8 15 5' - 8 7/8" 8' - 7" 7' - 11" 19' - 11" 20' - 0" 5' - 1" 23' - 1" 23' - 11" 5' - 10 7/8"

13' - 3 1/8" 1' - 4 1/8" HSS5X3X3/8 (LLH) TOS EL = 110'-0" 8' - 5 13/16" CTR ON STUD WALL HSS10X4X5/16 OUTRIGGER HSS10X4X5/16 13' - 0" OUTRIGGER

75 16 3 / 0. X5 5 T/ STL EL. 01/S4.6 0X 02/S4.6 5X = 113'-7 1/4" 50 5. HSS10X4X5/16 HSS 3' - 10 5/16" 10 - 3' WB-2 HSS 9 7/8" 9

A 5 7 2" VERSA DECK .3 0 (ACOUSTICAL) 2" VERSA DECK S 5X EF -1 HSS 06/S4.7 T/ STL EL. HSS5X3X3/8 (LLH) = 113'-7 1/4" TOS EL = 110'-0" CTR ON STUD WALL 07/S4.7 HSS14X4X3/8 16 21' - 0" - 21'

HSS14X4X3/8 /

X5 HSS4X4X3/8 HSS4X4X3/8 75 5 3 5X 05/S4.7 0. 0.375 HSS5X3X3/8 (LLH) X 0X HSS . TOS EL = 110'-0"

50 HSS5 CTR ON STUD WALL 5.

HSS B HSS10X4X3/8 (LLV) WB-1 1 1/2" x 22 GA. TYPE B HSS5X3X3/8 (LLH) ALIGN w/ WINDOW METAL ROOF DECK TOS EL = 110'-0" MULLIONS - SPACED CTR ON STUD WALL AT 4'-0" TYP 4' - 0" 3' - 7" 6" 2" VERSA DECK S 6 6 6 /1 /1 /1

14' - 6" - 14' 0.375 0.375 X5 X5 X5 X X 5 5 5

HSS 7.500X0.500 HSS10X4X3/8 02/S4.4 5X 5X 5X 04/S4.7 T/ STEEL 04/S4.6 (w/ HSS5.00X0.312 HSS5 HSS5 HSS HSS HSS HSS10X4X3/8 EL. 112'-3 1/2"

TOP STUB) W18X35 W18X35 W16X26 1/4" 5 C C HSS10X4X3/8 16K 12K 12K

12K 12K 01/S4.4 1 4 EQ. SPA. 4 EQ. SPA. 6 EQ. SPA. HSS6X4X3/8 T/ STEEL C.2 0 50 HSS10X4X1/4 1 EL. 112'-0 1/4"

0. 12 1 LO .3 16K2SP 14K1 0X 0 HSS10X4X1/41 HSS6X4X3/8 WB-4

5' - 4" - 5' 7.50 1 .00X RTU -1 T/ STL EL. = 114'-7 1/4" 16 1 W14X30 WB-3 / W14X34 SEE DETAILS 7,8,12 HSS S5 800 lbs HSS10X4X5/16HI 20' - 10" - 20' TUB) HSS10X4X1/4 HSS10X4X5/16 X5 HSS6X4X3/8 /S4.2 FOR MISC. 12' - 6" - 12' HS S 5 6 16 (W/ 1 5X RTU -2 /1 FRAMING AT RTU / TOP HSS6X4X3/8 1 1 X5 X5 HSS 600 lbs 5 LOCATIONS, TYP 5 03/S4.7 HSS10X4X1/4 HSS6X4X3/8 06/S4.6 5X 5X D 75 .3 1 2" VERSA DECK S 12K HSS HSS X0 20K W16X31 17K W16X36 12K W16X26 14K HSS10X4X1/4 3' - 0" - 3' 75 E 00 E HSS6X4X5/16 .3 RTU -3 5.5 RTU -4 T/ STEEL 1 X0 5/16 12K 600 lbs 600 lbs 01/S4.8 HSS HSS10X4X1/4 HSS6X4X5/16 00 5X EL. 112'-5 1/4" X 5.5 4 EQ. SPA. 4 EQ. SPA. 6' - 0" LO 1 HSS W16X26 HSS5 5' - 0" 5' - 0" 5' - 0" 02/S4.7

HSS10X4X1/4 HSS6X4X5/16 12KCS2 ENGINEERING CLICK ST. PAUL SAINT N. 325 2850 SUITE 75201 TEXAS DALLAS, 214.871.2302 P: F-10142 NO. REG. TEXAS 18-059 NO. JOB T/ STEEL W14X22 17' - 3" - 17' 1 6 6 3" - 17' EL. 114'-7 1/4" 2' - 6" /1 /1 W16X26 W14X34 HSS12X4X5/16 HSS12X4X5/16 HSS10X4X1/4 HSS6X4X5/16 EF -2 X5 X5 02/S4.8 5 5 HSS10X4X5/16HI 16K2SP 10K 10K 5X 5X 1 W14X22 01/S4.7 HSS10X4X1/4 HSS6X4X1/4 CU -1 EF -8 EF -7 HSS HSS W16X36 F 12K F

HSS6X4X1/4 3' - 5" - 3' G 5" - 3' G

6" 5/16 4" 5X X CT 03/S4.8 04/S4.6 05/S4.8 04/S4.8 HSS5 HSS6X4X5/16 3' - 6" T/ STEEL TB,DGT EL. 112'-9 1/2" 217134.00 JAN 09, 2019 JAN 09, 19' - 0" - 19' 19' - 0" - 19'

J J

1 1/2" x 22 GA. TYPE B METAL ROOF DECK

6' - 10 3/8" 11' - 8" 38' - 8 1/2" 9' - 9 1/4" 7' - 4" 19' - 0" - 19' 1" 7/8" 0" - 19'

STORM SHELTER - 2' - 0" T/ SLAB 4' - 0" EL = 111'-0" 02/S4.9 02/S4.9 05/S4.5 HSS4X4X3/8 HSS4X4X3/8 K K CITY OF MESQUITE FIRESTATION 4 No. 816 RODEOCENTER BLVD MESQUITE,TX 75149 1' - 6" - 1' T/ STEEL HSS4X4X3/8 EL. 112'-5 3/4" 5' - 4" - 5' 5' - 4" - 5' 03/S4.9 L 03/S4.9 06/S4.8 L

8' - 1" - 8' HSS4X4X3/8 03/S4.4 W10X17 W10X17 8" CIP CONC. SLAB S-1 3" CONC 14K1 HSS4X4X3/8 14K4 14K4 13' - 1" - 13' OVER 3" 1" - 13' 17' - 8 5/8" 8 - 17'

3" CONC OVER 7/8" 0 - 18' METAL 12" CMU

PLAN NOTES: 3" METAL DECK 5 EQ. SPA. HSS4X4X3/8 01/S4.9 DECK HSS4X4X3/8 XXX'-X"

1. ELEVATIONS NOTED ON PLAN THUS ARE TO SPA. EQ. 5 9' - 11 7/8" 11 - 9'

M M E

METAL DECK BEARING. SLOPE ROOF UNIFORMLY BETWEEN 9

HSS4X4X3/8 1

/ ELEVATION NOTED. A

T/ STEEL 3

HSS4X4X3/8 / 2. - INDICATES WIND BRACE, REFER TO SHEET S6.1 FOR EL. 112'-1 1/4"

0 4 1/4" 4 ELEVATIONS AND DETAILS. HSS4X4X3/8 7/8" 6 - 5'

4 1/4" 4 N 4. - INDICATES SPAN DIRECTION OF METAL DECK (SEE SPEC.) HSS4X4X3/8 03/S4.6 5. - INDICATES MOMENT CONNECTION, REFER TO SHEET S4.1 HSS4X4X3/8 04/S4.4 04/S4.4 HSS4X4X3/8 6. ROOF DECK TO BE AS NOTED ON THE FRAMING PLAN & GENERAL NOTES. HSS4X4X3/8 HSS4X4X3/8

u 2' - 0 1/4" 04/S4.5 3' - 2" d 16' - 7 3/4" 41' - 6" 14' - 10" 29' - 7" n

2 3 5 11 12 13 14 .

PLAN NORTH 01 LOW ROOF FRAMING PLAN W E 1/8" = 1'-0" S2.3 S

100% CONSTRUCTION DOCUMENTS LOW ROOF FRAMING PLAN

1.5 4 1.5 4

SEE PLAN 7' - 11"

EQUAL EQUAL EQUAL EQUAL

EL. 111' - 0" EL. 111' - 0"

HSS BEAM, T/STEEL T/STEEL SEE PLAN EL. = 110'-0" EL. = 110'-0"

02/S6.2 02/S6.2

HSS COLUMN, SEE PLAN

6 S 1 H / S 8 S 5 5 / X S X 3 5 3 3 X X X X 5 ( ) 2 5 5 ( 5 X 5 ) 1 k X S 2 / 5 k k k 1 5 S 6 3 2 S 2 ) ) / 1 ( H ( S 8 H

SERVICE LEVEL AXIAL FORCE FOR WHICH END CONNECTIONS MUST BE DESIGNED (TYP.)

01/S6.2 01/S6.2

EL. 100' - 0" EL. 100' - 0" CLICK ENGINEERING CLICK ST. PAUL SAINT N. 325 2850 SUITE 75201 TEXAS DALLAS, 214.871.2302 P: F-10142 NO. REG. TEXAS 18-059 NO. JOB

1 1 01 WB-1 (ON GRID B) 02 WB-2 (ON GRID A) 3/4" = 1'-0" 3/4" = 1'-0"

E C

20' - 10" Author

E C Checker

10' - 5 1/8" 10' - 4 7/8" 217134.00

20' - 10" 2019 JAN 09,

EQUAL EQUAL 06/S6.2

EL. 114' - 4"

03/S6.2

EL. 111' - 0" CITY OF MESQUITE FIRESTATION 4 No. 816 RODEOCENTER BLVD MESQUITE,TX 75149

H 16 S / S 5 5 X X 5 5 X X 5 5 S ( / ) 2 1 S k 0 6 H H 0 k 16 S 2 ) / S ( 5 5 X X 5 5 X X 5 (1 / SS5 2k 16 H ) ) k 2 (1

EL. 100' - 0" EL. 100' - 0"

05/S6.2 1 1 01/S6.2 03 WB-3 (ON GRID 15) 04 WB-4 (ON GRID 7) S6.1 3/4" = 1'-0" 3/4" = 1'-0"

100% CONSTRUCTION DOCUMENTS WIND BRACE ELEVATIONS KEYNOTES 0640.60 HARDWOOD VENEER PLYWOOD SHELF 1010.13 CAST ALUMINUM PLAQUE 1040.05 FIRE EXTINGUISHER SIGNAGE 1240.01 RECESSED WALK-OFF MAT 2210.08 TRAFFIC RATED TRENCH DRAIN NOTFOR APPROVAL, DOCUMENTS REGULATORY REGULATORY GARY DEVRIES GARY CONSTRUCTION PERMITTING, OR PERMITTING, INTERIM REVIEW REVIEW INTERIM TXREG. NO. 10212

A2.4A2.2 1 4 6 7 8 9 10 13 15 1 1 31 124' - 7" 8' - 3" 31' - 0" 85' - 4" A4.2 A4.2

16' - 6"4 19' - 11" 3 30' - 10" 5 23' - 1" 29' - 10" 7 8 A2.3 1' - 4" A3.3 A2.3

' 4 A 1 A

3 A5.3 1' - 2" PANTRY A 106A EQ KITCHEN GAS GRILL 106A N.I.C. 2 106 1 4 A5.1 PANTRY B 1 A4.2 6 106B EQ 1 24' - 1" - 24' 106B A5.3 FEC 15 5 A4.2

' 6 O

3 106 M PANTRY C 8 106C EQ 106C A5.3

" B . B

O "

2 18' - 11"

2 6 B 1

" G0.01 14

4 2' - 0" 2' - 0" 2' - 0"

' - DINING

- 7" M

' M.O. M.O. M.O. M 13' - 1" 12' - 0" 20' - 10" 20' - 10"

2 4 A2.2 105 4 3 2 A1.7 A5.1 B 13 A A5.1 A A 110A C C 14 8 31' - 6" - 31' 30' - 0" - 30' 7' - 10" 6' - 2" 8' - 10" 7' - 10" 6' - 2" 8' - 10" 7' - 10" 6' - 2" 7' - 8 3/4" 20 13 A5.4 SLEEP POD A5.5 7 SLEEP POD SLEEP POD 5 A5.3 9 0" - 2'

122 " - 10" - 6" - 14' 16' - 0" 0" - 21' TRAINING 114 118

21 6 1 12

" DAYROOM ROOM R.R. '

10 4

- 2

A2.2 1010.13 CAST ALUMINUM PLAQUE 110 5 '

104 112 8 1 10 A5.5 13 1' - 4" 20' - 9 1/2" 16' - 10" 8' -4 8" 6' - 3 1/4" 7' - 11" 8' - 8" 6' - 3 1/4" 7' - 11" 8' - 8" A2.3 6" - 8' 11 A5.5 R.R. 2 1' - 4" R.R. 11 1 A5.5 3 120 D 101 6 116 "

A5.1 -

' 3' - 6" - 3' LOBBY 2 118 3 110 112 114 116 120 122 E 10 A5.3 13 101 4" - 7' 8 104 " 2' - 10" - 2'

" 1 C A5.1 CORRIDOR 4

- 111A

' 12 ROOF ACCESS

' A3.1 4" - 6' 111 6 111 2' - 0" 4 14 D D LADDER 107 FEC 108 113 117 121 5 103 A1.7 102 16 EMS STRG. 7 CAPTAIN FE 3" 10" - 20' 6" - 14' 0" - 21' 22' - 0" - 22' WH 113A 19

" 109 2" - 8' 7' - 0" 8' - 4" 14' - 4" 18' - 0" 6' - 3" 7' - 0" 121 4 1

7' - 8" 8' - 3" 10' - 5" / 20' - 0" 11' - 0" - 11' 11' - 0" - 11' LAUNDRY/ "

3 3

10 0 12 A5.4 6 LAWN

" 11 .

A5.3 17 15 1 A5.3 6

AIRLOCK 1 STRG. AIRLOCK 2 17 18 0 A5.4 - - CUSTODIAL O

' I.T. R.R. WATCH 109 123 123 ' 2

0 D W M 8' - 9" - 8' 108 115 117 6

1 8 A5.4 2 113 R.R. 4 15 9 1 102 103 12 18 ROOM 5 A5.4 4 " 119 2 A5.4 11 A5.4 119 "

107 119A 0

1 0 F 16 ' F

115

" 7 124A 3 124B

0 FE 1 - E E A A5.1 2' - 6" 21' - 5" G ' A5.1 G 5 3' - 6" 4' - 0" 3' - 6" 4' - 1" 3' - 10" 10' - 5" 15' - 4" 4' - 4" 3' - 8" 3' - 10" 13' - 1" M.O. M.O. 2' - 0" 75' - 0" 25' - 11" 6' - 1 1/2"

161' - 2" - 161' M.O. 2" - 161' 6 2' - 5" 2 5 A1.7 1240.01 RECESSED WALK-OFF MAT A1.7 2 A2.4 FIRE EXTINGUISHER FC, GDV 1040.05

" 217134.00

" A2.1 1 SIGNAGE .

. 0

- .

. 124C ' 2 A2.1 2019 JAN 09, ' 124F A2.2

1 A2.4 1 9 TRAFFIC RATED TRENCH 1 A1.7 2210.08 DRAIN A1.7

" H

- PRIMARY DRAWER(S), KP/RL

H '

. 0

- .

. 5 3 124D '

' 124G APPARATUS

4 -

A2.3 8" - 60' 2

63' - 3" - 63' BAY

6 124

J ' 76' - 11 3/16" J

. 0

- .

. 124E '

' 124H

A2.2

FIRE EXTINGUISHER 5 -

1040.05 '

SIGNAGE A5.1 2 9' - 4" 6' - 8" 3' - 8" 4' - 6" 3' - 8" 24' - 4" 3' - 8" 5' - 8" 3' - 8"

" 2' - 8"

0 3 "

CITY OF MESQUITE FIRESTATION 4 No. 816 RODEOCENTER BLVD MESQUITE,TX 75149

' 10' - 0"

K . K

131 130 124M

129 128 ' HARDWOOD VENEER

M 6 FE M.O. 3 0640.60 RISER 125 9 PLYWOOD SHELF EXTRACTOR/ FE 132 FE AIRLOCK L CUSTODIAL " L 1 BUNKER 0

8 1 1 A5.5 17 125 126 -

8' - 1" - 8' 131 15 GEAR A1.7 ' 3 7' - 6" 12' - 0" 10' - 0" 27' - 10" 9' - 10" 7 129 A3.2 5" - 18' 0" - 19' 0" - 19' 0" - 19' 5" - 3' 3" - 20' 17' 16 FITNESS A5.5 20 A5.5 22 126

127 126A "

9 19 4

. SHOP -

ELECTRICAL ' 19 21 '

MECH 2 DECON.129A 128

133 1/4" 0 - 9' 127 18

130 9

M M T

A OUTDOOR PULL-UP "

BAR 1

133 2

5' - 9" - 5' 5" - 18' 0" - 19' 0" - 19' 0" - 19' 5" - 3' - 17'

4' - 9" - 4' 1" - 17' N 4' - 6" 3' - 4" 10' - 0" 9

M.O. M.O.

2' - 10" 20' - 1" 38' - 11" 16' - 9" 34' - 0" 2' - 8" '

18' - 8" 41' - 6" 14' - 10" 3' - 2" 29' - 7" HARDWOOD VENEER N

0640.60 O

PLYWOOD SHELF

112' - 7" S

4 V

2 3 5 A2.2A2.4 11 12 13 14 D

1 FIRST FLOOR PLAN 1 1/8" = 1'-0" A1.1

FIRST FLOOR PLAN KEYNOTES 0330.01 CONCRETE NOTFOR

0420.01 ADJUSTABLE MASONRY WALL TIES AT 16" APPROVAL, DOCUMENTS REGULATORY REGULATORY GARY DEVRIES GARY CONSTRUCTION PERMITTING, OR PERMITTING, O.C.E.W. REVIEW INTERIM TXREG. NO. 10212 0420.03 4" FACE BRICK - COLOR 1 0420.24 4" FACE BRICK - COLOR 2 0420.26 THREE RECESSED COURSES 0540.01 COLD-FORMED METAL FRAMING EXTRACTOR SHOWN DASHED FOR CLARITY 0540.02 6" METAL STUDS (20 GAUGE MINIMUM) AT 16" O.C. 0550.63 14 GA METAL OUTRIGGERS - RE:3/A1.5 0610.04 2X PRESSURE TREATED WOOD BLOCKING 0610.07 3/4" EXTERIOR GRADE PLYWOOD 0720.02 6 1/4" BATT INSULATION 2-PLY MODIFIED BITUMEN 0720.05 2" RIGID CONTINUOUS INSULATION 0750.07 MEMBRANE ROOFING 0725.02 SELF ADHERING MODIFIED BITUMINOUS SYSTEM SHEET AIR BARRIER 8" 2' - 0" DRAIN BASIN LENGTH RUNS FROM 0750.03 4" CANT 0725.04 FLUID-APPLIED MEMBRANE AIR BARRIER BACK EDGE OF CONCRETE PAD TO 0740.03 PREFINISHED METAL WALL / SOFFIT PANEL 6" FROM EXTERIOR EDGE. PREFINISHED METAL 0740.13 PREFINISHED CONCEALED FASTENER METAL 0760.03 GUTTER WALL PANELS BUILD CONCRETE CURB TO SURROUND DRAIN BASIN. 6" PREFINISHED METAL 0740.14 METAL WALL PANEL SUB-GIRT 0760.04 EXTEND TO FIT CMU DOWNSPOUT 0740.28 PREFINISHED METAL TRIM COURSING AT BOTH ENDS INTEGRAL 8" HIGH 0750.01 ROOFING BASE FLASHING SYSTEM CONCRETE CURB 0420.03 4" FACE BRICK - COLOR 1 IN S A 0750.02 EXTEND MEMBRANE TO OUTSIDE FACE OF AD S DR P CE O 4" RE T DOMED 2" RIGID CONTINUOUS BLOCKING B 1" 0720.05 LA PE FLOOR DRAIN 1 " S LO INSULATION 12 S 0750.03 4" CANT 8 A3.4 FLUID-APPLIED MEMBRANE C "X 0750.07 2-PLY MODIFIED BITUMEN MEMBRANE

O 8 6" - 3' 0725.04 NC " FILTER SCREEN (IF AIR BARRIER

R R SLOPE1" TODRAIN ROOFING SYSTEM C E L 0" - 5' U TE C INDICATED IN PLUMBING RB IN M 6" DRAWINGS) 0760.01 THROUGH-WALL FLASHING (WITH WEEPS AT 1 2" LR 2'-0" O.C.) AND MORTAR NET DR DX C A 16 IN 1' - 4" 8" IN " M B W " 0760.02 THROUGH-WALL FLASHING (WITH WEEPS AT 24 AS 6 " M IN MIN MIN EXTRACTOR MIN. TRENCH MIN. SLAB IN 2'-0" O.C.) C 8" SIZE CAPACITY THICKNESS LE M AR IN 0760.03 PREFINISHED METAL GUTTER AN CE 1' - 0" - 1' 45 LBS 5 CF 6" 6" 0760.04 PREFINISHED METAL DOWNSPOUT 0770.01 PREFINISHED METAL COPING SYSTEM 65 LBS 6 CF 6" 4" 4 " C 0790.01 SEALANT WITH BACKER ROD AS REQUIRED O N 85 LBS 8 CF 6" NC MI RE " EXTEND TO MATCH TE 60 0840.01 ALUMINUM STOREFRONT PA CMU COURSING 105 LBS 10 CF - D 0920.27 1/2" GYPSUM SHEATHING 6" METAL STUDS (20 GAUGE 130 LBS 12 CF - 0540.02 6' - 8" MINIMUM) AT 16" O.C. 0920.28 5/8" GYPSUM BOARD (TYPE X) 160 LBS 14.5 CF - 3/4" EXTERIOR GRADE - 0610.07 200 LBS 14.5 CF PLYWOOD 3 A1.8 0720.02 6 1/4" BATT INSULATION

NOTE: 0920.27 1/2" GYPSUM SHEATHING 1 1. CONFIRM DRAIN BASIN CAPACITY WITH 5/8" GYPSUM BOARD (TYPE MANUFACTURER RECOMMENDATIONS. 0920.28 2. INSTALL CONCRETE PAD WITH BOND COAT TO ALL X) ADJACENT CONCRETE SLAB AND CURBS. AXON VIEW PLAN VIEW 3. ACCESS PANEL NEEDS TO BE INSTALLED IN CMU WALL BEHIND FLOOR DRAIN IF 24" CLEARANCE IS NOT MET.

EXTRACTOR PAD DETAIL ROOF/WALL INTERSECTION 2 1/2" = 1'-0" 1 1" = 1'-0"

1 Author Checker 5 3 6 A1.8 A1.8 217134.00 PREFINISHED METAL A2.1 0770.01 2019 JAN 09, PREFINISHED METAL PREFINISHED METAL COPING SYSTEM 0770.01 0770.01 COPING SYSTEM COPING SYSTEM 2X PRESSURE TREATED 14 GA METAL OUTRIGGERS - SEALANT WITH BACKER 0610.04 0550.63 0790.01 2X PRESSURE TREATED EXTEND MEMBRANE TO WOOD BLOCKING RE:3/A1.5 EQ EQ ROD AS REQUIRED 0610.04 WOOD BLOCKING 0750.02 OUTSIDE FACE OF EXTEND MEMBRANE TO PREFINISHED CONCEALED 14 GA METAL OUTRIGGERS - EXTEND MEMBRANE TO BLOCKING 0550.63 0750.02 OUTSIDE FACE OF 0740.13 FASTENER METAL WALL RE:3/A1.5 0750.02 OUTSIDE FACE OF BLOCKING PANELS BLOCKING 0920.27 1/2" GYPSUM SHEATHING SEALANT WITH BACKER COLD-FORMED METAL 0790.01 0540.01 ROD AS REQUIRED PREFINISHED CONCEALED FRAMING COLD-FORMED METAL 0740.13 FASTENER METAL WALL 0540.01 PANELS FRAMING METAL WALL PANEL 0920.27 1/2" GYPSUM SHEATHING COLD-FORMED METAL 0740.14 0540.01 SUB-GIRT FRAMING SELF ADHERING MODIFIED 0840.01 ALUMINUM STOREFRONT

SELF ADHERING MODIFIED 0725.02 BITUMINOUS SHEET AIR SELF ADHERING MODIFIED COPYRIGHT © 2019 BROWNREYNOLDS WATFORD ARCHITECTS, INC. DATE DRAWN BY BY CHECKED BRW PROJECTNUMBER 8 1/2" 8 0725.02 BITUMINOUS SHEET AIR BARRIER PREFINISHED METAL 0725.02 BITUMINOUS SHEET AIR 0770.01 0" - 2' BARRIER COPING SYSTEM 2" RIGID CONTINUOUS BARRIER 2" RIGID CONTINUOUS 0720.05 0720.05 INSULATION 0720.02 6 1/4" BATT INSULATION INSULATION PREFINISHED METAL METAL WALL PANEL 0770.01 THROUGH-WALL FLASHING 0740.14 PREFINISHED METAL WALL / COPING SYSTEM 0760.02 SUB-GIRT 0740.03 (WITH WEEPS AT 2'-0" O.C.) SOFFIT PANEL ROOFING BASE FLASHING 3 PREFINISHED CONCEALED 0750.01 2' - 0" - 2' 8" SYSTEM A4.3 0740.13 FASTENER METAL WALL 0840.01 ALUMINUM STOREFRONT PANELS PREFINISHED METAL 0750.03 4" CANT 0770.01 COPING SYSTEM 2-PLY MODIFIED BITUMEN 10" 0750.07 MEMBRANE ROOFING SYSTEM PREFINISHED METAL 0760.03 GUTTER

0420.03 4" FACE BRICK - COLOR 1 3" - 7' T.O.S. 1' - 2" - 1' (BEYOND) 1" - 15' THREE RECESSED 0420.26 COURSES 0420.03 4" FACE BRICK - COLOR 1 3' - 4" - 3' 4" CITY OF MESQUITE FIRESTATION 4 No. 816 RODEOCENTER BLVD MESQUITE,TX 75149

0740.28 PREFINISHED METAL TRIM COURSES BRICK 15

0420.24 4" FACE BRICK - COLOR 2 8 1" THREE RECESSED

8" 0420.26 2" RIGID CONTINUOUS A4.3 COURSES 0720.05 0420.03 4" FACE BRICK - COLOR 1 INSULATION ADJUSTABLE MASONRY 0" - 8' 0420.01 0420.24 4" FACE BRICK - COLOR 2 WALL TIES AT 16" O.C.E.W. SELF ADHERING MODIFIED 0725.02 BITUMINOUS SHEET AIR BARRIER 0920.27 1/2" GYPSUM SHEATHING METAL FLASHING

4' - 0" - 4' 4 SIM. 0" - 4' 0" - 4' THROUGH-WALL FLASHING A3.6 2" RIGID CONTINUOUS THROUGH-WALL FLASHING 0760.01 (WITH WEEPS AT 2'-0" O.C.) 4 SIM. 0720.05 INSULATION A3.4 9 0760.01 (WITH WEEPS AT 2'-0" O.C.) AND MORTAR NET WIDTH OF E

1 18 BRICK COURSES BRICK 18 COURSES BRICK 18

AND MORTAR NET 0330.01 CONCRETE 0330.01 CONCRETE GUTTER 0 0420.03 4" FACE BRICK - COLOR 1 A

2 2' - 6" 5' - 0"

10' - 0"

R PANEL SECTION PANEL SECTION PANEL ELEVATION ROOF/WALL INTERSECTION AXON D

1/2" = 1'-0" 1/2" = 1'-0" 1/2" = 1'-0" 1 1/2" = 1'-0" E

6 5 4 3 D

A1.8

PLAN DETAILS KEYNOTES 0330.21 CAST-IN-PLACE CONCRETE IMPACT BARRIER 0420.03 4" FACE BRICK - COLOR 1 0420.24 4" FACE BRICK - COLOR 2 0420.26 THREE RECESSED COURSES 0550.19 6" PIPE BOLLARD. FILL WITH CONCRETE NOTFOR APPROVAL, DOCUMENTS

0550.63 14 GA METAL OUTRIGGERS - RE:3/A1.5 REGULATORY GARY DEVRIES GARY CONSTRUCTION PERMITTING, OR PERMITTING, INTERIM REVIEW REVIEW INTERIM

0740.13 PREFINISHED CONCEALED FASTENER METAL TXREG. NO. 10212 WALL PANELS 0760.13 PREFINISHED METAL FASCIA 0830.14 OVERHEAD COILING DOOR 0830.17 SECTIONAL DOOR 0830.24 ELECTRIC OPERATED FOUR-FOLD DOORS 0840.02 ALUMINUM STOREFRONT DOOR 0840.15 INTEGRAL ALUMIMUM SHADING DEVICE 0880.03 GLASS TYPE #3 (1" INSULATED, TEMPERED, LOW-E) 0880.04 GLASS TYPE #4 (1" INSULATED, LOW-E) 0880.05 GLASS TYPE #5 (1" INSULATED, PATTERENED) 0880.06 GLASS TYPE #6 (1" INSULATED, SOLAR A B C D E F G H J K L M CONTROL) N 0890.01 PREFINISHED FIXED ALUMINUM LOUVER (WITH INSECT SCREEN) 1010.15 9" HIGH PIN-MOUNTED ALUMINUM SIGN 3 3 LETTERS (CLEAR SATIN FINISH) 1 1 A2.3 A3.2 1010.16 72" HIGH PIN-MOUNTED ALUMINUM A2.3 A3.1 REVERSE-CHANNEL SIGN LETTERS (CLEAR 3 PREFINISHED METAL 0760.13 SATIN FINISH) A1.5 FASCIA 3 TYP. 1050.15 OUTDOOR HOSE DRYING RACK PREFINISHED METAL A2.1 PREFINISHED CONCEALED 0760.13 14 GA METAL OUTRIGGERS - 1080.01 PREFINISHED ALUMINUM ARCHITECTURAL FASCIA 0550.63 0740.13 FASTENER METAL WALL RE:3/A1.5 SCREEN WALL THREE RECESSED PANELS PREFINISHED ALUMINUM 1 0420.26 2650.17 LIGHT POLE / FIXTURE ON CONCRETE BASE COURSES PREFINISHED CONCEALED "

1080.01 ARCHITECTURAL SCREEN 0

0740.13 FASTENER METAL WALL WALL GLASS TYPE #4 (1" ' 0880.04 PANELS 2 GLASS TYPE #5 (1" INSULATED, LOW-E) 0880.05 "

" INSULATED, PATTERENED) GLASS TYPE #6 (1"

BAY T.O.W.

3 '

0880.06 INSULATED, SOLAR -

' 18' - 8" GLASS TYPE #4 (1" A2.1 0880.04 CONTROL) 2 INSULATED, LOW-E) TYP. " 4

9" HIGH PIN-MOUNTED '

1010.15 ALUMINUM SIGN LETTERS "

(CLEAR SATIN FINISH) -

1 MEZZANINE 0420.24 4" FACE BRICK - COLOR 2 11' - 0"

2' - 8" 11' - 9"0 2' - 8"

CJ CJ CJ CJ CJ' CJ FIRST F.F. 2 0"

ELECTRIC OPERATED 0420.24 4" FACE BRICK - COLOR 2 GLASS TYPE #4 (1" 0830.24 0880.04 FOUR-FOLD DOORS INSULATED, LOW-E) CAST-IN-PLACE CONCRETE 0330.21 THREE RECESSED IMPACT BARRIER 0420.26 COURSES 72" HIGH PIN-MOUNTED ALUMINUM 0420.03 4" FACE BRICK - COLOR 1 1010.16 REVERSE-CHANNEL SIGN LETTERS (CLEAR SATIN FINISH)

EXTERIOR ELEVATION (WEST) 1 1/8" = 1'-0" FC, GDV FC,

PANEL REVEAL OFFSETS AROUND 217134.00 STEEL MEMBER JAN 09, 2019 JAN 09, STEEL MEMBER WITH WELDED END CAP

REVEAL (PANEL JOINT) CENTERED ON MEMBER, TYPICAL

SYSTEM REVEAL PRIMARY DRAWER(S), KP/RL

M L K J H G F E D C B A N CONCEALED FASTENER METAL PANEL

PREFINISHED CONCEALED COPYRIGHT © 2019 BROWNREYNOLDS WATFORD ARCHITECTS, INC. DATE DRAWN BY BY CHECKED BRW PROJECTNUMBER 3 3 0740.13 FASTENER METAL WALL 1 1 A3.2 A2.3 PANELS 7 A3.1 A2.3 PREFINISHED ALUMINUM AS1.1 1080.01 ARCHITECTURAL SCREEN 3 EQUAL PANELS WALL

" PREFINISHED CONCEALED

0 3 TYP.

0740.13 FASTENER METAL WALL

A2.1 2 PANELS

- THREE RECESSED

' 0420.26

2 COURSES

1 GLASS TYPE #4 (1" DETAIL ELEVATION 0880.04 INSULATED, LOW-E) BAY T.O.W. 3 1" = 1'-0" CJ 18' - 8" PREFINISHED METAL 0760.13 FASCIA 14 GA METAL OUTRIGGERS - 0550.63 RE:3/A1.5 CJ CJ CJ MEZZANINE INTEGRAL ALUMIMUM 11' - 0" 0840.15 SHADING DEVICE LF LF CJ CJ CJ CJ CJ CJ

0420.24 4" FACE BRICK - COLOR 2 CITY OF MESQUITE FIRESTATION 4 No. 816 RODEOCENTER BLVD MESQUITE,TX 75149 ALUMINUM STOREFRONT 0840.02 DOOR

FIRST F.F. 0" LIGHT POLE / FIXTURE ON 0420.03 4" FACE BRICK - COLOR 1 PREFINISHED FIXED 2650.17 0890.01 ALUMINUM LOUVER (WITH CONCRETE BASE ALUMINUM STOREFRONT 0420.24 4" FACE BRICK - COLOR 2 INSECT SCREEN) 0840.02 0830.14 OVERHEAD COILING DOOR DOOR GLASS TYPE #3 (1" 6" PIPE BOLLARD. FILL WITH 0550.19 OUTDOOR HOSE DRYING 0880.03 INSULATED, TEMPERED, CONCRETE 0830.17 SECTIONAL DOOR 1050.15 EXTERIOR FINISH LEGEND RACK LOW-E) FACE BRICK (MODULAR):

COLOR 1: 9

1 90% ACME “CARAMEL IRONSPOT” VELOUR FINISH T

10% ACME “RED SUNSET” VELOUR FINISH 2

COLOR 2: / ACME “EBONY” VELOUR FINISH 2

CONCEALED-FASTENER PANELS: CENTRIA “ENTYRE” – “SILVERSMITH” COLOR

ALUMINUM STOREFRONT: N

CLEAR ANODIZED FINISH O

PREFINISHED METAL GUTTERS, DOWNSPOUTS, COPINGS, FASCIA: V

U EXTERIOR ELEVATION (EAST) E KYNAR COATING SIMILAR TO BERRIDGE “ZINC GRAY”

2 1/8" = 1'-0" N

STANDING-SEAM METAL ROOF: E

BERRIDGE ZEE-LOCK DOUBLE-LOCK – “ZINC GRAY” KYNAR COATING D

D LINEAR METAL SOFFIT SYSTEM: A

BERRIDGE “THIN-LINE” PANEL - “ZINC GRAY” COLOR .

FOUR-FOLD AND SECTIONAL DOORS: N

ANODIZED FINISH TO MATCH STOREFRONT 1

A2.1

EXTERIOR ELEVATIONS KEYNOTES DOOR SCHEDULE 0880.01 GLASS TYPE #1 (1/4" CLEAR) DOOR FRAME DETAILS DETAILS DETAILS 0880.04 GLASS TYPE #4 (1" INSULATED, LOW-E) DOOR SIZE SIZE HDWR. FIRE

NUMBER DESCRIPTION WIDTH HEIGHT MTL. TYPE Finish MTL. TYPE Finish SILL JAMB HEAD SET RATING REMARKS LEVEL TO ROOM NOTFOR APPROVAL, DOCUMENTS REGULATORY REGULATORY GARY DEVRIES GARY CONSTRUCTION

101 SINGLE 3' - 0" 7' - 10" AL/GL FG AL AL 1 AL 12/A4.5 12/A4.5 SIM 12/A4.5 775A - FIRST F.F. LOBBY OR PERMITTING, INTERIM REVIEW REVIEW INTERIM 102 SINGLE 3' - 0" 7' - 0" WD F WS1 HM 1 P7 - 8/A4.5 4/A4.5 C201 - FIRST F.F. I.T. TXREG. NO. 10212 103 SINGLE 3' - 0" 7' - 0" WD F WS1 HM 1 P7 - 8/A4.5 4/A4.5 301C - FIRST F.F. LOBBY 104 SINGLE 3' - 0" 7' - 0" WD F WS1 HM 1 P7 - 8/A4.5 4/A4.5 C701 - FIRST F.F. LOBBY 106 SINGLE 3' - 0" 7' - 10" AL/GL FG AL AL 1 AL 12/A4.5 4/A4.7 1/A4.7 C715A - FIRST F.F. KITCHEN 106A SINGLE 3' - 0" 7' - 0" WD FL WS1 HM 1 P7 - 8/A4.5 4/A4.5 503S - LOUVER FIRST F.F. KITCHEN 106B SINGLE 3' - 0" 7' - 0" WD FL WS1 HM 1 P7 - 8/A4.5 4/A4.5 503S - LOUVER FIRST F.F. PANTRY B 106C SINGLE 3' - 0" 7' - 0" WD FL WS1 HM 1 P7 - 8/A4.5 4/A4.5 503S - LOUVER FIRST F.F. KITCHEN 107 SINGLE 3' - 0" 7' - 0" WD F WS1 HM 1 P7 - 8/A4.5 4/A4.5 503 - FIRST F.F. DAYROOM 108 SINGLE 3' - 0" 7' - 0" WD N WS1 HM 1 P7 - 8/A4.5 4/A4.5 801PV- FIRST F.F. AIRLOCK 1 109 SINGLE 3' - 0" 7' - 0" HM F P7 HM 1 P7 - 8/A4.5 4/A4.5 507 - FIRST F.F. EMS STRG. 1 110 SINGLE 3' - 0" 7' - 0" WD N WS1 HM 1 P7 - 8/A4.5 4/A4.5 501 - FIRST F.F. TRAINING ROOM 110A SINGLE 3' - 0" 7' - 10" AL/GL FG AL AL 1 AL 12/A4.5 4/A4.7 1/A4.7 775A - FIRST F.F. TRAINING ROOM 111 SINGLE 3' - 0" 7' - 0" WD F WS1 HM 1 P7 - 8/A4.5 4/A4.5 701CH- FIRST F.F. DAYROOM 111A SINGLE 3' - 0" 7' - 10" AL/GL WW AL AL 1 AL 12/A4.5 5/A1.7 6/A3.4 C715A - FIRST F.F. CORRIDOR 112 SINGLE 3' - 0" 7' - 0" WD F WS1 HM 1 P7 - 8/A4.5 4/A4.5 301 45 MIN. FIRST F.F. R.R. 113 SINGLE 3' - 0" 7' - 0" WD F WS1 HM 1 P7 - 8/A4.5 4/A4.5 407 - FIRST F.F. LAUNDRY/ CUSTODIAL 113A SINGLE 3' - 0" 7' - 0" WD F WS1 HM 1 P7 - 8/A4.5 4/A4.5 501C- FIRST F.F. LAUNDRY/ CUSTODIAL 114 SINGLE 3' - 0" 7' - 0" WD F WS1 HM 1 P7 - 8/A4.5 4/A4.5 401G 45 MIN. FIRST F.F. SLEEP POD 115 SINGLE 3' - 4" 7' - 0" HM F P7 HM 2 P7 - 7/A4.5 3/A4.5 485W 45 MIN. FIRST F.F. APPARATUS BAY 116 SINGLE 3' - 0" 7' - 0" WD F WS1 HM 1 P7 - 8/A4.5 4/A4.5 301 45 MIN. FIRST F.F. R.R. 117 SINGLE 3' - 0" 7' - 0" WD N WS1 HM 1 P7 - 8/A4.5 4/A4.5 801PV- FIRST F.F. AIRLOCK 2 118 SINGLE 3' - 0" 7' - 0" WD F WS1 HM 1 P7 - 8/A4.5 4/A4.5 401G 45 MIN. FIRST F.F. SLEEP POD 119 SINGLE 3' - 0" 7' - 0" WD F WS1 HM 1 P7 - 8/A4.5 4/A4.5 501G 45 MIN. FIRST F.F. R.R. 4 119A SINGLE 3' - 0" 7' - 0" WD F WS1 HM 1 P7 - 8/A4.5 4/A4.5 301 - FIRST F.F. R.R. 4 120 SINGLE 3' - 0" 7' - 0" WD F WS1 HM 1 P7 - 8/A4.5 4/A4.5 301 45 MIN. FIRST F.F. R.R. 1 121 SINGLE 3' - 0" 7' - 0" WD F WS1 HM 1 P7 - 8/A4.5 4/A4.5 501G 45 MIN. FIRST F.F. CAPTAIN 122 SINGLE 3' - 0" 7' - 0" WD F WS1 HM 1 P7 - 8/A4.5 4/A4.5 401G 45 MIN. FIRST F.F. SLEEP POD 123 OVERHEAD COILING DOOR 6' - 0" 8' - 0" AL M - STL - P7 5/A4.6 6/A4.6 3/A4.6 001 - FIRST F.F. LAWN 124A SINGLE 3' - 6" 7' - 0" HM N P7 HM 2 P7 - 7/A4.5 3/A4.5 705RW 45 MIN. FIRST F.F. AIRLOCK 1 124B SINGLE 3' - 6" 7' - 0" HM N P7 HM 2 P7 - 7/A4.5 3/A4.5 705RW 45 MIN. FIRST F.F. APPARATUS BAY 124C ALUMINUM SECTION DOOR 14' - 0" 14' - 0" AL H AL AL - AL 7/A4.6 4/A4.6 1/A4.6 002 - FIRST F.F. APPARATUS BAY 124D ALUMINUM SECTION DOOR 14' - 0" 14' - 0" AL H AL AL - AL 7/A4.6 4/A4.6 1/A4.6 002 - FIRST F.F. APPARATUS BAY 124E ALUMINUM SECTION DOOR 14' - 0" 14' - 0" AL H AL AL - AL 7/A4.6 4/A4.6 1/A4.6 002 - FIRST F.F. APPARATUS BAY 124F ALUMINUM FOUR-FOLD 14' - 0" 14' - 0" AL FF AL STL - P5 5/A4.6 9/A1.7 2/A4.6 002 - FIRST F.F. APPARATUS BAY 124G ALUMINUM FOUR-FOLD 14' - 0" 14' - 0" AL FF AL STL - P5 5/A4.6 9/A1.7 2/A4.6 002 - FIRST F.F. APPARATUS BAY 124H ALUMINUM FOUR-FOLD 14' - 0" 14' - 0" AL FF AL STL - P5 5/A4.6 9/A1.7 2/A4.6 002 - FIRST F.F. APPARATUS BAY 124M SINGLE 3' - 0" 7' - 0" HM F P7 HM 2 P7 9/A4.6 6/A4.5 2/A4.5 C715 - FIRST F.F. APPARATUS BAY 125 SINGLE 3' - 0" 7' - 0" HM N P7 HM 2 P7 - 13/A4.5 9/A4.5 735 - FIRST F.F. APPARATUS BAY 126 SINGLE 3' - 0" 7' - 0" HM N P7 HM 2 P7 - 13/A4.5 9/A4.5 701C - FIRST F.F. FITNESS 126A PAIR 6' - 4" 7' - 10" AL FG AL AL 1 AL 12/A4.5 3/A4.7 2/A4.7 774AH - FIRST F.F. FITNESS 127 SINGLE 3' - 0" 7' - 0" HM F P7 HM 2 P7 - 13/A4.5 9/A4.5 2011 - FIRST F.F. AIRLOCK 1 128 SINGLE 3' - 4" 7' - 0" HM F P7 HM 2 P7 - 13/A4.5 9/A4.5 585IW- 1 FIRST F.F. SHOP 129 SINGLE 3' - 4" 7' - 0" HM F P7 HM 2 P7 - 8/A4.6 8/A4.6 W485W - ICC 500 STORM RATED DOOR FIRST F.F. BUNKER GEAR 129S and 130S 129A SINGLE 3' - 0" 7' - 0" HM F P7 HM 2 P7 - 13/A4.5 9/A4.5 401 - FIRST F.F. DECON. removed 130 SINGLE 3' - 4" 7' - 0" HM F P7 HM 2 P7 - 8/A4.6 8/A4.6 W485W - ICC 500 STORM RATED DOOR FIRST F.F. DECON. 131 SINGLE 3' - 4" 7' - 0" HM F P7 HM 2 P7 - 13/A4.5 9/A4.5 485W - FIRST F.F. APPARATUS BAY 133 SINGLE 3' - 0" 7' - 0" HM F P7 HM 2 P7 9/A4.6 10/A4.5 11/A4.5 715 - FIRST F.F. ELECTRICAL Dumpster Enclosure DOUBLE DOOR GATE 11' - 1" 8' - 0" 6/AS1.2 FIRST F.F. Total Doors: 49

2 6 2 AS SCHED. AS SCHED. AS SCHED. AS SCHED. A4.3 A4.4 A4.3 2" 2" 2" 2" 2" 2" 2" 2" 3' - 6" 2' - 0" 2' - 0"

" "

4 2' - 0" 3' - 0" 2 2 GLASS TYPE #4 (1" 0880.01 GLASS TYPE #1 (1/4" CLEAR) 0880.01 GLASS TYPE #1 (1/4" CLEAR) 0880.01 GLASS TYPE #1 (1/4" CLEAR) 0880.04

GLASS TYPE #4 (1" .

D D D INSULATED, LOW-E) 0880.04 "

2 INSULATED, LOW-E) E E E

L L L

U U U

" "

- C

D D D 1' - 0" " "

0 0

4 4 S 5 E E E

1 1

- -

A4.3 H H H 2" 2"

- -

' '

A4.3 "

C C C

' '

5 5

" "

3 3

S S S

0 0

" "

PRIVIDE WINDOW PRIVIDE WINDOW

S S S

- -

2 2

' '

" "

A A A TREATMENTS PER 12 24 01 TREATMENTS PER 12 24 01 - -

8 8

0 0

' '

- -

7 7

(ALTERNATE #11) (ALTERNATE #11)

' '

2 1

A FC, GDV FC, " " " 7 T.O. SLAB

4 4 4

" OUTSWING "

- - -

8 8 217134.00

A4.4

' ' '

CASEMENT " - - HOLLOW METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL

8 3 3 3 ' ' 1 2 5 4 4

2 2 A4.3 @ METAL STUDS @ CMU @ METAL STUDS PLUMBING ACCESS 2019 JAN 09, FIRST F.F. FIRST F.F. FIRST F.F. FIRST F.F. FIRST F.F. 0" 0" 0" 0" 0" 3 STEEL STORM 8 A4.3 WINDOW TYPE 'A' WINDOW TYPE 'B' INT. WINDOW TYPE 'C' INT. WINDOW TYPE 'D' INT. WINDOW TYPE 'E' FRAME TYPES

6 1/4" = 1'-0" 5 1/4" = 1'-0" 4 1/4" = 1'-0" 3 1/4" = 1'-0" 2 1/4" = 1'-0" 1 1/4" = 1'-0" PRIMARY DRAWER(S), KP/RL

1 A4.4

3' - 4" 12 AS SCHED. AS SCHED. AS SCHED. AS SCHED. AS SCHEDULED MEZZANINE 1' - 10" MEZZANINE

1' - 2" 4

1' - 2" "

" "

MEZZANINE MEZZANINE "

0 0

1 1

11' - 0" 11' - 0" E

D D D

E E E

L L L 3 L

U U U

D D D

A4.4 .

E E E

" E

H H H

H (WHERE NOTED) 6" S

C C C

S S S

5 A

S S S

A A A

" LOUVER TYPE 'E' LOUVER TYPE 'D' LOUVER TYPE 'C' LOUVER TYPE 'B' LOUVER TYPE 'A' 3

3 T.O. SLAB 12 1/4" = 1'-0" 11 1/4" = 1'-0" 10 1/4" = 1'-0" 9 1/4" = 1'-0" 8 1/4" = 1'-0" 1

4 F HOLLOW METAL N HOLLOW METAL FG FL SOLID CORE WOOD M OVERHEAD COILING DOOR WITH METAL LOUVERS SOLID CORE WOOD F 1 1 GLAZING TYPE #7 GLAZING TYPE #3 AT EXTERIOR H TYPE #9 AT DOOR 111A AS SCHEDULED AS SCHEDULED EQ EQ EQ EQ EQ EQ EQ EQ GLAZING LEGEND CITY OF MESQUITE FIRESTATION 4 No. 816 RODEOCENTER BLVD MESQUITE,TX 75149

PATTERN DESCRIPTION 0 MEZZANINE

11' - 0" '

E CLEAR GLAZING -

1 TYPE #1 - 1/4" CLEAR Q

TYPE #2 - 1/4" TEMPERED

TYPE #3 - 1" INSULATED 2

" TEMPERED LOW-E

- TYPE #4 - 1" INSULATED

' 2' - 3" /

LOW-E 1

TYPE #7 - 5/16" FIRE- 7" 7"

' RATED E

2 1

TYPE #9 - 1" TEMPERED 0

1' - 10" INSULATED FROSTED D

SILKSCREEN '

4 FIRST F.F. PATTERN GLAZING - 0" TYPE #5 - 1" T.O. SLAB INSULATED LOW-E FOUR-FOLD SIDE SLIDING DOOR UPWARD ACTING SECTIONAL DOOR

FF H N W/ 1" PATTERNED TEMPERED GLASS W/ 1/4" CLEAR TEMPERED GLASS

INTEGRAL SHADING O

S LOUVER TYPE 'F' COMB GLAZING - TYPE # I

6 - (ALT 5) V

U 1/4" = 1'-0" E 13 R

DOOR TYPES 2 N TEMPERED GLAZING E 7 1/4" = 1'-0" D (THESE LOCATIONS

AND AS REQUIRED BY A CODE)

ALL EXTERIOR GLAZING O

TYPE #4 UNLESS NOTED N

OTHERWISE. 1

ALL INTERIOR GLAZING TYPE #1 UNLESS NOTED OTHERWISE A4.1

DOOR SCHEDULE & WINDOW SCHEDULE KEYNOTES 0880.03 GLASS TYPE #3 (1" INSULATED, TEMPERED, LOW-E) 0880.04 GLASS TYPE #4 (1" INSULATED, LOW-E) 0880.05 GLASS TYPE #5 (1" INSULATED, GLASS TYPE #5 (1" NOTFOR PATTERENED) APPROVAL,

0880.05 DOCUMENTS REGULATORY REGULATORY

INSULATED, PATTERENED) DEVRIES GARY CONSTRUCTION PERMITTING, OR PERMITTING, 0880.06 GLASS TYPE #6 (1" INSULATED, SOLAR REVIEW INTERIM TXREG. NO. 10212 14' - 3 3/4" GLASS TYPE #5 (1" CONTROL) 0880.05 INSULATED, PATTERENED) 14' - 3 3/4" GLASS TYPE #5 (1" 0880.05 INSULATED, PATTERENED) 14' - 3 3/4"

3 BAY T.O.W. BAY T.O.W. BAY T.O.W. 18' - 8" 18' - 8" 18' - 8"

STOREFRONT TYPE 3 STOREFRONT TYPE 2 STOREFRONT TYPE 1 3 1/4" = 1'-0" 2 1/4" = 1'-0" 1 1/4" = 1'-0"

11 10 9 8 7 6 5 4 3 2

GLASS TYPE #4 (1" 0880.04 INSULATED, LOW-E)

3 Level 6 BAY T.O.W. 118' - 8" 18' - 8" EQ EQ EQ - EQ EQ EQ - EQ EQ EQ - EQ EQ EQ - EQ EQ EQ - EQ EQ EQ - EQ EQ EQ 7' - 6" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 7' - 8 3/4" STOREFRONT TYPE 4 4 1/4" = 1'-0"

4 3 2 A B GLASS TYPE #4 (1" B A 0880.04 INSULATED, LOW-E) 18' - 0"

2' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" GLASS TYPE #5 (1" 0880.05 GLASS TYPE #4 (1" INSULATED, PATTERENED) 0880.04 INSULATED, LOW-E)

' MEZZANINE MEZZANINE MEZZANINE

3 11' - 0" 11' - 0" 3 11' - 0"

2' - 2" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 2" 3' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 2' - 2"

22' - 4" FC, GDV FC,

STOREFRONT TYPE 7 STOREFRONT TYPE 6 STOREFRONT TYPE 5 217134.00 JAN 09, 2019 JAN 09, 7 1/4" = 1'-0" 6 1/4" = 1'-0" 5 1/4" = 1'-0" 1 D E

11' - 9"

7' - 0 3/4" PRIMARY DRAWER(S), KP/RL 2' - 5 1/4" 2' - 4" 2' - 4" 2' - 4" 2' - 4" 2' - 2" 3' - 0" 1' - 10 3/4"

MEZZANINE MEZZANINE 10' - 0" 7 6

" 11' - 0" " 11' - 0" GLASS TYPE #4 (1"

0 0

3' - 4" 3' - 4" 3' - 4" 0880.04

- -

INSULATED, LOW-E)

' ' 4 4 GLASS TYPE #4 (1" 0880.04 COPYRIGHT © 2019 BROWNREYNOLDS WATFORD ARCHITECTS, INC. DATE DRAWN BY BY CHECKED BRW PROJECTNUMBER GLASS TYPE #3 (1" INSULATED, LOW-E) 0880.03 INSULATED, TEMPERED, GLASS TYPE #6 (1" LOW-E) 5' - 3" 0880.06 INSULATED, SOLAR

" "

0 0 CONTROL)

- -

' '

2 2

1 1

" "

0 0

- -

' '

MEZZANINE '

8 8

3 3 11' - 0"

- 4' - 0" 1' - 3"

' 1 2 FIRST F.F. 1 FIRST F.F. FIRST F.F. 1 1 0" 0" 0" 1 STOREFRONT TYPE 11 STOREFRONT TYPE 10 STOREFRONT TYPE 9 STOREFRONT TYPE 8 11 1/4" = 1'-0" 10 1/4" = 1'-0" 9 1/4" = 1'-0" 8 1/4" = 1'-0" GLAZING LEGEND CITY OF MESQUITE FIRESTATION 4 No. 816 RODEOCENTER BLVD MESQUITE,TX 75149

PATTERN DESCRIPTION

CLEAR GLAZING -

1 TYPE #1 - 1/4" CLEAR TYPE #2 - 1/4" TEMPERED TYPE #3 - 1" INSULATED 8 TEMPERED LOW-E TYPE #4 - 1" INSULATED LOW-E 13' - 1" 4' - 6" TYPE #7 - 5/16" FIRE- 9 8' - 2" 7' - 1" E

1 RATED T

GLASS TYPE #3 (1" GLASS TYPE #3 (1" 0 3' - 0" 4' - 1" 2' - 5 1/2" 2' - 5 1/2" 2' - 5 1/2" 2' - 5 1/2" 3' - 3" GLASS TYPE #3 (1" 3' - 3" A 1' - 10" 3' - 2" 3' - 2" TYPE #9 - 1" TEMPERED 2

0880.03 INSULATED, TEMPERED, / 0880.03 INSULATED, TEMPERED, 0880.03 INSULATED, TEMPERED, D LOW-E) LOW-E) INSULATED FROSTED 2 LOW-E) 1

2 SILKSCREEN TYPE #9 - 1" TEMPERED PATTERN GLAZING - INSULATED FROSTED TYPE #5 - 1" INSULATED LOW-E

" " " "

0 0 0 0

- - - -

' ' ' '

8 8 8 8 INTEGRAL SHADING

COMB GLAZING - TYPE # M

U 6 - (ALT 5) E

FIRST F.F. FIRST F.F. FIRST F.F. FIRST F.F. TEMPERED GLAZING D 0" 0" 0" 0" (THESE LOCATIONS D 1 1 AND AS REQUIRED BY A

1 CODE) . ALL EXTERIOR GLAZING O

N TYPE #4 UNLESS NOTED

1 STOREFRONT TYPE 15 STOREFRONT TYPE 14 STOREFRONT TYPE 13 STOREFRONT TYPE 12 OTHERWISE. 15 1/4" = 1'-0" 14 1/4" = 1'-0" 13 1/4" = 1'-0" 12 1/4" = 1'-0" ALL INTERIOR GLAZING TYPE #1 UNLESS NOTED OTHERWISE A4.2

STOREFRONT TYPES GAS-FURNACE SPLIT SYSTEM SCHEDULE

INDOOR UNIT OUTDOOR UNIT

COOLING PERFORMANCE HEATING PERFORMANCE ELECTRICAL ELECTRICAL MARK (INDOOR / INDOOR UNIT OUTDOOR UNIT NOMINAL SUPPLY OUTDOOR ESP (IN. SENSIBLE TOTAL EAT (DB°F LAT (DB°F GAS INPUT GAS OUTPUT EAT LAT VOLTAGE / WEIGHT AMBIENT VOLTAGE / WEIGHT MANUFACTURER NOTES OUTDOOR) SERVES SEER MCA MOCP MCA MOCP MODEL MODEL TONNAGE AIRFLOW (CFM) AIRFLOW (CFM) W.C.) MBH MBH / WB°F) / WB°F) (BTU/H) (BTU/H) (DB°F) (DB°F) PHASE (LBS) TEMP (°F) PHASE (LBS)

GFU-1 / CU-1 FITNESS 3.0 17 1,200 200 1.0 24.5 31.5 80 / 67 59.5 / 57.7 40,000 38,000 70 106 120 / 1 7.9 15 122 105 208 / 1 14 25 271 TRANE TDH2B040AH6 4TTA7 1,2,3,4,5,6,7

NOTES:

1. ALL UNITS SHALL USE R-410 REFRIGERANT. 2. ALL AIR HANDLERS SHALL HAVE A SINGLE POINT POWER CONNECTION. 3. OUTDOOR CONDENSING UNITS SHALL HAVE HAIL GUARDS FOR CONDENSER FANS AND COILS. 4. PROVIDE LOW AMBIENT CONTROLS FOR CONDENSING UNIT. 5. PROVIDE CONCENTRIC FLUE VENT KIT FOR ALL GAS FURNACES. 6. PROVIDE AND INSTALL SMOKE DETECTORS IN THE RETURN DUCT OF ALL UNITS THAT SUPPLY 2,000 CFM OR HIGHER. SMOKE DETECTOR SHALL DE-ENERGIZE UNIT UPON DETECTION OF SMOKE. 7. PROVIDE AND INSTALL CONDENSATE FLOAT SWITCH IN CONDENSATE DRAIN PAN FOR ALL UNITS. FLOAT SWITCH SHALL DE-ENERGIZE UNIT IF CONDENSATE DRAIN LINE BECOMES BLOCKED.

GAS-FIRED ROOFTOP UNIT SCHEDULE

INDOOR UNIT

COOLING PERFORMANCE HEATING PERFORMANCE ELECTRICAL MARK NOMINAL MINIMUM SUPPLY OUTDOOR ESP (IN. SENSIBLE TOTAL EAT (DB°F LAT (DB°F GAS INPUT GAS OUTPUT EAT LAT VOLTAGE / WEIGHT AMBIENT MANUFACTURER MODEL NO. NOTES SERVES MCA MOCP TONNAGE SEER AIRFLOW (CFM) AIRFLOW (CFM) W.C.) MBH MBH / WB°F) / WB°F) (BTU/H) (BTU/H) (DB°F) (DB°F) PHASE (LBS) TEMP (°F)

RTU-1 DINING / KITCHEN 6.0 20 2,400 360 1.25 66.0 72.0 80 / 67 59.5 / 57.7 80,000 78,000 70 95 208 / 1 22 35 795 105 TRANE YZC072 1,2,3,4,5

RTU-2 TRAINING ROOM 3.0 19 1,200 180 1.25 33.0 36.0 80 / 67 59.5 / 57.7 40,000 39,00070 95 208 / 1 22 35 553 105 TRANE YSC036 1,2,3,4,5

RTU-3 SLEEPING PODS 3.0 19 1,200 180 1.25 33.0 36.0 80 / 67 59.2 / 57.9 40,000 39,000 70 95 208 / 1 14 25 553 105 TRANE YSC036 1,2,3,4,5

RTU-4 CAPT. SLEEPING / WATCH DESK 3.0 19 1,200 180 1.25 33.0 36.0 80 / 67 59.2 / 57.9 40,000 39,000 70 95 208 / 1 14 25 553 105 TRANE YSC036 1,2,3,4,5 1-9-201 2-13-2019

NOTES:

1. ALL UNITS SHALL USE R-410 REFRIGERANT. 2. ALL ROOFTOP UNITS SHALL HAVE A SINGLE POINT POWER CONNECTION AND DISCONNECT. 3. PROVIDE AND INSTALL SMOKE DETECTORS IN THE RETURN DUCT OF ALL UNITS THAT SUPPLY 2,000 CFM OR HIGHER. SMOKE DETECTOR SHALL DE-ENERGIZE UNIT UPON DETECTION OF SMOKE. 4. PROVIDE ALL UNITS WITH ECONOMIZER KIT. 5. PROVIDE ALL UNITS WITH ROOF CURB. 4050 9060 - - 870 - 972

COOLING ONLY DUCTLESS SPLIT SYSTEM SCHEDULE GAS-FIRED RADIANT HEATER SCHEDULE WWW.MEPCE.COM ENGINEERING FIRM: F COOLING CAPACITY INDOOR UNIT OUTDOOR UNIT GAS INLET PROJECT CODE: 18.021.002 MARK MARK INDOOR OUTDOOR DALLAS/FORTWORTH, TEXAS

MANUFACTURER/ MEP CONSULTING ENGINEERS TOTAL MARK BTU/H BTU/H PRESSURE NOTES INDOOR OUTDOOR NOMINAL VOLTAGE VOLTAGE WEIGHT SEER MANUFACTURER UNIT UNIT NOTES WEIGHT MODEL SERVES CAPACITY FLA MCA MOCP TYPE SERVES INPUT INPUT MIN / MAX LENGTH UNIT UNIT TONNAGE / PHASE / PHASE (LBS) MODEL MODEL (LBS) (MBH) (HIGH) (LOW) (IN. W.C.) FCU-2 CU-2 102 I.T. ROOM 1.5 18.0 208 / 1 7.48 208 / 1 13.2 25 82 17 DAIKIN FTKB18 RKB18 1,2,3,4,5,6,7 RH-1 GAS RADIANT HEATER APPARATUS BAY 100,000 65,000 5.0" / 14.0" 30'-0" 160 DETROIT RADIANT / HL3-30-100 1,2,3,4

FCU-3 CU-3 133 ELEC ROOM 0.75 9.0208 / 1 7.48 208 / 1 13.2 25 82 17 DAIKIN FTKB09 RKB09 1,2,3,4,5,6,7 RH-2 GAS RADIANT HEATER APPARATUS BAY 100,000 65,000 5.0" / 14.0" 30'-0" 160 DETROIT RADIANT / HL3-30-100 1,2,3,4

RH-3 GAS RADIANT HEATER APPARATUS BAY100,000 65,000 5.0" / 14.0" 30'-0" 160 DETROIT RADIANT / HL3-30-100 1,2,3,4 NOTES: RH-4 GAS RADIANT HEATER APPARATUS BAY 100,000 65,000 5.0" / 14.0" 30'-0" 160 DETROIT RADIANT / HL3-30-100 1,2,3,4 1. FURNISH PROGRAMMABLE THERMOSTAT ON WALL. UNIT SHALL NOT BE EQUIPPED WITH BUILT-IN THERMOSTAT. 2. UNIT SHALL OPERATE ON R-410A REFRIGERANT. 3. UNIT SHALL HAVE SINGLE POINT POWER CONNECTION. 4. ROUTE CONDENSATE BY GRAVITY FROM UNIT TO NEAREST LAVATORY TAILPIECE. CONDENSATE PUMP ACCESSORY NOT REQUIRED. 5. UNIT SELECTION IS BASED ON 105°F AMBIENT AIR TEMPERATURE. 6. EQUIPM CONDENSING UNIT WITH HAIL GUARD. NOTES:

7. FURNISH WITH LOW AMBIENT KIT, WINTER START KIT, ISOLATION RELAY, LIQUID LINE SOLENOID KIT, CRANKCASE HEATER AND WIND BAFFLE. DE MM 1. PROVIDE WITH TWO-STAGE HEATERS. 2. MOUNT 12" BELOW BOTTOM OF CEILING OR STRUCTURE. 3. CONTROL WITH ETD-5M1 TWO-STAGE THERMOSTAT.

4. PROVIDE HEATERS WITH GALVANIZED COMMON VENT FITTING. 217134.00

FAN SCHEDULE 2019 JANUARY 9,

ELECTRICAL WEIGHT MANUFACTURER/ MARK VOLTAGE CONTROLLED BY NOTES TYPE SERVES AIRFLOW ESP FLA HP (LBS) MODEL / PHASE EF-1 ROOF MOUNTED KITCHEN HOOD EXHAUST 1,350 1.25"120 / 1 13.8 0.75 64 GREENHECK / CUE-121 SWITCH AT HOOD 1,2,4 ELECTRIC UNIT HEATER SCHEDULE EF-2 ROOF MOUNTED GENERAL EXHAUST 525 1.0" 120 / 1 6.5 0.50 49 GREENHECK / CUE-101 RUN CONTINUOUSLY 1,2

EF-3 INLINE DIRECT BUNKER GEAR 600 0.5"120 / 1 3.4 0.17 47 GREENHECK / SQ-95 WALL SWITCH 2,8 ELECTRICAL MANUFACTURER/ EF-4 CEILING DECONTAM 125 0.25"120 / 1 1.3 0.07 10 GREENHECK / SP-A190 WALL SWITCH 2,3,5,8 MARK AIRFLOW VOLTAGE / WEIGHT NOTES TYPE SERVES AMPS KW MODEL

(CFM) PHASE (LBS) COPYRIGHT © 2016 BROWNREYNOLDS WATFORD ARCHITECTS, INC. DATE DRAWN BY BY CHECKED BRW PROJECTNUMBER EF-5 CEILING SHOP 100 0.25"120 / 1 0.6 0.03 10 GREENHECK / SP-A125 WALL SWITCH 2,3,5,8 UH-1 ELECTRIC UNIT HEATER LAWN 350 208 / 1 14.5 3.0 27 QMARK / MUH0381 2 EF-6 CEILING LAWN 100 0.25"120 / 1 0.6 0.03 10 GREENHECK / SP-A125 WALL SWITCH 2,3,5,8 UH-2 ELECTRIC CEILING HEATER EXTRACTOR ROOM300 208 / 3 14.4 3.0 27 QMARK / CDF 1 EF-7 CENTRIFUGAL BELT APPARATUS SOURCE CAPTURE EXHAUST 2,400 5.0" 208 / 3 15.1 5.50 231 NEDERMAN / NCF SEE NOTE 6 1,2,6 UH-3 ELECTRIC CEILING HEATER BUNKER GEAR300 208 / 3 24.0 5.0 27 QMARK / CDF 1 EF-8 INLINE BELT DRIVE APPARATUS BAY 4,000 0.75" 208 / 3 16.7 5.00 501 GREENHECK / BSQ-300 SEE NOTE 7 1,2,7 UH-4 ELECTRIC CEILING HEATER BUNKER GEAR300 208 / 3 24.0 5.0 27 QMARK / CDF 1

1 UH-5 ELECTRIC CEILING HEATER DECONTAM300 208 / 3 14.4 3.0 27 QMARK / CDF 1 HVLV-1 HIGH VOLUME LOW VELOCITY APPARATUS BAY ------120 / 1 10.0 --- 88 BIG ASS FANS / ESSENCE 12-FT MANUAL SWITCH 8,9,10 UH-6 ELECTRIC UNIT HEATER MECH. MEZZANINE350 208 / 1 14.5 3.0 27 QMARK / MUH0381 2

NOTES: NOTES: 1. PROVIDE FACTORY FABRICATED ROOF CURB. 2. PROVIDE WITH BACKDRAFT DAMPER. 1. CEILING MOUNTED HEATERS SHALL BE RECESSED TYPE. 3. CEILING FAN SHALL BE CONTROLLED BY WALL SWITCH. 2. ALL UNIT HEATERS SHALL BE INSTALLED WITH MINIMUM 6'-8" HEAD CLEARANCE BELOW BOTTOM OF HEATER. 4. EF-1 SHALL BE INTEGRATED WITH MOTORIZED INTAKE LOUVER AND CONTROLLED BY WALL SWITCH NEAR KITCHEN HOOD. REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION. IN THE EVENT OF A FIRE SUPPRESSION SYSTEM ACTIVATION, THE MOTORIZED INTAKE LOUVER SHALL CLOSE WHILE THE EXHAUST FAN KEEPS OPERATING.

5. PROVIDE WALL CAP FOR ALL CEILING MOUNTED FANS. CITY OF MESQUITE FIRESTATION 4 No. 816 RODEOCENTER BLVD MESQUITE,TX 75149 6. EF-7 SHALL BE CONTROLLED AUTOMATICALLY AS RECOMMENDED BY THE MANUFACTURER. 7. EF-8 SHALL BE CONTROLLED AUTOMATICALLY BY CO AND NO 2 SENSORS AS RECOMMENDED BY SENSOR MANUFACTURER. 1 8. REFER TO ELECTRICAL DRAWINGS FOR LOCATIONS OF WALL MOUNTED SWITCHES. 9. HVLV FANS ARE TO BE INCLUDED IN BID AS AN ALTERNATE. 10. COORDINATE INSTALLATION LOCATION OF THE HVLV FANS WITH NEARBY FIRE SPRINKLER SYSTEMS, GAS-FIRED HEATERS, AND RAIL EXHAUST SYSTEM. THE HVLV FAN SHALL BE SET TO SHUT DOWN IN THE EVENT OF A FIRE IN ACCORDANCE WITH NFPA 13. AIR DEVICE SCHEDULE

NECK MANUFACTURER / MARK TYPE DESCRIPTION SIZE MATERIAL REMARKS MODEL NO. (IN) S1SUPPLY 24"x24", 4-WAY THROW, THREE CONES SEE NOTE 3 TITUS / TMSA-AA ALUMINUM 1,2,3 LOUVER SCHEDULE S2SUPPLY 12"x12", 4-WAY THROW, THREE CONES SEE NOTE 3 TITUS / TMSA-AA ALUMINUM 1,2,3

9 S3SUPPLY 12"x8", SIDEWALL SUPPLY DIFFUSER 12"x8" TITUS / 300RS ALUMINUM 1,2,3 T

MANUFACTURER/ /

MARK NOTES 2 AIRFLOW MIN. FREE MODEL R1RETURN 24"x24", SIGHT-PROOF EGG CRATE REGISTERSEE NOTE 3 TITUS / 45F ALUMINUM 1,2,3 TYPE DESCRIPTION MATERIAL 0 (CFM) AREA (SQ-FT) R2RETURN 18"x14", SIDEWALL RETURN GRILLE 18"x14" TITUS / 350RL ALUMINUM 1,2,3 L1 INTAKE 600 1.0 IMPACT RESISTANT STORM LOUVER ALUMINUM GREENHECK / AFL-501 1,3,4,5

L2 INTAKE--- 0.8 IMPACT RESISTANT STORM LOUVER ALUMINUM GREENHECK / AFL-501 1,3,4 E1 EXHAUST 12"x10", SIDEWALL EXHAUST GRILLE 12"x10" TITUS / 350RL ALUMINUM 1,2,3

L3 INTAKE--- 1.3 IMPACT RESISTANT STORM LOUVER ALUMINUM GREENHECK / AFL-501 1,3,4 E2EXHAUST 12"x12", EGG CRATE REGISTER SEE NOTE 3 TITUS / 50F ALUMINUM 1,2,3 0

I L4 EXHAUST725 1.0 IMPACT RESISTANT STORM LOUVER ALUMINUM GREENHECK / AFL-501 1,3,4,5 E

L5 INTAKE2,000 4.0 OPERABLE LOUVER ALUMINUM GREENHECK / EAD-435 1,2,3,4,6 R NOTES: N L6 INTAKE2,000 4.0 OPERABLE LOUVER ALUMINUM GREENHECK / EAD-435 1,2,3,4,6 1. UNITS SHALL BE FURNISHED WITH APPROPRIATE FRAMES, ETC. FOR MOUNTING IN RESPECTIVE CEILING TYPES AND CONDITIONS. R 2. SOUND VALUES SHALL NOT EXCEED 30 NC, UNLESS OTHERWISE NOTED. E

L7 EXHAUST4,000 5.0 STATIONARY LOUVER ALUMINUM GREENHECK / ESD-435 1,3,4 3. SEE AIR DEVICE RUN-OUT SCHEDULE ON FLOORPLAN SHEETS. L

A L8 INTAKE200 0.3 STATIONARY LOUVER ALUMINUM GREENHECK / ESD-435 1,3,4

L9 INTAKE1,080 1.5 STATIONARY LOUVER ALUMINUM GREENHECK / ESD-435 1,3,4 O

NOTES:

1. LOUVER SIZES INDICATED ON FLOORPLANS ARE NOMINAL SIZES. ALL LOUVERS PROVIDED SHALL MEET THE MINIMUM FREE AREA REQUIREMENTS INDICATED ON THE SCHEDULE. COORDINATE ALL WALL OPENING SIZES WITH ARCHITECT. 2. OPERABLE LOUVERS SHALL BE PROVIDED WITH MOTORIZED DAMPER. LOUVERS SHALL OPERATE IN CONJUNCTION WITH APPARATUS BAY EXHAUST FAN EF-7 AND EF-8. LOUVERS SHALL BE OPEN WHENEVER FAN IS ON AND CLOSED WHENEVER FAN IS OFF. M2.1 3. ALL LOUVERS SHALL BE EQUIPPED WITH INSECT SCREEN. 4. LOUVER COLOR SHALL BE COORDINATED WITH ARCHITECT PRIOR TO ORDERING. 5. ALL DUCTWORK WITHIN 10'-0" OF LOUVER CONNECTION SHALL SLOPE DOWNWARD AT 1% TOWARD LOUVER. 6. PROVIDE SAFETY SCREEN AND SHEET METAL SLEEVE ON ALL MOTORIZED DAMPERS IN APPARATUS BAY. 100% CONSTRUCTION DOCUMENTS MECHANICAL SCHEDULES Mesquite Fire Station No. 4 Mesquite, Texas

SECTION 00200 - INVITATION FOR TRADE CONTRACTOR PROPOSALS

Trade Contractor and Supplier Proposals for the construction of the Mesquite Fire Station No. 4 at 816 Rodeo Center Blvd, Mesquite, TX 75149 will be received by the Construction Manager, SEDALCO INC, via facsimile, mail, or e-mail until 3:00 p.m. local time on Wednesday, February 27, 2019.

Phone Number 817-831-2245, Fax Number 817-916-5707, E-mail [email protected] .

Specific instructions for mailed proposals are as follows: Mailed proposals MUST be received at the following address by the required deadline:

SEDALCO INC 4100 Fossil Creek Boulevard Fort Worth, Texas 76137

Mailed proposals must clearly identify on the outside of the envelope the following:

a. Name of Project: Mesquite Fire Station No. 4, Mesquite, TX b. Name, Address and Phone Number of Proposer c. Proposal Due Date & Time

Bid Documents will be distributed by SEDALCO, Inc. through iSqFt and will be available for viewing and download at iSqFt.com. Vendors should also check the Mesquite Purchasing Department website, http://www.cityofmesquite.com/674/Bid-Openings-Specifications-Conferences and BidSync, http://www.cityofmesquite.com/678/BidSync-Bid-Openings , to view documents relating to this RFP. Drawings and Specifications may also be examined at the office of SEDALCO, INC., 4100 Fossil Creek Blvd, Fort Worth, Texas 76137. Please contact Keith Durst at SEDALCO, Inc. if other methods of document distribution or viewing are necessary.

Plans and specifications will be available for distribution to trade contractors and suppliers on or about February 6, 2019.

A pre-bid conference will be held at 11:00 a.m. on Monday, February 18, 2019 at the Fire Administration Dept., 1515 N. Galloway Ave., Mesquite, TX 75149.

All question regarding the proposal request and access to the bidding documents must be directed to the Construction Manager: SEDALCO INC 4100 Fossil Creek Boulevard Fort Worth, Texas 76137 817-831-2245 817-916-5707 [email protected] .

The City of Mesquite and SEDALCO, Inc. reserve the right to reject any or all proposals and to waive any formalities or irregularities and to make the award of the contract in the best interest of The City of Mesquite. By submitting a proposal, each proposer agrees to waive any claim it has or may have against the Owner, the Architect/Engineer, Construction Manager and their respective employees, arising out of or in connection with the administration, evaluation, or recommendation of any proposal; waiver of any requirements under the proposal documents; or the contract documents; acceptance or rejection of any proposals; and award of the Contract.

END OF DOCUMENT

INVITATION FOR PROPOSALS 00200 - 1 Mesquite Fire Station No. 4 Mesquite, Texas

SECTION 00400 - INSTRUCTIONS TO PROPOSERS

PART 1 - GENERAL

1.01 DOCUMENTS

A. Bid Documents will be distributed in digital format through iSqFt.com. To be included on the iSqFt plan distribution list, or to arrange other means of document distribution, please contact Keith Durst at [email protected].

B. Plans are also available for review at the following Plan Rooms or locations: 1. iSqFt.com 2. SEDALCO’s Office at 4100 Fossil Creek Blvd. Fort Worth, TX 76137 3. Mesquite Purchasing Department website, http://www.cityofmesquite.com/674/Bid-Openings- Specifications-Conferences and BidSync, http://www.cityofmesquite.com/678/BidSync-Bid- Openings

1.02 DEFINITIONS

A. All definitions set forth in the General Conditions of the Contract for Construction are applicable to these Instructions to Proposers.

B. Proposal documents include the Invitation for Proposals, Instructions to Proposers, and the proposed Contract Documents including any Addenda issued prior to receipt of proposals.

C. Addenda are written or graphic instruments issued prior to the execution of the Contract which modify or interpret the proposal documents, including Drawings and Specifications, by additions, deletions, clarifications or corrections. Addenda will become part of the Contract Documents when the Construction Contract is executed.

D. Brown Reynolds Watford Architects (BRW) will be hereafter referred to in this Project Manual as “Architect”, address: 3535 Travis Street, Suite 250, Dallas, TX 75204.

1.03 EXAMINATION OF DOCUMENTS AND SITE

A. Each Proposer, by making his Proposal, represents that he has read and understands the Proposal Documents.

B. Each Proposer, by making his Proposal, represents that he has visited the site, performed investigations and verifications as he deems necessary, and familiarized himself with the local conditions under which he Work is to be performed and will be responsible for any and all errors in his proposal resulting from his failure to do so. To arrange a pre-proposal site visit, please contact Keith Durst at SEDALCO, Inc. (817.831.2245 or [email protected]).

C. Each Proposer by making his Proposal represents that his Proposal is based upon the materials, systems and equipment required by the Proposal Documents without exception.

1.04 QUESTIONS

A. Proposers shall submit all questions about the Proposal Documents to the Construction Manager in writing. Replies will be issued to all Proposers as an addendum to the Proposal Documents and shall become a part of the Contract. The Construction Manager, Architect and Owner will not be responsible for oral clarification.

1.05 SUBSTITUTIONS

A. Each Proposer represents that his Proposal is based upon the materials and equipment described in the Proposal Documents.

1.06 PREPARATION OF PROPOSALS

A. Proposals shall be submitted utilizing the enclosed BID FORM and shall include acknowledgement of the documents itemized on the form.

Mesquite Fire Station No. 4 Mesquite, Texas

B. Additionally, proposals shall include a SCOPE LETTER on Trade Contractors or Suppliers letter head, to clearly identify Bid Scope (inclusions & exclusions), Unit Prices and Alternates (both scheduled and voluntary) and any other Clarifications or Qualifications of inconsistencies or discrepancies in the bid documents.

1.07 EXECUTION OF CONTRACT. A. The Owner, Architect and Construction Manager reserve the right to accept any proposal, to reject any and all proposals, or to negotiate contract terms with the various Proposers, when such is deemed by the Owner, Architect and Construction Manager to be in his best interest.

B. Each Proposer shall submit with the proposal, a completed and up-to-date Subcontractor’s Qualification Statement , unless such forms have been presented to the Construction Manager within 60 days prior to the proposal. Copy of this form is included at the end of this section.

C. Notwithstanding any delay in the preparation and execution of the formal contract agreement, each Proposer shall be prepared, upon written notice of proposal acceptance, to commence work on or before a date stipulated in an official written order from the Construction Manager.

D. The accepted Proposer shall assist and cooperate with the Construction Manager in preparing the formal contract agreement, and within 10 days following its presentation shall execute same and return it to the Construction Manager.

E. Form for the contract agreement will be as stipulated in the Construction Manager’s Special Conditions for Trade Contractors and Suppliers and included in the specifications.

1.12 SALES TAX EXEMPTION

A. The Owner qualifies for exemption from State and Local Sales Taxes as set forth in the Owner- Construction Manager Agreement.

END OF DOCUMENT BID FORM Mesquite Fire Station No. 4 Mesquite, TX

Vendor Name: ______

Vendor Address: ______

Contact Name: ______

Phone / Fax No.’s: ______

Email Address: ______

The undersigned, having thoroughly examined the Bid Documents itemized below and the site of the proposed work, and being familiar with all the components surrounding the work, hereby proposes to furnish all labor, material, equipment, supervision, applicable taxes and insurance necessary to complete ______(scope of work) for the Mesquite Fire Station No. 4, 816 Rodeo Center Blvd., Mesquite, TX 75149.

I. BID ITEM 1 – SITEWORK All Base Bid sitework. This includes vehicular and pedestrian pavements, hardscapes, landscape & irrigation, fencing, site signage, site lighting & security, site utilities, etc.

BASE BID ……………….…………………………………….……………. $ ______

II. BID ITEM 2 – BUILDINGS All Base Bid building components, including connections to site utilities, emergency generators, etc.

BASE BID ………………………………………………….………………... $ ______

III. BID ALTERNATES Bid alternates, as defined in Specification Section 01 2300: Alternates and as indicated on the drawings. ALTERNATE 1 – Delete Parking Spaces (DEDUCT) ……... $ ______

ALTERNATE 2 – Artificial Turf Instead of Grass (ADD) ... $ ______

ALTERNATE 3 – Perimeter Fencing (ADD) …………..………. $ ______

Page 1 of 3

BID FORM Mesquite Fire Station No. 4 Mesquite, TX

III. BID ALTERNATES (con’t)

ALTERNATE 4 – Delete Aluminum Shade (DEDUCT) …….. $ ______

ALTERNATE 5 – Provide Panelite Glazing (ADD) …………. $ ______

ALTERNATE 6 – Sectional OH Door Instead of 4-Fold Doors at West Elevation

(DEDUCT) …………………………………………………..... $ ______

ALTERNATE 7 – Non-Emergency Fire Hydrant (ADD) …. $ ______

ALTERNATE 8 – Pre-Fab Canopies (ADD) …………………….. $ ______

ALTERNATE 9A – Masonry Seating Wall and Foundation with New Face Brick

(ADD) …………………………………………………………….. $ ______

ALTERNATE 9B – Masonry Seating Wall and Foundation with Salvaged Face Brick from

Existing Fire Station (ADD) …………………………….. $ ______

ALTERNATE 10 – High-Volume, Low Velocity Fan (ADD) $ ______

ALTERNATE 11 – Interior Window Treatments (ADD) …. $ ______

(Bidders must acknowledge receipt & review of the following Bid Documents by checking the appropriate box):

£ Drawings dated Jan. 09, 2019 as Itemized in Section 00 0015; £ Project Manual, Volumes 1 & 2 dated Jan. 09, 2019; £ Addendum No. ____ dated ______; £ Addendum No. ____ dated ______; £ Asbestos Survey performed by ERI Consulting dated May 08, 2018; £ Roof Asbestos Survey performed by ERI Consulting dated Dec. 11, 2018; £ Geotechnical Report prepared by Alpha Testing dated May 24, 2018; £ Specified Wage Rates as specified in Section 01 1000 and 01 1000A; £ Section 00200 – Invitation to Propose; £ Section 00400 – Instructions to Proposers; £ Section 00900 – CM Special Conditions;

Page 2 of 3

BID FORM Mesquite Fire Station No. 4 Mesquite, TX

£ SEDALCO Subcontract Agreement (Sample Form) £ SEDALCO Design-Build Subcontract Agreement (Sample Form) £ SEDALCO Purchase Order Agreement (Sample Form) £ This Bid Form

Date Submitted: ______

Signed: ______

(Print Name): ______

Title: ______

--End of Document--

Page 3 of 3

SUBCONTRACTOR QUALIFICATION STATEMENT

The information included herein shall not be disclosed outside SEDALCO and will not be duplicated, used or disclosed - in whole or in part – for any purpose other than to serve as an element for consideration in award of contract.

Name of Firm: ______

( ) Corporation ( ) Partnership ( ) Proprietorship

Address: ______

Telephone: ______Fax: ______Email: ______

How long has your company been in business under this name? _____year(s)

Parent Company: ______

Owners and/or Partners

Name Percentage of Ownership

______% ______% ______% ______%

Affiliates, Divisions & Subsidiaries (add sheets as required)

Name: ______Address: ______Telephone: ______Fax: ______

FOR CORPORATION ONLY

______Date of Incorporation Name of State(s) in which incorporated

If not incorporated in Texas: Give Certificate of Authority to do business in Texas.

Certificate No. & Date: ______

______President’s Name Vice President’s Name

______Secretary’s Name Treasurer’s Name

FOR PARTNERSHIP ONLY

______Is the Partnership: Date of Organization General Limited Association

Names and addresses of all partners (include zip codes): (Use additional sheet if necessary.)

1) ______2) ______3) ______

FINANCIAL CONDITION

Dunn & Bradstreet Rating and ID Code: ______

Maximum Bonding Capacity: ______

Individual Project Bonding Company (Name and Address): ______Phone: ______Fax: ______

Aggregate Bonding Company (Name and Address): ______Phone: ______Fax: ______

Attach statement of Financial Condition, including Contractor’s latest regular dated financial statement or balance sheet which must contain the following items:

CURRENT ASSETS: (Cash, joint venture accounts, accounts receivable, accrued interest on notes, deposits and materials and prepaid expenses), net fixed assets and other assets.

CURRENT LIABILITIES: (Accounts payable, notes payable, accrued interest on notes, provision for income taxes, advances received from owners, accrued salaries, accrued payroll taxes), other liabilities and capital, (capital stock, authorized and outstanding shares par values, earned surplus).

______Date of Statement or Balance Sheet Name & Address with Zip Code

Bank Reference: ______

Finance/Credit References:

Institution Name: ______Address: ______

Name of Contact: ______Telephone No.: ______Fax No.: ______

Institution Name: ______Address: ______

Name of Contact: ______Telephone No.: ______Fax No.: ______

Institution Name: ______Address: ______

Name of Contact: ______Telephone No.: ______Fax No.: ______

Attach a copy of your current Certificate of Insurance indicating your standard coverage on General Liability, Automobile Liability, Excess Liability and Worker’s Compensation.

GENERAL CONTRACTOR REFERENCES (Contracted with in the Past Three (3) Years)

General Contractor Project $ Amount Contact Phone

______

What is the largest contract you have completed? U.S. $ ______

Year

Business Volume

Average annual billable volume during the past five years U.S. $ ______

Estimated billable volume this year: U.S. $ ______

Estimated volume carryover next year: U.S. $ ______

Contract Values

Preferred Contract Value: _____ 50,000.00 (and under) _____ 50,000.00 - 100,000.00 _____ 100,000.00 - 300,000.00 _____ 300,000.00 - 500,000.00 _____ 500,000.00 - 1,000,000.00 _____ 1,000,000.00 - 5,000,000.00 _____ 5,000,000.00 - 10,000,000.00

Maximum contract value that can be handled effectively: U.S. $ ______over ______months.

GENERAL INFORMATION

Percent of Work Done by Own Employees: ______%

No. of Years in business: ______

If you have done business under a different name, please give name and address. ______

Has firm ever failed to complete a project or defaulted on a contract? Yes No

If so, state where and why: ______

Has firm ever been engaged in litigation over any contract? Yes No

If so, state where and why. ______

♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦

A. MAJOR MATERIAL SUPPLIERS TO BE USED ON THIS PROJECT:

1) Supplier’s Name: ______Material to be Purchased ______

2) Supplier’s Name: ______Material to be Purchased ______

3) Supplier’s Name: ______Material to be Purchased ______

B. LOWER TIER SUBCONTRACTORS THAT WILL BE USED ON THIS PROJECT:

1) Subcontractor’s Name ______Work to be Performed ______

2) Subcontractor’s Name ______Work to be Performed ______

3) Subcontractor’s Name ______Work to be Performed ______

4) Subcontractor’s Name ______Work to be Performed ______

(attach additional sheets if necessary)

C. Will your employees be on your direct company payroll or will they be furnished to you though a labor service contractor? ______

If you use a labor service contractor, please furnish the following information:

Name of Labor Service Contractor: ______Contact Person: ______Address: ______Telephone No.: ______Fax No. ______

(Labor Service will be required to maintain contractual insurance .)

PERSONNEL

Total Permanent Employees:

Craftsmen _____ Supervision/Admin ____ Laborers _____

Highest manpower level in past three years: ______Lowest manpower level in past three years: ______

Proposed organization for the execution of the work; listing all personnel committed to participate in the execution of the work, including their previous experience and positions held in previous jobs. (Attach resumes.)

Name Present Years of Typical Type of Work Position Experience Amount Responsibility or Office Proposed Project Manager Proposed Project Superintendent Other

EQUIPMENT

List the major equipment, types and quantity proposed for the execution of the work. Identify as owned or leased. ______

OTHER

List any specific ideas concerns, comments or statements concerning this project, which may influence our decision to award this work to your firm. ______

LONG LEAD ITEMS

List any items that cannot be procured within 3 weeks or less. ______

CURRENT COMPLETED PROJECTS

List the major construction contracts your company has under contract or completed over the past 5 years on the attached sheets.

SAFETY

Performance

1) What is your company’s Interstate Worker’s Compensation Experience Modification Rate (EMR) for the last four years? In addition, please provide your EMR rate for the previous four years on your insurance underwriter’s letterhead.

2) Do you complete an OSHA 300 Log on a regular basis? Yes No

Safety Programs and Policies

3) Do you have a written safety, health and environmental program or manual for your company? Yes No If yes, please provide us with a copy.

4) Does your policy include a graduated system of enforcement for non-compliance (for example, progressive discipline) with safety and health requirements? Yes No If yes, please describe your system on a separate sheet.

5) Do you have a written hazard communication program? Yes No If yes, please provide us with a copy.

6) Do you maintain an on-site MSDS file with an index for hazardous chemicals? Yes No

7) Do you have a substance abuse policy? Yes No

8) Do you have a safety orientation program for new employees? Yes No If yes, what does it include?

9) Do you prequalify your subcontractors based on their safety performance? Yes No

10) Do you have any safety training programs for your employees? Yes No If yes, please describe the programs.

11) Do you take any precautions to provide first aid or other medical services if one of your employees is injured on the jobsite? Yes No If yes, please describe.

Safety and Oversight

12) Do you have a full time safety director? Yes No

13) Do you appoint one of your employees as an on-site safety coordinator? Yes No

14) Do you provide safety meeting topics for on-site safety coordinators? Yes No If yes, state the frequency.

15) Do you hold on-site safety or “tool box” meetings for your employees and your sub- subcontractors’ employees? Yes No

16) Do you have Spanish speaking employees working for you? Yes No

17) Do you provide bilingual safety training for your Spanish speaking employees? Yes No

18) Do you lease your employees from a leasing company? Yes No

Inspections

19) Do you conduct job site safety inspections of general working conditions? Yes No If yes, describe who conducts them, how often, and if a written report is kept.

20) Do you conduct equipment inspections that comply with applicable government requirements? Yes No If yes, describe who conducts them, how often, and if a written report is kept.

Training Programs (SEDALCO believes in training. Subcontractors with documented training plans in place are preferred in Subcontractor selection process.)

1) Does your firm have a published training program?

Yes No

2) If yes, describe how training is performed.

3) How is training financed?

Signature:

Dated this ______day of ______, ______.

Company Name: ______

By: ______Title: ______

Mr./Ms. ______hereby being duly sworn deposes and says that the information provided herein is true and sufficiently complete so as not to be misleading.

Subscribed and sworn before me this ______day of ______, ______.

______NOTARY PUBLIC

SEAL

______TYPE OR PRINT NAME

My Commission Expires: ______

SEDALCO ISSUE DATE: AUG 2008(rev.3.31.16)

CURRENT PROJECTS

List the major construction projects your organization has underway on this date:

PROJECT OWNER PHONE NO. GENERAL PHONE NO. CONTRACT PERCENT SCHEDULED CONTRACTOR AMOUNT COMPLETE COMPLETION

PROJECTS COMPLETED WITHIN THE LAST THREE (3) YEARS

List the major construction projects your organization has completed within the past three (3) years:

PROJECT OWNER PHONE NO. GENERAL PHONE NO. CONTRACT PERCENT SCHEDULED CONTRACTOR AMOUNT COMPLETE COMPLETION

SECTION 00900 CONSTRUCTION MANAGER’S SPECIAL CONDITIONS FOR SUBCONTRACTORS AND SUPPLIERS

Mesquite Fire Station No. 4, Mesquite, TX

PART 1 – GENERAL

1.01 RELATED DOCUMENTS

A. Provisions established within the General and Supplementary General Conditions of the Contract, Division 1 – General Requirements, and the Drawings are collectively applicable to this Section.

1.02 RELATED SECTIONS/DOCUMENTS

A. Instructions to Bidders

B. General Conditions: Provisions for use of site; Owner Occupancy; Relations of Contractor – Subcontractors.

1.03 DESCRIPTION

A. The work comprises all work as described herein for the Mesquite Fire Station No. 4, 816 Rodeo Center Blvd., Mesquite, TX 75149

B. Indication of the drawings or mention in the specification of articles, materials, operations, or methods requires that the Subcontractor/Supplier provide each item indicated or mentioned of the quality or subject to the qualifications noted, and perform according to the conditions stated each operation described and provide therefore all necessary labor, equipment, services, and incidentals.

1.04 CONDITIONS OF THE CONTRACT

A. The General Conditions and Supplementary Conditions, bound herewith as preceding portions of these specifications, provisions of the Subcontract Agreement and Purchase Order Agreement, attached to this section, and the provision of this section, form a part thereof and shall govern the work under each section.

B. The Subcontractor/Supplier agrees, if their bid is accepted, to commence work on or before the date established in the written “Notice to Proceed” of the Owner and in accordance with the general parameters of the Construction Schedule as developed by the Construction Manager and to fully complete the Work within the completion dates included therein.

1.05 COORDINATION

A. Drawing details and other sections of these specifications covering work connected with or relating to that specified under a specific heading shall be examined for conditions which may affect that part of the work. Failure to do so will not relieve those furnishing materials and/or labor under a specific heading from supplying materials performing work reasonably necessary to properly coordinate their work with that of other trades.

Mesquite Fire Station No. 4 Mesquite, TX 1 of 5

1.06 SUBCONTRACT AGREEMENT/PURCHASE ORDER

A. EACH SUCCESSFUL AND QUALIFIED SUBCONTRACTOR WILL BE REQUIRED TO EXECUTE THE SUBCONTRACT AGREEMENT ATTACHED AT THE END OF THIS SECTION.

B. EACH SUCCESSFUL AND QUALIFIED MATERIAL SUPPLIER WILL BE REQUIRED TO EXECUTE THE PURCHASE ORDER AGREEMENT ATTACHED AT THE END OF THIS SECTION.

C. Submission of a bid is an acknowledgement of the terms and conditions of the Subcontract Agreement at the end of this section.

D. All references to “Contractor” in these documents shall be interpreted to refer to the Construction Manager.

1.07 LAYING OUT OF WORK AND MEASUREMENTS

A. Notwithstanding any provisions to the contrary, each Subcontractor will be responsible for all field engineering and layout of their respective work. Each Subcontractor shall also include any field verification of dimensions pertinent to fabrication of their work.

B. In all cases, figured dimensions and measurements at the site shall take precedence over scaled dimensions.

1.08 DISCREPANCIES

A. In case of discrepancies within the drawing, within the specifications, or between the drawings and specifications, the better quality or greater quantity, in the opinion of the Architect and Construction Manager shall be furnished and installed.

1.09 PROTECTION

A. Each Subcontractor shall take over and assume responsibility for the premises in the area of their work and shall provide and maintain all protections required by the governing laws, regulations, and ordinances. The Subcontractor shall be responsible for any loss or damage caused by him or his workmen to the property of the Owner or to the work or materials installed, and shall make good any loss or damage or injury without cost to the Owner or Construction Manager.

B. The protection of adjacent property shall include but will not necessarily be limited to the erection and maintenance of shoring, underpinning, and fences as necessary to protect and support existing work to be left in place.

C. Finished floors shall be protected against damage by workmen and equipment during the performance of the work. Where materials are carried into the building, the building floors shall be covered to protect the work against dirt or grit being ground in.

D. Trees and shrubs on the site, which do not have to be removed for the new work, shall be protected against damage. No subcontractor shall remove or trim any trees and

Mesquite Fire Station No. 4 Mesquite, TX 2 of 5 shrubs in the area without the express approval of the Architect and Construction Manager and the proper tree removal permits.

E. Each subcontractor shall send proper notices, make necessary arrangements, and perform other services required for the care, protection, and maintenance of the Public Utilities, including fire plugs and wires and all other items of this character on and around the building site.

1.09 EROSION CONTROL

A. All subcontractors will be required to modify, repair, adjust, and add to the erosion control system and the provisions of the Storm Water Pollution Prevention Plan as developed plan by the Construction Manager. Prior to any such work, the subcontractor shall notify the Construction Manager/Superintendent.

B. Subcontractor may be required to execute formal compliance certification documentation with respect to the Storm Water Pollution Prevention Plan and other documentation as required to meet and satisfy the requirements of the Environmental protection Agency and/or the local governing authorities.

1.10 EXTRAS TO THE CONTRACT

A. Construction Manager intends to enforce and abide by all the provisions of the Subcontract Agreement as it pertains to compensation and claims for additional work performed.

1.11 INSURANCE REQUIREMENTS

A. Subcontractor shall refer to the attached Subcontract Agreement for all provisions regarding insurance requirements and limits.

B. Note the provisions requiring an Additional Insured Endorsements on the Liability portion of the required coverage and a Waiver of Subrogation in favor of the Construction Manager and its employees with regard to Worker’s Compensation Insurance. These provisions will be strictly enforced.

1.12 JOB CLEAN-UP

A. In addition to the requirements and provisions of the Subcontract Agreement, subcontractor will be required to comply with the following additional provisions regarding clean-up.

B. It is the responsibility of the Subcontractor to clean up trash and debris occasioned by the Work done hereunder on a daily basis and as directed by the Construction Manager and will at all times keep the project and premises clean of debris created by subcontractors activities..

C. In addition to the clean-up of subcontractors’ identifiable trash, the subcontractor will be required to participate in a general clean-up of the project under the direction of the Construction Manager as follows:

1. The Construction Manager will schedule a general clean-up of the project one day each week for duration of eight (8) hours.

Mesquite Fire Station No. 4 Mesquite, TX 3 of 5

2. Each Subcontractor who has worked on the project at any time during the previous week (a week is Sunday through Saturday) shall provide clean-up workers (Construction workers) on a participation basis based upon the total project manpower to be available at the time scheduled by the Construction Manager for the purpose of participating in the general clean-up of the entire project.

The number of clean-up workers to be provided by the Subcontractor shall be proportionate to the average number of employees for the current work.

1 to 10 workers 1 clean-up worker 11 to 20 workers 2 clean-up workers 21 to 30 workers 3 clean-up workers

3. If the Subcontractor has no employee on the project during the current week, then he will not be required to participate in the general clean-up for that week.

4. Each Subcontractor will be responsible for the participation of its subcontractors in the general clean-up work. Each subcontractor will provide clean-up workers in the same proportionate basis as established above. Each subcontractor shall provide their clean-up worker with a shovel and broom.

5. If at any time a Subcontractor fails to participate as required by this section in the general clean-up of the project, removal of trash and debris as occasioned by the work done hereunder, or fails to perform other clean-up work as directed by the Construction Manager, the Construction Manager shall provide such clean-up labor and shall charge the Subcontractor $150 for each man/day of occurrence. In the event of such instances, the Construction Manager will notify the Subcontractor and a deductive Change Order will be issued for the amount of the expense and this amount will be retained from the Subcontractors next Application for Payment.

6. Construction Manager will supply a dumpster for the use of the subcontractors. Certain subcontractors may be responsible for the hauling of their own debris and cannot use the dumpster. This requirement will be identified in the subsequent specifications for that work.

1.13 SAFETY

A. IT IS THE RESPONSIBILITY OF THE SUBCONTRACTOR BY FEDERAL LAW TO COMPLY WITH ALL OF THE OCCUPATIONAL SAFETY AND HEALTH STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926 WITH ALL SUBSEQUENT AMENDMENTS) AS PROMULGATED BY THE OCCUPATIONAL SEAFETY AND HEALTH ADMINISTRATION (OSHA) OF THE U.S. DEPT. OF LABOR. THE CONSTRUCTION MANAGER MAY CONDUCT SAFETY INSPECTIONS. THE SUBCONTRACTOR WILL COOPERATE WITH THE CONSTRUCTION MANAGER AND OTHER SUBCONTRACTORS TO ENSURE THAT THE SITE IN MAINTAINED AS A SAFE WORK ENVIRONMENT. IT IS THE ADDITIONAL RESPONSIBILITY OF THE SUBCONTRACTOR TO ENSURE THAT ALL PERSONNEL, SUBCONTRACTORS, VENDORS, AND SUPPLIERS PERFORMING WORK ON THIS PROJECT KNOW, UNDERSTAND, AND AGREE TO COMPLY WITH ALL OSHA, FEDERAL, STATE AND LOCAL PROVISIONS.

Mesquite Fire Station No. 4 Mesquite, TX 4 of 5

B. SUBCONTRACTOR WILL COMPLY WITH SAFETY DIRECTIVES, IF ANY, ISSUED BY THE OWNER AND CONSTRUCTION MANAGER. EACH SUBCONTRACTOR IS FULLY RESPONSIBLE FOR ALL SAFETY MATTERS APPLICABLE OR RELATED TO SUBCONTRACTOR’S WORK. THE OWNER, ARCHITECT, AND CONSTRUCTION MANAGER ASSUME NO SAFETY RESPONSIBILITIES OR OBLIGATIONS OF ANY SUBCONTRACTOR OR ANY DUTY TO NOTIFY SUBCONTRACTOR OF ANY SAFETY ISSUE OR VIOLATION.

1.14 PAYMENT AND PERFORMANCE BONDS

A. Payment and Performance bonds are not required to bid this project. However, they may be required at the discretion of the Construction Manager. If the Subcontractor is bondable, they shall provide separate pricing in their proposals for the costs of furnishing Labor and Material Payment Bond and Performance Bonds for the project. Bonds shall be executed by a surety company acceptable to the Construction Manager. Each bond shall be an amount equal to one hundred percent (100%) of the contract price. The Performance Bond and Labor and Material Bond may be in or separate agreements in accordance with local law and are to be delivered to the Construction Manager, if required, no later than the date of the execution of the contract.

B. Only those surety companies listed as approved on the Department of Treasury’s Listing of Approved Sureties and authorized to do business in the State of Texas will be considered as acceptable sureties.

1.15 SITE ACCESS AND PARKING

A. Parking and laydown for this project may be limited. All subcontractors and suppliers must use the entrance and parking area designated by the Construction Manager.

1.16 STORAGE AND JOB TRAILERS

A. Site laydown and areas for storage trailers are extremely limited and will only be provided at the jobsite Superintendent’s discretion. All Subcontractors/Suppliers must schedule their deliveries accordingly at the time materials are needed.

1.17 EMPLOYEE BADGING

A. There are no employee badging requirements for this project.

1.18 WAGE RATES

A. Comply with Wage Rate requirements attached herein (reference Section 01 1000 in the Project Manual).

1.19 SCHEDULE

A. A Preliminary Project Schedule (MESQ Preliminary Schedule dated 02/05/2019) is included with the section for reference.

END OF SECTION

Mesquite Fire Station No. 4 Mesquite, TX 5 of 5

AGREEMENT BETWEEN CONTRACTOR AND SUBCONTRACTOR

SEDALCO, INC. 4100 FOSSIL CREEK BOULEVARD FORT WORTH , TEXAS 76137 TELEPHONE : (817) 831-2245 ************************* «ContNumber»

This Subcontract Agreement (“Agreement”) is effective by the execution of this Agreement by SEDALCO, INC. (“Contractor”) and by «Company» (“Subcontractor”), or by Subcontractor’s acceptance of the terms of this Agreement by commencement of the performance of the Subcontract Work described herein.

PROJECT: Full Name of Project Address of Project

OWNER: Full Legal Name of Owner Owner Address

The undersigned parties hereby agree as follows:

ARTICLE I SUBCONTRACT WORK

1.01 Scope of Subcontract Work. Subcontractor shall furnish and pay for all labor, materials, fuel, equipment, tools, machinery, and supplies for a complete «SCOPE» ; perform all work; obtain and pay for all necessary permits, licenses and fees; pay all state sales taxes, state and federal unemployment taxes, and all other taxes and fees associated with the subcontract labor or materials; provide all required construction layout and surveying; and do all things necessary to complete the work to be performed under this Agreement in accordance with the Contract Documents listed in Exhibit “A” (attached) and more specifically defined in Exhibit “B”, and Exhibit “C” (hereafter referred to as the “Subcontract Work”).

1.02 Contract Documents.

a. The Contract Documents shall include: (i) this Agreement; (ii) along with any attachments thereto; and (iii) all documents reflecting the agreement between the Contractor and the Owner for the construction of the Project, including, but not limited to, the plans, specifications, general conditions, special conditions, addenda, performance bond, and payment bond (the “Prime Agreement”). The Prime Agreement will be on file at the office of the Contractor, and available for Subcontractor’s review during normal business hours.

b. Subcontractor agrees that prior to acceptance of this Agreement hereunder Subcontractor will read the Contract Documents pertaining to said Agreement and be familiar with each and every part thereof affecting the Subcontract Work together with all related drawings, plans, specifications, and all general conditions and special conditions incidental thereto. Subcontractor further agrees that (i) this Agreement and the Prime Agreement contains the entire agreement of the parties; (ii) no representations or warranties of any kind have been made by Contractor or its employees, nor relied upon by Subcontractor, other than those expressed in this Agreement; and (iii) the terms and conditions of this Agreement are not in any way amended or modified by any prior negotiations, offers, bids, proposals, exclusions and/or agreements, whether written or oral, respecting the subject matter of this Agreement, and any such prior negotiations, offers, bids, proposals, exclusions and/or agreements are no longer of any force or effect. All modifications to this Agreement

AGREEMENT BETWEEN CONTRACTOR AND SUBCONTRACTOR PAGE 1 INITIALS : ______

accepted hereunder shall be in writing signed by the parties.

c. Subcontractor agrees that prior to acceptance of this Agreement hereunder, Subcontractor will be satisfied by examination as to the nature and location of the work specified therein; the character, quantity, and kinds of materials necessary; the adequacy of any surface or subsurface conditions necessary to assure proper performance of such work; the kinds and quantity of equipment needed; and other local conditions or matters affecting compliance with the Contract Documents. Subcontractor accepts these existing conditions for the performance of the Subcontract Work at the Subcontract Price.

d. The Subcontractor represents to the Contractor that the Subcontractor is knowledgeable and familiar with all statutes, codes, ordinances, rules and regulations applicable to the Subcontract Work. The Subcontractor further agrees that the Subcontractor will not proceed with any Subcontract Work that is in violation or variance with any such statute, code, ordinance, rule or regulation, and will promptly notify the Contractor in writing of any such violation or variance before commencing with the Subcontract Work.

e. Any questions arising with respect to interpretation of the Contract Documents applicable to this Agreement or any related drawings, plans, or specifications, or any other communication related to the performance of the Subcontract Work, shall be submitted through the Contractor for submission to the Owner or the Owner’s representative. The Subcontractor shall follow the directions of the Owner or the Owner’s representative, as conveyed by the Contractor, with respect to any such matters. The Subcontractor agrees that the Owner’s (or Owner’s representative’s) interpretation of the requirements of the Contract Documents shall be final, as long as such interpretation and/or decision is not in conflict with the terms of the Contract Documents.

f. Subcontractor agrees to become familiar with the respective rights, powers, benefits and liabilities of the Contractor and the Owner under the Prime Agreement and hereby agrees to comply with and perform all provisions thereof which are applicable to the Subcontract Work. Subcontractor agrees to be bound to the Contractor under this Agreement according to the same terms and conditions as the Contractor is bound to the Owner under the Prime Agreement applicable to said Work. The Subcontractor shall assume and perform all of the obligations and responsibilities of the Contractor under the Prime Agreement, which pertain or relate to the Subcontract Work as stated herein.

g. This Agreement, and all related Contract Documents, may be executed by Contractor’s and/or Subcontractor’s signature transmitted by electronic means, as allowed under State and Federal Law, and copies of this Agreement and all related Contract Documents that are transmitted by electronic means and delivered by means of electronic signatures shall have the same force and effect as copies executed and delivered with original signatures. Subcontractor agrees that all electronic signatures, whether transmitted by e-mail, facsimile and/or AdobeSign or other verified computer program utilized by Contractor, can be relied on by Contractor and shall have the same force and effect as Subcontractor’s original signature. Subcontractor agrees that an electronic signature may be introduced into evidence by Contractor in any proceeding arising out of or related to this Agreement and all related contract documents as if it were an original signature of an Authorized Agent of Subcontractor. Subcontractor further agrees that, at Contractor’s sole election, Subcontractor shall submit original written signatures for this Agreement and/or any other related Contract Documents.

ARTICLE II PERFORMANCE AND PROSECUTION OF WORK

2.01 Independent Contractor. The Subcontractor agrees that he is an independent contractor under this Agreement. The Subcontractor is exclusively and solely responsible for, and has control over, all construction means, methods, techniques, procedures, and/or supervision of the Subcontract Work including any means, methods, techniques, procedures, and/or supervision related to the safety of the Subcontractor’s employees and/or any other persons working in the area of the Subcontract Work.

2.02 Storage of Materials. The Subcontractor shall examine all equipment and materials furnished in connection with the Subcontract Work for compliance with the applicable Contract Documents. The Subcontractor shall then unload and properly store all such equipment and materials to prevent damage or loss. Contractor may deduct all AGREEMENT BETWEEN CONTRACTOR AND SUBCONTRACTOR PAGE 2 INITIALS : ______

costs for such damage or loss resulting from improperly stored materials from payments due to Subcontractor. If such costs exceed the unpaid Subcontract Price, Subcontractor shall pay the Contractor the balance of such excess upon demand.

2.03 Surface and Subsurface Conditions. The Subcontractor shall inspect surface and/or subsurface conditions affecting the Subcontract Work to assure that the Subcontract Work will be properly performed in accordance with the applicable Contract Documents. If any remedial work is required to the surface or subsurface, Subcontractor shall immediately notify Contractor in writing. IF SUBCONTRACTOR PERFORMS SUBCONTRACT WORK WITHOUT PROVIDING NOTICE THAT SUCH REMEDIAL WORK IS REQUIRED, SUBCONTRACTOR ACCEPTS ALL SURFACE AND SUBSURFACE CONDITIONS AND WAIVES ANY CLAIMS FOR EXTRA COMPENSATION TO REPAIR OR REMEDY SUCH CONDITIONS OR FOR REPLACEMENT OF THE SUBCONTRACT WORK ARISING OR RESULTING FROM DEFECTS IN THE SURFACE OR SUBSURFACE.

2.04 Protection of Work. Subcontractor shall take necessary precautions to properly protect the Subcontract Work and the work of the Contractor and other subcontractors. The Subcontractor shall promptly repair any damage it causes to the work of the Contractor or other subcontractors. If Subcontractor fails to promptly repair such damage, the Contractor may deduct the costs of such repairs from payments due the Subcontractor. If such costs exceed the unpaid Subcontract Price, Subcontractor shall pay the Contractor the balance of such excess upon demand.

2.05 Inspection of Work. The Subcontractor shall provide sufficient, safe and proper facilities at all times for the inspection of the Subcontract Work by the Contractor or its authorized representatives. Subcontract Work not meeting the specifications or intent of the applicable Contract Documents, including, but not limited to, the drawings, plans and specifications, shall be removed, rebuilt and retested to conform to the requirements of the Contract Documents, all at Subcontractor’s expense.

2.06 Cleanup. In the course of performing all Subcontract Work, the Subcontractor shall keep the construction site and work areas clean at all times of debris associated with the Subcontract Work and/or Subcontractor’s employees. Subcontractor shall remove from the Project all wastes and excess materials related to the Subcontract Work. If the Subcontractor shall fail to remove construction wastes and excess materials, Contractor may proceed to perform such duties, and may deduct all costs incurred in performing such duties from payments otherwise due Subcontractor. If such costs exceed the unpaid Subcontract Price, Subcontractor shall pay the Contractor the balance of such excess upon demand.

2.07 DBE Participation. If Subcontractor is to perform as a Disadvantaged Small, Minority, or Female-Owned Business Enterprise (“DBE”), Subcontractor (i) agrees that all work required will be performed, managed and supervised by Subcontractor’s own forces, except for work sub-subcontracted to others with Contractor’s prior written consent, and (ii) shall do all things necessary to comply with all applicable federal, state, or municipal laws, rules, regulations, or ordinances governing the Subcontractor’s performance and continuing certification as a DBE so that its performance will count toward Contractor’s DBE requirements in the Prime Agreement.

ARTICLE III TIME, SCHEDULES AND DELAYS

3.01 Time. Time is of the essence to this Agreement. Subcontractor shall begin the Subcontract Work as soon as instructed by the Contractor and shall prosecute the Subcontract Work promptly, efficiently and in a manner that will not cause delay in the progress of Contractor’s work or other work performed on the applicable Project by other subcontractors. ALL SUBCONTRACT WORK SHALL BE PERFORMED IN THE NUMBER OF DAYS SHOWN ON THE APPLICABLE PROJECT SCHEDULE.

3.02 Project Schedule. The Contractor from time to time may issue a Project Schedule applicable to the Subcontract Work. Subcontractor shall perform all Subcontract Work as scheduled by Contractor, unless Subcontractor notifies Contractor within three (3) calendar days after receipt of schedule requirements that the Subcontract Work cannot be performed within the time scheduled by Contractor. Contractor may, from time to time, reschedule the order of the Subcontract Work or otherwise revise Subcontractor’s schedule. Subcontractor agrees to comply with such AGREEMENT BETWEEN CONTRACTOR AND SUBCONTRACTOR PAGE 3 INITIALS : ______

schedule revisions without any increase to the Subcontract Price for acceleration or delays.

3.03 Performance Reports. Subcontractor shall furnish periodic progress reports of Subcontract Work as may be required by Contractor; and shall attend periodic conferences at the job site to discuss progress.

3.04 Damages for Delay to Contractor. Subcontractor shall be liable for any damages for delay sustained by Contractor caused directly or indirectly by Subcontractor; including, but not limited to, damages, liquidated or otherwise, for which Contractor is liable to Owner. Any such damages shall be deducted from payments due Subcontractor, and, if such damages exceed the amount of payments due, Subcontractor shall pay Contractor upon demand such excess damages due.

3.05 Time Extensions, Claims and Damages for Delay to Subcontractor. CONTRACTOR SHALL NOT BE LIABLE TO SUBCONTRACTOR FOR DELAYS, HINDRANCES, OR INTERRUPTIONS TO THE SUBCONTRACT WORK CAUSED BY THE ACT, NEGLECT OR DEFAULT OF THE OWNER OR OWNER’S REPRESENTATIVE, OR BY REASON OF FIRE OR OTHER CASUALTY, OR ON ACCOUNT OF RIOTS OR STRIKES, OR ON ACCOUNT OF ANY ACTS OF GOD, OR ANY OTHER CAUSES BEYOND THE CONTRACTOR’S CONTROL, OR ANY CIRCUMSTANCES CAUSED OR CONTRIBUTED TO BY ANY OTHER PARTY PERFORMING A PART OF THE WORK; but, Contractor will cooperate with Subcontractor to enforce any just claim against the Owner or Owner’s representative for delay as may be allowed under the applicable Prime Agreement. Contractor shall be reimbursed by Subcontractor for any expense, including attorney’s fees, incurred in connection with any claims asserted at the request of Subcontractor. SHOULD SUBCONTRACTOR BE DELAYED IN THE SUBCONTRACT WORK BY CONTRACTOR, THEN SUBCONTRACTOR’S SOLE AND EXCLUSIVE REMEDY AGAINST CONTRACTOR SHALL BE AN EXTENSION OF TIME FOR COMPLETION EQUAL TO THE DELAY CAUSED, AND THEN ONLY IF WRITTEN CLAIM FOR DELAY IS MADE TO CONTRACTOR PRIOR TO INTERFERENCE WITH THE SUBCONTRACT COMPLETION TIME. SUBCONTRACTOR WAIVES AND RELEASES CONTRACTOR FROM ALL CLAIMS AND CAUSES OF ACTION AGAINST CONTRACTOR FOR DAMAGES ARISING OUT OF ANY SUCH DELAYS, HINDRANCES, OR INTERRUPTIONS.

ARTICLE IV PRICE AND PAYMENTS

4.01 Subcontract Price. Contractor agrees to pay to Subcontractor the sum of «Dollars» for performance of the Subcontract Work hereunder, subject to adjustments for changes pursuant to Article V, Changes.

4.02 Progress Payments.

a. Subcontractor shall submit to the Contractor separate monthly applications for payment for the Subcontract Work performed. Such applications shall be submitted on the date specified by the Contractor to enable Contractor to include such amount in its application for payment to the Owner. The amounts of progress payments requested shall be based on the Contractor’s valuations of work performed by the Subcontractor, considering the schedule of values submitted by the Subcontractor of the various parts of the Subcontract Work aggregating the total price therefore. In applying for payment, the Subcontractor shall submit a statement based upon this schedule. Payments shall be made on account of materials not incorporated in the Work, but delivered and suitably stored at the site, only upon submission of evidence of payment from suppliers and only in accordance with the terms and conditions of the applicable Contract Documents. Monthly progress payment applications are due not later than the 25 th day of each month. Completed, notarized applications may be faxed or emailed with hard copies to follow by mail or hand delivery. Applications received after the 25 th day of the month will be considered for payment during the next period. No applications for payment will be processed and no payments will be made unless Subcontractor has submitted a sworn statement certifying the name of all Subcontractor’s unpaid materialmen and sub- subcontractors. Contingent upon Contractor’s receipt of payment for that month by the Owner, payments for such applications shall be due and payable in accordance with the statutory requirements of the Prompt Pay Act. Contractor may pre-pay any payment without waiving any of Contractor’s rights under this Agreement. Applications for payment shall be accompanied by completed lien waivers and/or bills paid affidavit forms as may be required by Contractor or Owner. AGREEMENT BETWEEN CONTRACTOR AND SUBCONTRACTOR PAGE 4 INITIALS : ______

b. Retainage of ten percent (10%) of the sums due hereunder shall be withheld until completion and acceptance of all Subcontract Work to be performed. Ten (10) days after all conditions precedent to Contractor’s obligation to make payment listed below have been completed and satisfied, Contractor’s payment of retainage shall be due if:

(i) Subcontractor has fulfilled the contract requirements for the Subcontract Work of both the Prime Agreement and this Agreement, including the submittal of all information required thereby;

(ii) Subcontractor has completed all Subcontract Work and the Subcontract Work has been inspected, approved and fully paid for by the Owner; and

(iii) Subcontractor has submitted to Contractor a Bills Paid Affidavit for the Subcontract Work and has a lien and/or bond claim release contingent only upon payment of the retainage amount.

c. In the event the Contractor believes any of the conditions listed below warrant such action, the Contractor may withhold from any payments due, sums deemed necessary to protect the Contractor or Owner from any losses on account of: (i) Defects in the Subcontract Work not remedied; (ii) Failure of the Subcontractor to pay bills for labor and/or materials furnished in connection with the Subcontract Work; (iii) Inability of Subcontractor to complete the Subcontract Work for the unpaid balance of the Subcontract Price; (iv) Failure of the Subcontractor to diligently prosecute the Subcontract Work such that damages for delay are likely; (v) Damages to another subcontractor; (vi) Breach by the Subcontractor of any provision or obligation of this Agreement or of the Prime Agreement applicable to such Subcontract Work; or (vii) Breach by the Subcontractor of any provision or obligation of another Subcontract Agreement with Contractor.

d. Contractor may in its sole discretion make any payments due hereunder by means of checks jointly payable to the Subcontractor and any of Subcontractor’s materialmen or sub-subcontractors. Subcontractor agrees that any such joint check payments made shall constitute payment to the Subcontractor under this Agreement for the full amount of such joint check.

e. In the event Contractor receives notice of a lien claim or bond claim from Subcontractor’s materialmen, sub- subcontractors or laborers, at any tier, Contractor may, at Contractor’s option, directly pay any such claimant. Any such direct payment to a claimant and any expenses in processing such claim and payment shall be deducted from payments otherwise due Subcontractor, and if such payments and expenses exceed the amount of payments due, Subcontractor shall pay Contractor upon demand such excess amount. Subcontractor and Contractor further agree that Contractor will incur substantial additional costs and expenses in administration of claims when a notice is received, that such costs would be difficult to ascertain, and that a reasonable sum may be levied as compensation to Contractor for each notice received, and that sum may be deducted from the Subcontract Price and from any payments due to Subcontractor, as liquidated damages for such administration.

f. If the Contractor fails to make payments to the Subcontractor which are due pursuant to the terms of this Agreement, after receipt of payment by the Owner for the Subcontract Work, then the Subcontractor may, upon seven (7) days written notice to the Contractor, stop work without prejudice to any other remedy the Subcontractor may have, but only if Contractor fails to cure after receipt of notice.

4.03 Final Payment. Contractor’s obligation to make final payment to Subcontractor is specifically contingent upon the following conditions, which are conditions precedent to final payment: (a) Submittal by the Subcontractor of an affidavit that all payrolls, bills for material and equipment, and other indebtedness connected with the applicable Subcontract Work, have been paid except for bills, invoices and/or indebtedness specifically listed and identified in the affidavit; (b) submittal by the Subcontractor of lien releases, or bond claim releases on bonded projects, indicating that all of the Subcontractor’s materialmen, laborers, and sub-subcontractors have been fully paid and are releasing all statutory lien rights and releasing all bond claims, except claims specifically listed and identified in the releases; (c) consent of Surety to final payment, if required; (d) approval by the Owner, Architect/Engineer, and Contractor of the Subcontract Work; and (e) receipt by the Contractor of all payments related to the Subcontract Work, including any retainage withheld by the Owner from the Contractor. SUBCONTRACTOR’S ACCEPTANCE OF FINAL PAYMENT SHALL CONSTITUTE A WAIVER OF ALL CLAIMS BY THE AGREEMENT BETWEEN CONTRACTOR AND SUBCONTRACTOR PAGE 5 INITIALS : ______

SUBCONTRACTOR RELATING TO THE SUBCONTRACT WORK OR TO THE SUBCONTRACTOR’S WORK CONNECTED WITH THE APPLICABLE PROJECT OR CONTRACT DOCUMENTS, BUT SHALL IN NO WAY RELIEVE THE SUBCONTRACTOR OF LIABILITY FOR THE OBLIGATIONS FOR REPLACING FAULTY OR DEFECTIVE WORK APPEARING AFTER FINAL PAYMENT.

ARTICLE V CHANGES AND ADDITIONAL COMPENSATION

5.01 Changes. Contractor, from time to time, without invalidating this Agreement, may order changes in the Subcontract Work within the general scope thereof consisting of additions, deletions or other revisions to the Subcontract Work. Subcontractor, prior to the commencement of such changed or revised work, shall promptly submit to the Contractor any claim for adjustment to the applicable Subcontract Price or Project Schedule because of such changed or revised work. All Change Orders, Modifications, Claims for Adjustments, and Notices provided in this Agreement shall be in writing.

5.02 Notice Required. SUBCONTRACTOR SHALL NOT BE ENTITLED TO ANY EXTRA COMPENSATION OR ADDITIONAL PERFORMANCE TIME UNLESS NOTICE IS GIVEN PRIOR TO BEGINNING THE WORK FOR WHICH CLAIM FOR EXTRA PAYMENT OR EXTRA TIME IS MADE; OTHERWISE, SUCH CLAIM SHALL BE WAIVED. Subcontractor shall not perform any changed, revised, or extra work unless prior to the performance of such work, either: (i) the Contractor and Subcontractor enter into a modification changing the Subcontract Price and/or Performance Schedule for such changed Subcontract Work; or (ii) the Contractor, after receiving the Subcontractor’s claim, provides the Subcontractor written notice to proceed with the changed, revised, or extra Subcontract Work absent such modification.

5.03 Finality of Owner’s Decision. Notwithstanding anything contained herein to the contrary, IF THE WORK FOR WHICH THE SUBCONTRACTOR CLAIMS EXTRA COMPENSATION TO BE DUE, IS DETERMINED BY THE OWNER, OR THE OWNER’S REPRESENTATIVE, TO BE SUCH THAT THE CONTRACTOR IS NOT ENTITLED TO ADDITIONAL COMPENSATION FOR SUCH WORK FROM THE OWNER, THEN SUBCONTRACTOR WAIVES ITS RIGHT TO EXTRA COMPENSATION FOR SUCH WORK AND RELEASES THE CONTRACTOR FOR ANY LIABILITY OF PAYMENT THEREFOR, EXCEPT TO THE EXTENT CONTRACTOR RECOVERS FROM OWNER ON A CLAIM PURSUED AT SUBCONTRACTOR’S REQUEST AND EXPENSE. Subject to Subcontractor’s right to participate in a proceeding disputing such a decision as provided in the applicable Prime Agreement, the decision of the Owner, or the Architect/Engineer as the Owner’s representative, shall be final with regard to whether extra compensation is due and with regard to the amount of such extra compensation.

5.04 Claims Against Owner. Contractor will cooperate with Subcontractor to submit any valid and enforceable claim against the Owner or Owner’s representative for extra compensation or other relief allowed under the applicable Prime Agreement. As a condition precedent to Contractor’s agreement to cooperate in the submittal of Subcontractor’s claim against the Owner, Subcontractor agrees to pay for any expense, including attorney’s fees, incurred in connection with claims asserted at the request of Subcontractor, including the pre-payment of any retainage fee that may be requested. The intended result of this Agreement is to permit pass-through claims as authorized by Texas law, within the express understanding that Contractor’s liability to Subcontractor on said claim is limited to the funds collected from Owner on the claims which Contractor asserts on behalf of Subcontractor, after deduction of Contractor’s actual cost (such as expert witness fees, attorneys’ fees, Court costs, etc.) incurred in pursuing said claims.

5.05 Proceeding with Work. If Subcontractor and Contractor do not agree upon either (i) whether or not the Subcontractor’s written notice requesting extra compensation constitutes changed work or additional work beyond the original scope of the Subcontract Work, or (ii) the reasonable amount of extra compensation due for the changed or extra work, then Subcontractor shall proceed with the work in accordance with the instructions of the Contractor. In such event, the Subcontractor shall maintain and present to the Contractor, in such form as the Contractor may prescribe, an itemized accounting of costs, together with appropriate supporting data, for all extra labor, materials, and equipment expended at the Project by the Subcontractor for the changed or additional work. For changed or additional work beyond the scope of the original Subcontract Work, the Subcontractor shall be entitled to recover, subject to the requirements for notice, all actual costs for labor, material, and equipment, AGREEMENT BETWEEN CONTRACTOR AND SUBCONTRACTOR PAGE 6 INITIALS : ______

expended at the project site for the changed or additional work, minus the costs for any deleted work, plus a sum equal to the percentage amount allowed in the Prime Agreement for Subcontractor’s overhead and profit. If the Prime Agreement does not specify a percentage or limitation for the Subcontractor’s overhead and profit, then the maximum amount of the Subcontractor’s overhead and profit shall be fifteen percent (15%) of its labor, material, and equipment actual costs. In the event that Subcontractor’s costs include second and third tier subcontractors, the aggregate sum of Subcontractor’s overhead and profit, together with all its lower tier subcontractors’ overhead and profit, shall not exceed the lesser of the percentage amount allowed by the Prime Agreement or twenty percent (20%) in addition to the actual costs for labor, materials, and equipment at the Project incurred by Subcontractor and all its sub-subcontractors.

ARTICLE VI INSURANCE AND INDEMNIFICATION

6.01 Insurance. a. PRIOR TO STARTING THE SUBCONTRACT WORK the Subcontractor shall procure and maintain in force (i) statutory workers’ compensation insurance for all Subcontractors’ employees and/or workmen at the Project performing the Subcontract Work, employers liability insurance, (ii) commercial general liability insurance, (iii) business automobile liability insurance, (iv) umbrella insurance, and (v) such other insurance to the extent required by the Prime Agreement for the Subcontract Work. The Subcontractor’s commercial general liability and, automobile liability insurance shall be primary and non-contributory; shall contain an endorsement listing the Owner and Contractor as additional insured (endorsement CG 20 10 10 01 and CG 20 37 10 01, or alternatively, endorsement CG 20 10 11 85, such that coverage is provided to the additional insured parties for completed operations); and shall be written for not less than limits of liability as follows:

(i) Worker’s Compensation/Employers Liability $1,000,000.00 Each Accident $1,000,000.00 Each Employee $1,000,000.00 Policy Limit

Workers’ Compensation Policy shall contain a Waiver of Subrogation endorsement in favor of SEDALCO, INC., its Officers, Directors and Employees and the Owner.

(ii) Commercial General Liability. $1,000,000.00 Each Occurrence $2,000,000.00 General Aggregate per Project $2,000,000.00 Products/Completed Operations Aggregate $1,000,000.00 Personal and Advertising Injury

Commercial General Liability Policy shall contain the following elements: • Contractual Liability • An endorsement listing SEDALCO, INC., its Officers, Directors and Employees and the Owner as Additional Insured (endorsement CG 20 10 10 01 and CG 20 37 10 01, or alternatively, endorsement CG 20 10 11 85, or equivalent, such that coverage is provided to the additional insured parties for completed operations), • A Waiver of Subrogation endorsement in favor of SEDALCO, INC., its Officers, Directors and Employees and the Owner, • A Primary and Non-Contributory endorsement

(iii) Business Automobile Liability. $1,000,000.00 Combined Single Limit

Automobile Liability Policy shall contain the following elements: • An endorsement listing SEDALCO, INC., its Officers, Directors and Employees and the Owner as Additional Insured,

AGREEMENT BETWEEN CONTRACTOR AND SUBCONTRACTOR PAGE 7 INITIALS : ______

• A Waiver of Subrogation endorsement in favor of SEDALCO, INC., its Officers, Directors and Employees and the Owner, • A Primary and Non-Contributory endorsement

(iv) Umbrella Liability Policy $5,000,000.00 Each Occurrence $5,000,000.00 Annual Aggregate endorsed per Project Aggregate

(v) Pollution Liability Policy $1,000,000.00 per Claim

b. The commercial general liability policy shall contain contractual liability and a products/completed operations. The umbrella insurance shall follow form all coverages described in this paragraph 6.01. The Subcontractor shall maintain the coverage listed above including the additional insured coverage and the completed operations coverage, for a period equal to the number of years identified in the construction defects statute of repose associated with the venue of the project. Subcontractor’s insurance coverage shall not include any of the following endorsements, excluding or limiting coverage:

(i) Contractual Liability Limitation, CG 21 39; (ii) Amendment of Insured Contract Definition, CG 24 26; (iii) Exclusion-Explosion, Collapse and Underground Property Damage Hazard, CG 21 42 or CG 21 43; (iv) Limitation of Coverage to Designated Premises or Project, CG 21 44 07 98; (v) Exclusion-Damage to Work Performed by Subcontractors on Your Behalf, CG 22 94 or CG 22 95; (vi) Any type of Construction Defect Completed Operations exclusion; (vii) Any type of Punitive, Exemplary or Multiplied Damages exclusion; and/or (viii) Any type of Habitational, Residential, or Condominium Exclusion.

c. All policies listed in this paragraph 6.01 including the Workers’ Compensation Policy shall contain a waiver of subrogation endorsement in favor of Contractor and its employees. Subcontractor shall execute a joint agreement to be filed with the Texas Department of Insurance, Division of Workers’ Compensation, stating the Subcontractor is an independent contractor.

d. Prior to starting the Subcontract Work, the Subcontractor shall deliver to Contractor an original Certificate of Insurance, meeting statutory requirements, which evidences the coverages and the endorsements required herein and which states that the coverages afforded under the policies will not be canceled or terminated unless at least 30 days written notice is given to the Contractor. If Subcontractor subcontracts any portion of the Subcontract Work, Subcontractor shall deliver to Contractor for each of Subcontractor's sub-subcontractors or employee leasing companies, an original Certificate of Insurance which evidences the same coverages and endorsements as required herein. Any Subcontractor that leases employees shall list Contractor as an Alternate Employer on Subcontractor’s workers’ compensation policy. All insurance companies providing coverage to Subcontractor pursuant to the requirements of this Agreement shall have a minimum Best’s Rating of A- and a Financial Size Category listing of no lower than VII, both as provided by A.M. Best Company, Inc. Upon request from Contractor, Subcontractor shall deliver a copy of all policies of insurance required herein.

e. Subcontractor shall be solely responsible for insuring Subcontractor’s equipment against physical loss or damage of any kind, and shall be responsible for the deductible portion of each claim covered by the Builder’s Risk Insurance procured by either the Owner or the Contractor.

f. SUBCONTRACTOR WAIVES ANY CLAIM AGAINST CONTRACTOR, OWNER OR THEIR EMPLOYEES AND OFFICERS, FOR ANY AND ALL LOSSES, INJURIES, DAMAGES OR EXPENSES WHICH ARE COVERED BY POLICIES OF INSURANCE, EXCEPT SUCH RIGHTS AS SUBCONTRACTOR MAY HAVE TO THE PROCEEDS OF SUCH INSURANCE.

6.02 Indemnification.

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a. ONLY TO THE EXTENT AND UNDER THE CONDITIONS ALLOWED UNDER TEXAS LAW AT THE TIME THIS CONTRACT WAS EXECUTED, SUBCONTRACTOR AGREES TO DEFEND, INDEMNIFY AND HOLD HARMLESS THE CONTRACTOR, THE OWNER, AND THEIR PARTNERS, OFFICERS, REPRESENTATIVES AND EMPLOYEES (THE “INDEMNIFIED PARTIES”) FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES, EXPENSES (INCLUDING ANY LITIGATION EXPENSES), AND/OR ATTORNEYS’ FEES ARISING OUT OF, RELATED TO, OR CONNECTED WITH, THE PERFORMANCE, OR FAILURE IN PERFORMANCE, OF THE SUBCONTRACT WORK UNDER THIS AGREEMENT, EVEN IF ANY SUCH CLAIM, DAMAGE, LOSS, EXPENSE, AND/OR ATTORNEYS’ FEES IS CAUSED BY A NEGLIGENT ACT OR OMISSION BY ANY OF THE INDEMNIFIED PARTIES. THE EXPRESSED INTENTION OF THE PARTIES IS THAT THE SUBCONTRACTOR’S INDEMNITY HEREIN WILL INDEMNIFY AND PROTECT THE INDEMNIFIED PARTIES FROM THE CONSEQUENCES OF THEIR OWN NEGLIGENCE, BUT ONLY TO THE EXTENT AND UNDER THE CONDITIONS ALLOWED UNDER TEXAS LAW. IF ANY PART OF THIS INDEMNIFICATION AGREEMENT IS DETERMINED TO BE VOID UNDER TEXAS LAW OR IS OTHERWISE CONTRARY TO TEXAS PUBLIC POLICY, THE PARTIES EXPRESSLY AGREE THAT THE SUBCONTRACTOR WILL INDEMNIFY THE INDEMNIFIED PARTIES TO THE MAXIMUM EXTENT ALLOWED UNDER TEXAS LAW.

b. In any and all claims against any of the Indemnified Parties by an employee of the Subcontractor, or anyone directly or indirectly employed by him or anyone for whose acts he may be liable, the indemnification obligation under this Paragraph 6.02 shall not be limited in any way by any limitation or bar under the Texas Workers’ Compensation Act, or other employee benefit acts.

ARTICLE VII BONDS AND WARRANTIES

7.01 Performance/Payment Bonds . If required by the Contractor, a Performance Bond and a Payment Bond in a form satisfactory to the Contractor shall be furnished in the full amount of the price of this Agreement. If the Contractor requires such Bonds after this Agreement is issued, the cost thereof shall be paid by the Contractor as a change to the Subcontract Work, otherwise it shall be included in the Subcontract Price. This obligation shall continue throughout the term of this Agreement and may be required at any time during the performance of Subcontract Work. These bonds shall be furnished by a certified company on the Department of the Treasury’s Listing of Approved Sureties (Department Circular 570), current as of the date the bonds are requested, with sufficient underwriting limitations published therein to cover the penal sum (face amount) of the bonds.

7.02 Conformance with Contract Documents. The Subcontractor warrants to the Owner and Contractor that all Subcontract Work shall be performed in a good and workmanlike manner and shall be free from any and all defects due to faulty workmanship and/or materials and shall comply with all requirements of the applicable Contract Documents. The Subcontractor shall promptly remove, replace, correct and/or repair any portion of the Subcontract Work that the Contractor or the Owner determines is defective or is not in compliance with the applicable Contract Documents. The Subcontractor further agrees to execute any special guarantees or warranties as provided by the terms of the Contract Documents and provide all close-out documents required by the Contract Documents in connection with the Subcontract Work, as a condition precedent to final payment.

7.03 Payments of Laborers and Materialmen. The Subcontractor warrants that all laborers, materialmen and sub- subcontractors, at any tier, providing labor, equipment, or materials for the Subcontract Work will be paid such that neither the Owner, nor Contractor, nor Owner’s property, nor Contractor’s Surety will be subject to any claims, liens, or encumbrances.

ARTICLE VIII SUPPLEMENTATION OF WORK AND TERMINATION

8.01 Supplementation by Contractor. Should the Subcontractor fail at any time to supply a sufficient number of AGREEMENT BETWEEN CONTRACTOR AND SUBCONTRACTOR PAGE 9 INITIALS : ______

properly skilled workmen and sufficient materials and equipment of the proper quantity or quality, as determined by the Contractor in its sole discretion, or fail in any respect to prosecute the Subcontract Work with promptness and diligence, or fail to promptly correct defective Subcontract Work or fail in the performance of any of the obligations contained in the applicable Prime Agreement, the Contractor may, at its option without notice, provide such labor, materials and equipment and deduct the cost thereof, together with all loss or damage occasioned thereby, from any money then due or thereafter to become due to the Subcontractor under this Agreement. If such cost, loss, and damage exceed the unpaid Subcontract Price, Subcontractor shall pay the Contractor the balance of such excess upon demand.

8.02 Termination of Work for Default. If the Subcontractor at any time shall refuse or neglect to supply sufficient properly skilled workmen, or materials or equipment of the proper quality and quantity, or fail in any respect to prosecute the Subcontract Work with promptness and diligence, or cause by any action or omission the stoppage or interference with the work of the Contractor or other subcontractors, or fail in performance of any of the covenants contained in the applicable Prime Agreement, or be unable to meet its debts as they mature, the Contractor may, at its option, at any time terminate the Subcontract Work for Subcontractor’s default by delivering written notice of termination to the Subcontractor. Thereafter, the Contractor may take possession of the materials and equipment of the Subcontractor at the Project, and through himself or others provide labor, equipment and materials to prosecute and complete the Subcontract Work on such terms and conditions as shall be deemed necessary. The Contractor shall deduct the cost thereof, including without restriction all charges, expenses, losses, costs, damages, and attorney’s fees, incurred as a result of the Subcontractor’s failure to perform, from any money then due or thereafter to become due to the Subcontractor under this Agreement. If such completion cost exceeds the unpaid Subcontract Price, Subcontractor shall pay Contractor the balance of such excess upon demand.

8.03 Termination of Work for Convenience. The Contractor may, at its option, at any time, terminate without Subcontractor’s default the whole or any part of the Subcontract Work for the convenience of the Contractor. Subcontractor agrees that upon any such termination, the Subcontractor’s sole remedy shall be payment of the lesser of: (i) the appropriate share of the amount which Contractor is paid under the Prime Agreement for the Subcontract Work properly completed by Subcontractor as of the date of such termination; or (ii) the value of all work properly performed by Subcontractor, less all payments Subcontractor has previously received for Subcontract Work performed. The value shall not exceed Subcontractor’s actual costs for labor, materials, and equipment, plus fifteen percent (15%) for profit and overhead. Subcontractor waives all claims for lost or anticipated profits, arising from or related to any such termination by Contractor.

8.04 Payments After Termination. If the Contractor terminates the Subcontract Work pursuant to 8.02 above, the Subcontractor shall not be entitled to any further payments under this Agreement until the Subcontract Work has been completed and accepted by the Owner, and payment has been received by the Contractor from Owner for any money then due or thereafter to become due to the Subcontractor under this Agreement. If the cost to complete the Subcontract Work (plus all charges, expenses, losses, costs, and attorney’s fees recoverable under this Agreement) exceeds the unpaid Subcontract Price, Subcontractor shall pay the Contractor the balance of such excess upon demand. In the event the Contractor terminates the Subcontract Work for default, as provided in paragraph 8.02, and the Subcontractor is subsequently found not to be in default, then the Contractor’s termination for default shall be deemed for all purposes to be a termination for convenience as provided in paragraph 8.03.

ARTICLE IX DISPUTE RESOLUTION

9.01 Dispute Resolution . Except as expressly provided herein, all claims, disputes and controversies arising out of or relating to this Subcontract, the Project, or claims for extra work or changed conditions to or related to the Subcontract Work, shall be decided by Arbitration in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association. Discovery matters shall be conducted in accordance with the Texas Rules of Civil Procedure, unless the parties agree otherwise. The arbitration hearing shall be in Fort Worth, Texas. The award rendered by the arbitration shall be final, and judgment may be entered upon the award in accordance with the Texas Arbitration Act. Provided, however, this agreement to arbitrate shall not apply to: (a) a claim by either party for contribution or indemnity asserted in litigation brought against Contractor by an Owner with whom the Contractor does not have an enforceable arbitration agreement, or by a derivative claimant of Subcontractor with whom Contractor does not have an enforceable arbitration agreement; or (b) a claim by the Subcontractor against AGREEMENT BETWEEN CONTRACTOR AND SUBCONTRACTOR PAGE 10 INITIALS : ______

the Contractor if the Contractor asserts said claim, in whole or in part, against the Owner in litigation. If the arbitrability of this Agreement is contested by either party, the issue shall be submitted to a court of competent jurisdiction, and the arbitration shall be stayed until the determination by the court.

9.02 Claims under Prime Agreement. In the event the Contractor and Owner or others arbitrate or litigate matters relating to Subcontract Work, it shall be the responsibility of the Subcontractor to prepare and present the Contractor’s case, to the extent the proceedings are related to the Subcontract Work under this Agreement, and Subcontractor shall be bound by the result of such litigation to the same degree as Contractor.

9.03 Continued Performance Pending Dispute Resolution. The Subcontractor shall carry on the Subcontract Work and maintain Subcontractor’s progress during any litigation proceedings.

9.04 Statute of Repose: The Subcontractor and Contractor agree that for purposes of this Agreement the statute of repose shall commence to run thirty (30) days after the final completion of the entire Project.

ARTICLE X ADDITIONAL OBLIGATIONS

10.01 Additional Obligations of Subcontractor. In addition to the other engagements of the Subcontractor hereunder, Subcontractor hereby agrees that with regard to this Agreement the Subcontractor shall:

a. Not discriminate against any employee or applicant for employment because of race, creed, color, age, sex, national origin, or disability.

b. Not assign rights under this Agreement or any amounts due or to become due hereunder without the written consent of the Contractor; nor subcontract the whole of any Subcontract Work without the written consent of the Contractor; nor further subcontract portions of any Subcontract Work without written notification to the Contractor.

c. Promptly submit shop drawings and samples as requested by Contractor, in order to carry on the Subcontract Work efficiently without delay in the progress of the Project. Subcontractor shall resubmit within three (3) working days, any shop drawings or submittals returned for correction.

d. Comply with all Federal, State and local laws and ordinances relating to construction of buildings or structures, or improvements and give adequate notices relating to the Subcontract Work to the proper authorities, and secure and pay for all necessary licenses or permits to carry on the Subcontract Work as described in the applicable Contract Documents.

e. Comply with Federal and State laws relating to reporting and payment of (i) wages (including but not limited to, the Davis Bacon Act if applicable), (ii) federal and state payroll taxes on wages, including but not limited to, Federal Income Tax withholding provisions of the Internal Revenue Code, Federal Insurance Contribution Act (FICA) payments, and Federal Unemployment Tax Act (FUTA) payments, and (iii) applicable state unemployment tax payments.

f. Comply with all Federal, State and local laws, including, but not limited to, the statutes and regulations promulgated pursuant to statute related to the Texas Workers’ Compensation Act; Consolidated Omnibus Budget Reconciliation Act (COBRA); Immigration Reform and Control Act of 1986; Consumer Credit Protection Act; Title 3, Title 7 of the 1964 Civil Rights Act; Age Discrimination Employment Act; Employees Retirement Income Security Act (ERISA); and Occupational Safety and Health Act of 1970 (OSHA), the Construction Safety Act of 1969, and the Clean Water Act, with all regulations promulgated by the Environmental Protection Agency including Storm Water Pollution Prevention Plan requirements. The Subcontractor shall defend and be responsible for all citations, fines and penalties, and shall indemnify and hold Contractor and all other subcontractors harmless from any loss sustained by reason of any failure to so comply. As an independent contractor, Subcontractor is exclusively responsible for compliance with these regulations and laws and for the safety of Subcontractor’s employees.

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g. For the Subcontract Work, maintain a qualified person approved by Contractor on the job at all times.

h. Adopt a Drug Free Workplace Program equal to or exceeding the Contractor’s Drug Free Workplace Program, including Subcontractor's pre-employment and post-accident testing of employees and Subcontractor’s permanent removal of employees failing tests or refusing to submit to tests.

i. Exercise every precaution necessary to eliminate asbestos and/or lead-containing materials from any of the materials incorporated in the Subcontract Work. If asbestos fibers or lead contaminants are found in materials associated with the Subcontract Work, the Subcontractor shall be responsible for determining the source of and removing all materials containing asbestos fiber or lead contaminants.

j. Promptly provide Contractor notice of any condition which could increase Contractor’s cost of the Subcontract Work or Contractor’s liability for claims or damages, to allow Contractor to confirm the condition and mitigate damages arising from the condition. SUBCONTRACTOR WAIVES ALL CLAIMS OR DAMAGES AND FULLY RELEASES CONTRACTOR FROM LIABILITY FOR ANY CLAIMS OR DAMAGES, WHICH ARISE PRIOR TO SUBCONTRACTOR’S NOTICE TO CONTRACTOR OF ANY SUCH CONDITION.

ARTICLE XI MISCELLANEOUS

11.01 Notices. All notices required to be given under this Agreement shall be deemed delivered when deposited in the United States mail, first class postage prepaid, addressed to the recipient at the following address, provided the notice is also transmitted via facsimile or email on the same day during normal business hours to the following facsimile number or email address:

CONTRACTOR: SEDALCO, INC. 4100 Fossil Creek Boulevard Fort Worth, Texas 76137 Telephone: (817) 831-2245 Facsimile: (817) 916-4193 EMAIL: «EMAIL_Project_Manager»

SUBCONTRACTOR: «Company» «Address_CityStateZip» Telephone: «Telephone» Facsimile: «Facsimile» EMAIL: «Contact_EMAIL»

Notices transmitted via facsimile or email after normal business hours shall be deemed delivered the following business day.

11.02 Conflicts in Terms . In the event there is a conflict between the terms of this Agreement, and the other Contract Documents applicable to the Work, the terms of this Agreement shall control over the other Contract Documents.

11.03 Attorney’s Fees . In the event that the Contractor is required to retain the services of an attorney to enforce this Agreement, or to defend against any cause of action, claim, or counterclaim brought by the Subcontractor on which the Subcontractor does not prevail, then the Contractor shall be entitled to recover the attorney’s fees and costs incurred, in addition to other remedies to which the Contractor is entitled under Texas law. In the event that the Subcontractor is required to retain the services of an attorney to enforce this Agreement, and the Subcontractor prevails in asserting a valid claim under this Agreement, then the Subcontractor shall be entitled to recover attorney’s fees and costs incurred, in addition to other remedies to which the Subcontractor is entitled under Texas law.

11.04 Unconditional Guaranty. To induce Contractor to enter into this Agreement with Subcontractor for the AGREEMENT BETWEEN CONTRACTOR AND SUBCONTRACTOR PAGE 12 INITIALS : ______

Subcontract Work as described therein, and for other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the undersigned Guarantor hereby unconditionally, irrevocably and absolutely, jointly and severally guaranties the performance of each and every obligation of Subcontractor, including warranties, under this Agreement, and/or any modifications or Change Orders issued pursuant to the terms of this Agreement. The obligation of the Guarantor shall be performable upon demand by Contractor and shall be unconditional, irrespective of any alleged irregularity or equitable discharge of any Surety. Guarantor hereby waives all diligence, presentment, demand, and protest, and agrees to fully and faithfully perform the Subcontractor’s obligations under this Agreement upon demand by Contractor. Guarantor further agrees that Contractor may demand performance of the obligations under this Agreement without any obligation by Contractor to first: (a) proceed against Subcontractor; (b) proceed against any surety bond or exhaust any collateral held by Contractor as security for performance of Subcontractor’s obligations guaranteed hereby; or (c) pursue any remedy it may now have or hereafter have against Subcontractor. Guarantor further agrees that at any time, without notice to Guarantor, Contractor and Subcontractor may agree to: (a) extend the time for Subcontractor’s performance or compliance within any covenant, agreement, or warranty under this Agreement; (b) amend or change the scope of any Subcontract Work by Change Order; or (c) alter or amend any time for payment or amounts of payment, whether such payments are partial payments or final payment; all without affecting the liability and obligation of Guarantor. Guarantor hereby acknowledges that the withdrawal from, termination of, or restructuring of, any ownership interest that Guarantor may have in Subcontractor, shall not alter, affect, or in any way limit the obligations of the Guarantor hereunder. Guarantor further consents and agrees that this guaranty agreement shall be subject to and governed by the terms of the dispute resolution provisions in this Agreement and that any claims by either Guarantor or Contractor arising out of or relating to the obligations of this guaranty agreement shall be subject to the dispute resolution clause in this Agreement. Guarantor hereby agrees that in the event of the termination, liquidation, or dissolution of Subcontractor, this unconditional guaranty shall continue in full force and effect. The obligations of Guarantor shall not terminate until Subcontractor has fully performed all obligations under this Agreement, including any and all modifications thereof, and any warranties hereunder.

EXECUTED in Tarrant County, Texas on this ____ day of ______20____.

CONTRACTOR: SUBCONTRACTOR:

SEDALCO, INC. «Company»

BY: ______BY: ______[PROJECT MANAGER], Project Manager [SUBCONTRACTOR’S OFFICER], [TITLE]

GUARANTOR:

______[GUARANTOR]

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AGREEMENT BETWEEN CONTRACTOR AND DESIGN/BUILD SUBCONTRACTOR

SEDALCO, INC. 2554 EAST LONG AVENUE FORT WORTH, TEXAS 76137-4801 TELEPHONE: (817) 831-2245 ************************* «ContNumber»

THIS AGREEMENT (“Agreement”) is effective as of the execution of this Agreement by and between the Contractor and the Design/Build Subcontractor or by the Design/Build Subcontractor’s acceptance of the terms of this Agreement by commencement of the performance of the Subcontract Work described herein.

PROJECT: Full Name of Project Address of Project

OWNER: Full Legal Name of Owner Owner Address

The parties to this Agreement are:

Contractor: SEDALCO, INC. (“Contractor”) and the Design/Build Subcontractor: «Company» (“Design/Build Subcontractor”) «Address_CityStateZip» «Telephone»

NOW, THEREFORE, the undersigned parties agree as follows:

ARTICLE I GENERAL PROVISIONS

1.1 Prime Agreement. The terms and conditions of the agreement between the Owner of the Project (“Prime Agreement”) are incorporated herein by reference. Design/Build Subcontractor agrees that prior to entering into this Agreement, Design/Build Subcontractor has read the Prime Agreement, is familiar with each and every provision relating to the Subcontract Work, and agrees to comply with and perform all provisions which are applicable to Design/Build Subcontractor’s work under this Agreement. To the extent that the terms of the Prime Agreement pertain to the Subcontract Work, Design/Build Subcontractor assumes towards the Contractor all the same obligations, duties, and remedies that the Contractor assumes towards the Owner in the Prime Agreement.

1.2 Scope of Subcontract Work. The part of the Project for which Design/Build Subcontractor is to provide design and construction services is herein called the “Subcontract Work.” Design/Build Subcontractor shall be responsible for the adequacy of the design and the accuracy of the plans for the Subcontract Work. Design/Build Subcontractor shall furnish and pay for all labor, materials, fuel, equipment, tools, machinery, and supplies for a complete «Scope»; perform all work; obtain and pay for all necessary permits, licenses and fees; pay all state sales taxes, state and federal unemployment taxes, and all other taxes and fees associated with the Subcontract Work; provide all required design, construction layout and surveying; and do all things necessary to complete the Subcontract Work in accordance with the Contract Documents listed in Exhibit “A” (attached) and more specifically defined in Exhibit “B”, and Exhibit “C”. Design/Build Subcontractor shall be responsible for coordinating the Subcontract Work with, and resolving any controversies between, the remaining services provided by the Contractor or its other subcontractors retained to provide services under the Prime Agreement.

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1.3 Contract Documents.

(a) The Contract Documents shall include: (i) this Agreement, (ii) along with any attachments thereto, (iii) any documents created or produced by Design/Build Subcontractor; and (iv) all documents reflecting the Prime Agreement between the Contractor and the Owner, including, but not limited to, the plans, specifications, general conditions, special conditions and addenda.

(b) Design/Build Subcontractor agrees that prior to acceptance hereunder Design/Build Subcontractor will read the Contract Documents pertaining to said Agreement and be familiar with each and every part thereof affecting the Subcontract Work together with all related drawings, plans, specifications, and all general conditions and special conditions incidental thereto. Design/Build Subcontractor further agrees (i) this Agreement and the Prime Agreement contains the entire agreement of the parties; (ii) no representations or warranties of any kind have been made by Contractor or its employees other than those expressed in this Agreement; and (iii) the terms and conditions of this Agreement are not in any way amended or modified by any prior negotiations and/or agreements respecting the subject matter of this Agreement, and any such prior negotiations, offers, bids, proposals, exclusions, and/or agreements are no longer of any force or effect. All modifications to this Agreement accepted hereunder shall be in writing signed by the parties.

(c) Design/Build Subcontractor agrees that prior to acceptance of this Agreement hereunder, Design/Build Subcontractor will be satisfied by examination as to the nature and location of the work specified therein; the character, quantity, and kinds of materials necessary; the adequacy of any surface or subsurface conditions necessary to assure proper performance of such work; the kinds and quantity of equipment needed; and other local conditions or matters affecting compliance with the Contract Documents. Design/Build Subcontractor accepts these existing conditions for the performance of the Subcontract Work at the Subcontract Price.

(d) Any questions arising with respect to interpretation of the Contract Documents applicable to this Agreement or any related drawings, plans, or specifications, or any other communication related to the performance of the Subcontract Work, shall be submitted through the Contractor for submission to the Owner or the Owner’s representative. Design/Build Subcontractor shall follow the directions of the Owner or the Owner's representative, as conveyed by the Contractor, with respect to any such matters. Design/Build Subcontractor agrees that the Owner's (or his representative's) interpretation of the requirements of the Contract Documents shall be final in matters relating to artistic effect, as long as such interpretation and/or decision is not in conflict with the terms of the Contract Documents.

(e) Design/Build Subcontractor agrees to become familiar with the respective rights, powers, benefits and liabilities of the Contractor and the Owner under the Contract Documents and hereby agrees to comply with and perform all provisions thereof which are applicable to the Subcontract Work. Design/Build Subcontractor agrees to be bound to the Contractor under this Agreement according to the same terms and conditions as the Contractor is bound to the Owner under the Prime Agreement. Design/Build Subcontractor shall assume and perform all of the obligations and responsibilities of the Contractor under such Contract Documents, which pertain or relate to the Subcontract Work as stated herein.

(f) This Agreement, and all related Contract Documents, may be executed by Contractor’s and/or Subcontractor’s signature transmitted by electronic means, as allowed under State and Federal Law, and copies of this Agreement and all related Contract Documents that are transmitted by electronic means and delivered by means of electronic signatures shall have the same force and effect as copies executed and delivered with original signatures. Subcontractor agrees that all electronic signatures, whether transmitted by e-mail, facsimile and/or AdobeSign or other verified computer program utilized by Contractor, can be relied on by Contractor and shall have the same force and effect as Subcontractor’s original signature. Subcontractor agrees that an electronic signature may be introduced into evidence by Contractor in any proceeding arising out of or related to this Agreement and all related contract documents as if it were an original signature of an Authorized Agent of Subcontractor.

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Subcontractor further agrees that, at Contractor’s sole election, Subcontractor shall submit original written signatures for this Agreement and/or any other related Contract Documents.

ARTICLE II CONTRACTOR'S RESPONSIBILITIES

2.1 Available Information. Upon written request from Design/Build Subcontractor for specific information, the Contractor shall provide all available information regarding the requirements for and limitations pertaining to the design portion of the Subcontract Work.

2.2 Layouts and Tabulations. Upon Design/Build Subcontractor’s written request, the Contractor shall furnish to Design/Build Subcontractor all information available to the Contractor related to (i) layouts showing the location of connections, and (ii) tabulations giving sizes and loads of equipment designed, specified or furnished by others for incorporation into other parts of the Project.

2.3 Investigations, Surveys, Tests, Analyses and Reports. Design/Build Subcontractor shall recommend to the Contractor the investigations, surveys, tests, analyses, and/or reports which are required to be obtained from the Owner for the proper execution of Design/Build Subcontractor’s design services. These tests may include, but may not be limited to, soil borings, determinations of soil bearing values, evaluations of hazardous materials, grand corrosion tests, soil resistivity tests, structural tests, mechanical tests, chemical tests, tests for hazardous materials, and/or other environmental tests or inspections required by law or by the Prime Agreement. Design/Build Subcontractor accepts the investigations, surveys, tests, analyses, and/or reports furnished by the Owner or prepared by other consultants employed by either the Contractor or the Owner, as adequate for performing the Subcontract Work unless Design/Build Subcontractor specifically objects in writing to the adequacy, sufficiency, or accuracy of such investigations, surveys, tests, analyses, and/or reports. The services, information, surveys and reports provided by the Owner or Contractor pursuant to Design/Build Subcontractor’s written request to the Contractor, will be furnished at no expense to Design/Build Subcontractor. Design/Build Subcontractor shall be entitled to rely upon the accuracy of such services, information, surveys and reports provided by the Owner. Design/Build Subcontractor shall provide prompt written notice to the Contractor if Design/Build Subcontractor becomes aware of any errors, omissions, or inconsistencies in such services or information.

2.4 Contractor's Representative. The Contractor may designate a representative authorized to act on the Contractor's behalf with respect to the Subcontract Work. The Contractor or such designated representative shall render decisions pertaining to documents submitted by Design/Build Subcontractor.

ARTICLE III NON-EXCLUSIVE LICENSE

3.1 Reproduction and Use of Work Product. Design/Build Subcontractor grants to the Contractor a non- exclusive license to reproduce Design/Build Subcontractor’s drawings, specifications and other design documents, including those in electronic format (AWork Product@) for use solely with the Project. Design/Build Subcontractor shall provide the Contractor a copy of all Work Product upon request. The Contractor's non-exclusive license shall permit the Contractor to grant to the Owner a non-exclusive license to reproduce and utilize the Work Product for use solely with the Project. If required by the Prime Agreement, the license granted to the Contractor by Design/Build Subcontractor shall also include the right for the Contractor to provide to the Owner a reproducible copy of the Work Product for the purpose of constructing, using, operating, maintaining, remodeling, and expanding the Project.

3.2 Changes to Work Product. Until and unless this Agreement is terminated, the Contractor and Design/Build Subcontractor shall not make any changes to each other's Work Product without written permission from the other party.

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3.3 Maintenance of Records. Design/Build Subcontractor shall maintain on file and make available to the Contractor all design computations and calculations for the Subcontract Work and shall furnish copies to the Contractor upon the Contractor's request. Design/Build Subcontractor shall also maintain copies of the Work Product and all design computations and calculations for the Design/Build Subcontractor’s Work, in Design/Build Subcontractor’s records for a period equal to the number of years identified in the construction defects statute of repose associated with the venue of the project.

ARTICLE IV SCOPE OF DESIGN/BUILD SUBCONTRACTOR’S DESIGN SERVICES

4.1 Professional Services. Design/Build Subcontractor shall provide the Contractor with professional services in the same manner and to the same extent as the Contractor is bound by the Prime Agreement to provide such services to the Owner. Design/Build Subcontractor’s professional services will meet the highest standards of the engineering profession and shall be in compliance with all building codes, ordinances, regulations, laws and design standards applicable to the Subcontract Work.

4.2 Confidentiality. Design/Build Subcontractor shall maintain the confidentiality of information provided by the Owner or the Contractor to Design/Build Subcontractor, unless maintaining such confidentiality would violate the law, create risks of significant harm to the public, or prevent Design/Build Subcontractor from establishing a defense in a judicial proceeding. Design/Build Subcontractor shall require its employees, design professionals and subcontractors to agree to maintain the confidentiality of information provided by the Contractor or the Owner, as provided herein.

4.3 Design Development. Design/Build Subcontractor shall ascertain the requirements for the Subcontract Work and shall confirm such requirements with the Contractor. Design/Build Subcontractor shall review alternate systems with the Contractor, attend conferences pertaining to the Subcontract Work, prepare necessary analyses, drawings and other documents, be available for general consultation, and make recommendations regarding basic systems for the Subcontract Work. As required to assure compliance of the Subcontract Work with requirements of the Project, Design/Build Subcontractor shall consult with public agencies and other organizations concerning utility services and requirements, American with Disabilities Act requirements, Texas Accessibility Standards, National Pollution Discharge Elimination Systems (NPDES) requirements, applicable building code requirements, municipal subdivision ordinances and design requirements, and other requirements of statutes, codes, ordinances and rules governing the design and construction of the Project. Design/Build Subcontractor shall prepare Design Development Documents in accordance with these requirements and from the design criteria approved by the Contractor. The Design Development Documents shall consist of drawings and other documents to define and describe the Subcontract Work, including materials, equipment, component systems, and types of construction or installation as may be appropriate, all of which are to be approved by the Owner and the Contractor.

4.4 Construction Contract Documents. At the time authorized by the Contractor, Design/Build Subcontractor shall prepare from the Design Development Documents approved by the Contractor, drawings and specifications setting forth in detail the requirements for the construction of the Subcontract Work, all of which are to be approved by the Owner and the Contractor. Design/Build Subcontractor shall prepare the drawings, specifications, other design documents and contract conditions (AConstruction Contract Documents@) in such format as the Contractor may require. Design/Build Subcontractor shall assist the Contractor as necessary in connection with the filing of documents concerning the improvements pertaining to the Subcontract Work required for approval of governmental authorities having jurisdiction over the Project.

4.5 Review of Submittals. Design/Build Subcontractor shall review and take other appropriate action upon, any submittals pertaining to the Subcontract Work such as shop drawings, product data, and samples. After Design/Build Subcontractor’s review or other appropriate action, Design/Build Subcontractor shall timely forward the submittals to the Contractor for final disposition. Design/Build Subcontractor shall promptly respond in the review, approval or other appropriate action to assure that there is no delay in the construction schedule or in the work of the Contractor or its other subcontractors. If professional design services or

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certifications by design professionals related to systems, materials or equipment are specifically required for the Subcontract Work, Design/Build Subcontractor shall provide such services.

4.6 Interpretation of Contract Requirements. Upon request from the Contractor, Design/Build Subcontractor shall furnish the Contractor with reasonable promptness and in the writing or in the form of drawings, an interpretation of the Construction Contract Documents prepared by Design/Build Subcontractor. Design/Build Subcontractor shall assist the Contractor in determining whether the Contractor should reject work by other subcontractors for improvements pertaining to the Subcontract Work. Design/Build Subcontractor shall also assist the Contractor in determining whether additional inspection or testing is required.

4.7 Warranties. Design/Build Subcontractor shall provide the Contractor all written warranties and related documents required by the Prime Agreement with respect to the Subcontract Work. ARTICLE V PERFORMANCE AND PROSECUTION OF CONSTRUCTION WORK

5.1 Independent Contractor. Design/Build Subcontractor agrees that Design/Build Subcontractor is an independent contractor performing the Subcontract Work under this Agreement. Design/Build Subcontractor is exclusively and solely responsible for, and has control over, the methods and means for performing the Subcontract Work, and coordinating the Subcontract Work with the remaining services provided by the Contractor pursuant to the Prime Agreement.

5.2 Designated Representative. Design/Build Subcontractor shall designate a representative authorized to act on behalf of Design/Build Subcontractor with respect to the Subcontract Work.

5.3 Communications. Except as authorized by the Contractor, all communication between Design/Build Subcontractor and the Owner or other subcontractors for the Project shall be forwarded through the Contractor.

5.4 Qualifications. Design/Build Subcontractor warrants and represents that Design/Build Subcontractor and its employees and subcontractors are duly qualified, licensed and authorized by law to perform the professional services required to complete the Subcontract Work in accordance with this Agreement.

5.5 Design/Build Subcontractor’s subcontractors. Design/Build Subcontractor shall not engage the services of any subcontractors to perform the Subcontract Work until and unless Design/Build Subcontractor has notified the Contractor of the specific scope of work to be completed by such subcontractor and obtained the written approval of the Contractor for the Design/Build Subcontractor’s subcontracting of services required under this Agreement.

5.6 Coordination of Work. Design/Build Subcontractor shall provide copies of all drawings, reports, specifications, and other design documents and necessary information to the Contractor and other subcontractors for coordination and review during the course of the Project construction. Design/Build Subcontractor shall become familiar with the work by the Contractor and other subcontractors as necessary for the proper coordination of all aspects of the Subcontract Work. Design/Build Subcontractor shall coordinate its services with those of the Contractor and other subcontractors for the Project in order to avoid discrepancies, conflicts, and/or unreasonable delay in the orderly and sequential progress of the Contractor's work and other subcontractor's services.

5.7 Conflicts of Interests. Design/Build Subcontractor shall not engage in any activity, or accept any employment, interest or contribution that will be in conflict of interest with the Owner or the Contractor, or would reasonably appear to compromise Design/Build Subcontractor’s professional judgment with respect to the Subcontract Work.

5.8 Storage of Materials. Design/Build Subcontractor shall examine all equipment and materials furnished in connection with the Subcontract Work for compliance with the applicable Contract Documents. Design/Build

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Subcontractor shall then unload and properly store all such equipment and material to prevent damage or loss. The Contractor may deduct all costs for such damage or loss resulting from improperly stored materials from payments due to Design/Build Subcontractor. If such costs exceed the unpaid Subcontract Price, Design/Build Subcontractor shall pay the Contractor the balance of such excess.

5.9 Surface and Subsurface Conditions. Design/Build Subcontractor shall inspect surface and/or subsurface conditions affecting the Subcontract Work to assure that the Subcontract Work will be properly performed in accordance with the applicable Contract Documents. If any remedial work is required to the surface or subsurface, Design/Build Subcontractor shall immediately notify the Contractor in writing. IF DESIGN/BUILD SUBCONTRACTOR PERFORMS SUBCONTRACT WORK WITHOUT PROVIDING NOTICE THAT SUCH REMEDIAL WORK IS REQUIRED, DESIGN/BUILD SUBCONTRACTOR ACCEPTS ALL SURFACE AND SUBSURFACE CONDITIONS AND WAIVES ANY CLAIMS FOR EXTRA COMPENSATION TO REPAIR OR REMEDY SUCH CONDITIONS OR FOR REPLACEMENT OF THE SUBCONTRACT WORK ARISING OR RESULTING FROM DEFECTS IN THE SURFACE OR SUBSURFACE.

5.10 Protection of Work. Design/Build Subcontractor shall take necessary precautions to properly protect the Subcontract Work and the work of the Contractor and other subcontractors. Design/Build Subcontractor shall promptly repair any damage it causes to the work of the Contractor or other subcontractors. If Design/Build Subcontractor fails to promptly repair such damage, the Contractor may deduct the costs of such repairs from payments due Design/Build Subcontractor. If such costs exceed the unpaid Subcontract Price, Design/Build Subcontractor shall pay the Contractor the balance of such excess.

5.11 Inspection of Work. Design/Build Subcontractor shall provide sufficient, safe and proper facilities at all times for the inspection of the Subcontract Work by the Contractor or his authorized representatives. Subcontract Work not meeting the specifications or intent of the applicable Contract Documents, including, but not limited to, the drawings, plans and specifications, shall be removed, rebuilt and retested to conform to the Contract Documents, all at Design/Build Subcontractor’s expense.

5.12 Cleanup. In the course of performing all Subcontract Work, Design/Build Subcontractor shall keep the building, premises and work areas clean at all times of debris associated with the Subcontract Work and/or Design/Build Subcontractor’s employees. Design/Build Subcontractor shall remove from the Project all wastes and excess materials related to the Subcontract Work. If Design/Build Subcontractor shall fail to remove construction debris as instructed by the Contractor, the Contractor may proceed to perform such duties, and may deduct all costs incurred in performing such duties from payments otherwise due Design/Build Subcontractor. If such costs exceed the unpaid Subcontract Price, Design/Build Subcontractor shall pay the Contractor the balance of such excess.

ARTICLE VI TIME, SCHEDULES AND DELAYS

6.1 Time. Time is of the essence to this Agreement. Design/Build Subcontractor shall begin the construction portion of the Subcontract Work as soon as instructed by the Contractor and shall prosecute the Subcontract Work promptly, efficiently and in a manner that will not cause delay in the progress of the Contractor's work or other work performed on the applicable Project by other subcontractors. ALL SUBCONTRACT WORK SHALL BE PERFORMED IN THE NUMBER OF DAYS SHOWN ON THE APPLICABLE PROJECT SCHEDULE.

6.2 Project Schedule. The Contractor from time to time may issue a Project Schedule applicable to the Subcontract Work. Design/Build Subcontractor shall perform all Subcontract Work as scheduled by the Contractor, unless Design/Build Subcontractor notifies the Contractor within three (3) calendar days after receipt of schedule requirements that Subcontract Work cannot be performed within the time scheduled by the Contractor. The Contractor may, from time to time, reschedule the order of the Subcontract Work or otherwise revise Design/Build Subcontractor’s schedule. Design/Build Subcontractor agrees to comply with such schedule revisions without any increase to the Subcontract Price for acceleration or delays.

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6.3 Performance Reports. Design/Build Subcontractor shall furnish periodic progress reports of Subcontract Work as may be required by the Contractor; and shall attend periodic conferences at the job site to discuss progress.

6.4 Damages for Delay to the Contractor. Design/Build Subcontractor shall be liable for any damages for delay sustained by the Contractor caused directly or indirectly by Design/ Build Subcontractor; including, but not limited to, damages, liquidated or otherwise, for which the Contractor is liable to Owner. Any such damages shall be deducted from payments due Design/Build Subcontractor, and, if such damages exceed the amount of payments due, Design/Build Subcontractor shall pay the Contractor upon demand such excess damages due.

6.5 Time Extensions, Claims and Damages for Delay to Design/Build Subcontractor. THE CONTRACTOR SHALL NOT BE LIABLE TO DESIGN/BUILD SUBCONTRACTOR FOR DELAYS, HINDRANCES, OR INTERRUPTIONS TO THE SUBCONTRACT WORK CAUSED BY THE ACT, NEGLECT OR DEFAULT OF THE OWNER OR OWNER'S REPRESENTATIVE, OR BY REASON OF FIRE OR OTHER CASUALTY, OR ON ACCOUNT OF RIOTS OR STRIKES, OR ON ACCOUNT OF ANY ACTS OF GOD, OR ANY OTHER CAUSES BEYOND THE CONTRACTOR'S CONTROL, OR ANY CIRCUMSTANCES CAUSED OR CONTRIBUTED TO BY ANY OTHER PARTY PERFORMING A PART OF THE WORK; but, the Contractor will cooperate with Design/Build Subcontractor to enforce any just claim against the Owner or Owner's representative for delay as may be allowed under the applicable Contract Documents. The Contractor shall be reimbursed by Design/Build Subcontractor for any expense, including attorney's fees, incurred in connection with any claims asserted at the request of Design/Build Subcontractor. SHOULD DESIGN/BUILD SUBCONTRACTOR BE DELAYED IN THE SUBCONTRACT WORK BY THE DESIGN BUILDER, THEN DESIGN/BUILD SUBCONTRACTOR’S SOLE AND EXCLUSIVE REMEDY AGAINST THE CONTRACTOR SHALL BE AN EXTENSION OF TIME FOR COMPLETION EQUAL TO THE DELAY CAUSED, AND THEN ONLY IF WRITTEN CLAIM FOR DELAY IS MADE TO THE CONTRACTOR PRIOR TO INTERFERENCE WITH THE SUBCONTRACT COMPLETION TIME. DESIGN/BUILD SUBCONTRACTOR WAIVES AND RELEASES THE CONTRACTOR FROM ALL CLAIMS AND CAUSES OF ACTION AGAINST THE CONTRACTOR FOR DAMAGES ARISING OUT OF ANY SUCH DELAYS, HINDRANCES, OR INTERRUPTIONS.

ARTICLE VII PRICE AND PAYMENTS

7.1 Subcontract Price. Contractor agrees to pay to Design/Build Subcontractor the sum of «Dollars» for performance of the Subcontract Work hereunder, subject to adjustments for changes pursuant to Article VIII, Changes.

7.2 Progress Payments.

(a) Design/Build Subcontractor shall submit to the Contractor separate monthly applications for payment for the Subcontract Work performed. Such applications shall be submitted on the date specified by the Contractor to enable the Contractor to include such amount in his application for payment to the Owner. The amounts of progress payments requested shall be based on the Contractor's valuations of work performed by Design/Build Subcontractor, considering the schedule of values submitted by Design/Build Subcontractor of the various parts of the Subcontract Work aggregating the total price therefore. In applying for payment, Design/Build Subcontractor shall submit a statement based upon this schedule. Payments shall be made on account of materials not incorporated in the Work, but delivered and suitably stored at the site, only upon submission of evidence of payment from suppliers and only in accordance with the terms and conditions of the applicable Contract Documents. Monthly progress payment applications are due not later than the 25th day of each month. Completed, notarized applications may be faxed or emailed with hard copies to follow by mail or hand delivery. Applications received after the 25th day of the month will be considered for payment during the next period. No applications for payment will be processed and no payments will be made unless Design/Build

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Subcontractor has submitted a sworn statement certifying the name of all Design/Build Subcontractor’s unpaid materialmen and sub-subcontractors. Contingent upon Contractor’s receipt of payment for that month by the Owner, payments for such applications shall be due and payable in accordance with the statutory requirements of the Prompt Pay Act. The Contractor may pre-pay any payment without waiving any of the Contractor's rights under this Agreement. Applications for payment shall be accompanied by completed lien waivers and/or bills paid affidavit forms as may be required by the Contractor or Owner.

(b) Retainage of ten percent (10%) of the sums due hereunder shall be withheld until completion and acceptance of all Subcontract Work to be performed. Ten (10) days after all conditions precedent to Contractor’s obligation to make payment listed below have been completed and satisfied, Contractor’s payment of retainage shall be due if: (i) Design/Build Subcontractor has fulfilled the contract requirements for the Subcontract Work of both the Prime Contract Documents and this Agreement, including the submittal of all information required hereby; (ii) Design/Build Subcontractor has completed all Subcontract Work and such Subcontract Work has been inspected, approved and paid for by the Owner; and (iii) Design/Build Subcontractor has submitted to Contractor a Bills Paid Affidavit for the Subcontract work and has a lien and/or bond claim release contingent only upon payment of the retainage amount.

(c) In the event the Contractor believes any of the conditions listed below warrant such action, the Contractor may withhold from any payments due, sums deemed necessary to protect the Contractor or Owner from any losses on account of: (i) Defects in the Subcontract Work not remedied; (ii) Failure of Design/Build Subcontractor to pay bills for labor and/or materials furnished in connection with the Subcontract Work; (iii) Inability of Design/Build Subcontractor to complete the Subcontract Work for the unpaid balance of the Subcontract Price; (iv) Failure of Design/Build Subcontractor to diligently prosecute the Subcontract Work such that damages for delay are likely; (v) Damages to another subcontractor; (vi) Breach by Design/Build Subcontractor of any provision or obligation of this Agreement or of the Contract Documents applicable to such Subcontract Work; or (vii) Breach by Design/Build Subcontractor of any provision or obligation of another subcontract agreement with the Contractor.

(d) The Contractor may in its sole discretion make any payments due hereunder by means of checks jointly payable to Design/Build Subcontractor and any of Design/Build Subcontractor’s materialmen or sub-subcontractors and Design/Build Subcontractor agrees that any such joint check payments made shall constitute payment to Design/Build Subcontractor under this Agreement for the full amount of such joint check.

(e) In the event Contractor receives notice of a lien claim or bond claim from Subcontractor’s materialmen, sub-subcontractors or laborers, at any tier, Contractor may, at Contractor’s option, directly pay any such claimant. Any such direct payment to a claimant and any expenses in processing such claim and payment shall be deducted from payments otherwise due Subcontractor, and if such payments and expenses exceed the amount of payments due, Subcontractor shall pay Contractor upon demand such excess amount. Subcontractor and Contractor further agree that Contractor will incur substantial additional costs and expenses in administration of claims when a notice is received, that such costs would be difficult to ascertain, and that a reasonable sum may be levied as compensation to Contractor for each notice received, and that sum may be deducted from the Subcontract Price and from any payments due to Subcontractor, as liquidated damages for such administration.

(f) If the Contractor fails to make payments to Design/Build Subcontractor as herein provided for any cause not the fault of Design/Build Subcontractor, after receipt of payment by the Owner for the Subcontract Work, then Design/Build Subcontractor may, upon seven (7) days written notice to the Contractor, stop work without prejudice to any other remedy he may have, but only if Contractor fails to cure after receipt of notice.

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7.3 Final Payment. The Contractor's obligation to make final payment to Design/Build Subcontractor accepted hereunder is specifically contingent upon the following conditions, which are conditions precedent to final payment: (a) Submittal by Design/Build Subcontractor of an affidavit that all payrolls, bills for material and equipment, and other indebtedness connected with the applicable Subcontract Work, have been paid or otherwise satisfied; (b) submittal by Design/Build Subcontractor of lien waivers, or bond claim waivers on bonded projects, indicating that all of Design/Build Subcontractor’s materialmen, laborers, and subcontractors have been fully paid and are waiving all statutory lien rights and releasing all bond claims; (c) consent of Surety to final payment, if required; (d) approval by the Owner, Architect, and the Contractor of the Subcontract Work; and (e) receipt by the Contractor of all payments related to the Subcontract Work, including any retainage withheld by the Owner from the Contractor. DESIGN/BUILD SUBCONTRACTOR’S ACCEPTANCE OF FINAL PAYMENT SHALL CONSTITUTE A WAIVER OF ALL CLAIMS BY DESIGN/BUILD SUBCONTRACTOR RELATING TO THE SUBCONTRACT WORK OR TO THE CONTRACTOR'S WORK CONNECTED WITH THE APPLICABLE PROJECT OR CONTRACT DOCUMENTS, BUT SHALL IN NO WAY RELIEVE DESIGN/BUILD SUBCONTRACTOR OF LIABILITY FOR THE OBLIGATIONS FOR REPLACING FAULTY OR DEFECTIVE WORK APPEARING AFTER FINAL PAYMENT.

ARTICLE VIII CHANGES AND ADDITIONAL COMPENSATION

8.1 Changes. The Contractor, from time to time, without invalidating this Agreement, may order changes in the Subcontract Work within the general scope thereof consisting of additions, deletions or other revisions to the Subcontract Work. Design/Build Subcontractor, prior to the commencement of such changed or revised work, shall promptly submit to the Contractor any claim for adjustment to the applicable Subcontract Price or Project Schedule because of such changed or revised work. All Change Orders, Modifications, Claims for Adjustments, and Notices provided in this Agreement shall be in writing.

8.2 Notice Required. DESIGN/BUILD SUBCONTRACTOR SHALL NOT BE ENTITLED TO ANY EXTRA COMPENSATION OR ADDITIONAL PERFORMANCE TIME UNLESS NOTICE IS GIVEN PRIOR TO BEGINNING THE WORK FOR WHICH CLAIM FOR EXTRA PAYMENT OR EXTRA TIME IS MADE; OTHERWISE, SUCH CLAIM SHALL BE WAIVED. Design/Build Subcontractor shall not perform any changed, revised, or extra work unless prior to the performance of such work, either: (i) the Contractor and Design/Build Subcontractor enter into a modification changing the Subcontract Price and/or Performance Schedule for such changed Subcontract Work; or (ii) the Contractor, after receiving Design/Build Subcontractor’s claim, provides Design/Build Subcontractor written notice to proceed with the changed, revised, or extra Subcontract Work absent such modification.

8.3 Finality of Owner’s Decision. Notwithstanding anything contained herein to the contrary, IF THE WORK FOR WHICH DESIGN/BUILD SUBCONTRACTOR CLAIMS EXTRA COMPENSATION TO BE DUE, IS DETERMINED BY THE OWNER, OR THE OWNER'S REPRESENTATIVE, TO BE SUCH THAT THE CONTRACTOR IS NOT ENTITLED TO ADDITIONAL COMPENSATION FOR SUCH WORK FROM THE OWNER, THEN DESIGN/BUILD SUBCONTRACTOR WAIVES ITS RIGHT TO EXTRA COMPENSATION FOR SUCH WORK AND RELEASES THE CONTRACTOR FOR ANY LIABILITY OF PAYMENT THEREFOR, EXCEPT TO THE EXTENT CONTRACTOR RECOVERS FROM OWNER ON A CLAIM PURSUED AT DESIGN/BUILD SUBCONTRACTOR’S REQUEST AND EXPENSE. Subject to Design/Build Subcontractor’s right to participate in a proceeding disputing such a decision as provided in the applicable Contract Documents, the decision of the Owner, or the Owner's representative, shall be final with regard to whether extra compensation is due and with regard to the amount of such extra compensation.

8.4 Claims Against Owner. The Contractor will cooperate with Design/Build Subcontractor to submit any valid and enforceable claim against the Owner or Owner's representative for extra compensation or other relief under the applicable Contract Documents. As a condition precedent to the Contractor’s agreement to cooperate in the submittal of Design/Build Subcontractor’s claim against the Owner, Design/Build

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Subcontractor agrees to pay for any expense, including attorney's fees, incurred in connection with claims asserted at the request of Design/Build Subcontractor, including the pre-payment of any retainage fee that may be requested. The intended result of this Agreement is to permit pass-through claims as authorized by Texas law, within the express understanding that Contractor’s liability to Design/Build Subcontractor on said claim is limited to the funds collected from Owner on the claims which Contractor asserts on behalf of Design/Build Subcontractor, after deduction of Contractor’s actual costs (such as expert witness fees, attorneys’ fees, Court costs, etc.) incurred in pursuing said claims.

8.5 Proceeding with Work. If Design/Build Subcontractor and the Contractor do not agree upon either (i) whether or not Design/Build Subcontractor’s written notice requesting extra compensation constitutes changed work or additional work beyond the original scope of Subcontract Work, or (ii) the reasonable amount of extra compensation due for the changed or extra work, then Design/Build Subcontractor shall proceed with the work in accordance with the instructions of the Contractor. In such event, Design/Build Subcontractor shall maintain and present to the Contractor, in such form as the Contractor may prescribe, an itemized accounting of costs, together with appropriate supporting data, for all extra labor, materials, and equipment expended at the Project by Design/Build Subcontractor for the changed or additional work. For changed or additional work beyond the scope of the original Subcontract Work, Design/Build Subcontractor shall be entitled to recover, subject to the requirements for notice, all actual costs for labor, material, and equipment, expended at the Project for the changed or additional work, minus the costs for any deleted work, plus a sum of fifteen percent (15%) as an aggregate amount for Design/Build Subcontractor’s overhead and profit. In the event Design/Build Subcontractor’s costs include second and third tier subcontractors, the aggregate sum of Design/Build Subcontractor’s overhead and profit, together with all its subcontractors’ overhead and profit, shall not exceed the lesser of the percentage amount allowed by the Prime Contract Documents or twenty percent (20%) in addition to the actual costs for labor, materials, and equipment expended at the Project by Design/Build Subcontractor and all its subcontractors.

ARTICLE IX INSURANCE AND INDEMNIFICATION

9.1 Professional Liability Insurance. Design professionals performing design services as part of the Subcontract Work, whether employed by Design/Build Subcontractor or its subcontractors, shall be insured by professional liability insurance for claims arising from the negligent performance of professional services written for not less than $1,000,000.00 per claim and in the aggregate not less than $3,000,000 with a deductible not to exceed $25,000.00. The Professional Liability Insurance shall contain prior acts coverages sufficient to cover all services performed by Design/Build Subcontractor. Each requirement shall be continued in effect for a period equal to the number of years identified in the construction defects statute of repose associated with the venue of the project. To the extent that payment of the deductible is required, this payment shall be paid by Design/Build Subcontractor. Prior to initiating work, Design/Build Subcontractor shall furnish to the Contractor, certificates of insurance evidencing the required coverages, and if requested by the Contractor, a copy of the Professional Liability Policy. No policy shall be canceled or modified without thirty (30) days prior written notice to the Contractor.

9.2 Other Insurance.

(a) PRIOR TO STARTING CONSTRUCTION OF THE SUBCONTRACT WORK Design/Build Subcontractor shall procure and maintain in force (i) statutory workers' compensation insurance for all Design/Build Subcontractor's employees and/or workmen at the project site, employers liability insurance, (ii) commercial general liability insurance, (iii) business automobile liability insurance, and (iv) umbrella insurance, and (v) such other insurance to the extent required by the Prime Contract for the Subcontract Work. Design/Build Subcontractor’s commercial general and, automobile liability insurance shall be primary and non-contributory; shall contain an endorsement listing the Owner and the Contractor as additional insured (endorsement CG 20 10 10 01 and CG 20 37 10 01, or alternatively, endorsement CG 20 10 11 85, or equivalent, such that coverage is provided to the additional insured parties for completed operations); and shall be written for not less than limits of liability as follows:

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(i) Worker’s Compensation/Employers Liability $1,000,000.00 Each Accident $1,000,000.00 Each Employee $1,000,000.00 Policy Limit

Workers’ Compensation Policy shall contain a Waiver of Subrogation endorsement in favor of SEDALCO, INC., its Officers, Directors and Employees and the Owner.

(iii) Business Automobile Liability. $1,000,000.00 Combined Single Limit

Automobile Liability Policy shall contain the following elements: • An endorsement listing SEDALCO, INC., its Officers, Directors and Employees and the Owner as Additional Insured, • A Waiver of Subrogation endorsement in favor of SEDALCO, INC., its Officers, Directors and Employees and the Owner, • A Primary and Non-Contributory endorsement

(iv) Umbrella Liability Policy $5,000,000.00 Each Occurrence $5,000,000.00 Annual Aggregate endorsed per Project Aggregate

(v) Pollution Liability Policy $1,000,000.00 per Claim

(b) The commercial general liability policy shall contain contractual liability and a products/completed operations. The umbrella insurance shall follow form all coverages described in this paragraph 9.2. Design/Build Subcontractor shall maintain the coverage listed above including the additional insured coverage and the completed operations coverage, for a period equal to the number of years identified in the construction defects statute of repose associated with the venue of the project. Design/Build Subcontractor’s insurance coverage shall not include any of the following endorsements, excluding or limiting coverage:

(i) Contractual Liability Limitation, CG 21 39; (ii) Amendment of Insured Contract Definition, CG 24 26; (iii) Exclusion-Explosion, Collapse and Underground Property Damage Hazard, CG 21 42 or CG 21 43; (iv) Limitation of Coverage to Designated Premises or Project, CG 21 44 07 98; (v) Exclusion-Damage to Work Performed by Design/Build Subcontractors on Your Behalf, CG 22 94 or CG 22 95; (iv) Any type of Construction Defect Completed Operations exclusion;

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(vi) Any type of Punitive, Exemplary or Multiplied Damages exclusion; and/or (vii) Any type of Habitational Residential, or Condominium Exclusion.

(c) All policies listed in this paragraph 9.2 including Workers' Compensation Policy shall contain a waiver of subrogation endorsement in favor of the Contractor, the Owner and their employees. Design/Build Subcontractor shall execute a joint agreement to be filed with the Workers' Compensation Commission stating the Design/Build Subcontractor is an independent contractor.

(d) Prior to starting the Subcontract Work, Design/Build Subcontractor shall deliver to the Contractor two original Certificates of Insurance meeting statutory requirements, which evidences the coverages and the endorsements required herein and which states that the coverages afforded under the policies will not be canceled or terminated unless at least 30 days written notice is given to the Contractor. If Design/Build Subcontractor subcontracts any portion of the Subcontract Work, Design/Build Subcontractor shall deliver to the Contractor for each of Design/Build Subcontractor’s sub- subcontractors or employee leasing companies, an original Certificate of Insurance which evidences the same coverages and endorsements for workers’ compensation insurance as required herein. Any Subcontractor that leases employees shall list Contractor as an Alternate Employer on Subcontractor’s Workers’ Compensation policy. All insurance companies providing coverage to Design/Build Subcontractor pursuant to the requirements of this Agreement shall have a minimum Best’s Rating of A- and a Financial Size Category listing of no lower than VII, both as provided by A.M. Best Company, Inc. Upon request from the Contractor, Design/Build Subcontractor shall deliver a copy of all policies of insurance required herein.

(e) Design/Build Subcontractor shall be solely responsible for insuring Design/Build Subcontractor’s equipment against physical loss or damage of any kind, and shall be responsible for the deductible portion of each claim covered by the Builder’s Risk Insurance procured by either the Owner or the Contractor

(f) DESIGN/BUILD SUBCONTRACTOR WAIVES ANY CLAIM AGAINST THE CONTRACTOR, OWNER OR THEIR EMPLOYEES AND OFFICERS, FOR ANY AND ALL LOSSES, INJURIES, DAMAGES OR EXPENSES WHICH ARE COVERED BY POLICIES OF INSURANCE, EXCEPT SUCH RIGHTS AS DESIGN/BUILD SUBCONTRACTOR MAY HAVE TO THE PROCEEDS OF SUCH INSURANCE.

9.3 INDEMNITY. (a) ONLY TO THE EXTENT AND UNDER THE CONDITIONS ALLOWED UNDER TEXAS LAW AT THE TIME THIS CONTRACT WAS EXECUTED, DESIGN/BUILD SUBCONTRACTOR AGREES TO DEFEND, INDEMNIFY AND HOLD HARMLESS THE CONTRACTOR, THE OWNER, AND ALL OF THEIR PARTNERS, OFFICERS AND EMPLOYEES (“INDEMNIFIED PARTIES”) FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES, EXPENSES (INCLUDING ANY LITIGATION EXPENSES), AND/OR ATTORNEYS’ FEES ARISING OUT OF, RELATED TO, OR CONNECTED WITH, THE PERFORMANCE, OR FAILURE IN PERFORMANCE, OF THE SUBCONTRACT WORK, EVEN IF ANY SUCH CLAIM, DAMAGE, LOSS, EXPENSE, AND/OR ATTORNEYS’ FEES IS CAUSED BY A NEGLIGENT ACT OR OMISSION BY ANY OF THE INDEMNIFIED PARTIES. THE EXPRESSED INTENTION OF THE PARTIES IS THAT DESIGN/BUILD SUBCONTRACTOR’S INDEMNITY HEREIN WILL SURVIVE THE TERMINATION OF THIS AGREEMENT AND WILL INDEMNIFY AND PROTECT THE INDEMNIFIED PARTIES FROM THE CONSEQUENCES OF THEIR OWN NEGLIGENCE, BUT ONLY TO THE EXTENT AND UNDER THE CONDITIONS ALLOWED UNDER TEXAS LAW. IF ANY PART OF THIS INDEMNIFICATION AGREEMENT IS DETERMINED TO BE VOID UNDER TEXAS LAW OR IS OTHERWISE CONTRARY TO TEXAS PUBLIC POLICY, THE PARTIES EXPRESSLY AGREE THAT THE SUBCONTRACTOR WILL INDEMNIFY THE INDEMNIFIED PARTIES TO THE MAXIMUM EXTENT ALLOWED UNDER TEXAS LAW.

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(b) In any and all claims against any of the Indemnified Parties by an employee of Design/Build Subcontractor, or anyone directly or indirectly employed by him or anyone for whose acts he may be liable, the indemnification obligation under this Paragraph 9.3(a) shall not be limited in any way by any limitation or bar under the Workers' Compensation Act, or other employee benefit acts.

ARTICLE X BONDS AND WARRANTIES

10.1 Performance/Payment Bonds. If required by the Contractor, a Performance Bond and a Payment Bond in a form satisfactory to the Contractor shall be furnished by Design/Build Subcontractor in the full amount of the price of the Subcontract Work. If the Contractor requires such Bonds after this Agreement is issued, the cost thereof shall be paid by the Contractor as a change to the Subcontract Work, otherwise it shall be included in the Subcontract Price. This obligation shall continue throughout the term of this Agreement and may be required at any time during the performance of Subcontract Work. These bonds will be furnished by an insurance company on the list of Acceptable Sureties by the Department of the Treasury within the limits stated thereon.

10.2 Warranty for Subcontract Work. Design/Build Subcontractor warrants to the Owner and the Contractor that all Subcontract Work shall be performed in a good and workmanlike manner and shall be free from any and all defects due to faulty workmanship and/or materials and shall comply with all requirements of all governing building codes, ordinances, regulations and statutes. Design/Build Subcontractor shall promptly remove, replace, correct and/or repair any portion of the Subcontract Work that the Contractor or the Owner determines is defective or is not in compliance with the governing building codes, ordinances, regulations or statutes. Design/Build Subcontractor further agrees to execute any special guarantees as provided by the terms of the Contract Documents, prior to final payment.

10.3 Payments of Laborers and Materialmen. Design/Build Subcontractor warrants that all laborers, materialmen and sub-subcontractors, at any tier, providing labor, equipment, or materials for the Subcontract Work will be paid such that neither the Owner, the Contractor, or the Owner's property nor Contractor’s Surety will be subject to any claims, liens, or encumbrances.

ARTICLE XI TERMINATION OR SUSPENSION

11.1 Termination by Owner. This Agreement shall be terminated at any time that the Prime Agreement is terminated by the Owner. The Contractor shall promptly notify Design/Build Subcontractor of such termination. Design/Build Subcontractor shall be entitled to payment for all services rendered through the time of such termination to the same extent that the Contractor is entitled to receive compensation through such time of termination from the Owner in the Prime Agreement.

11.2 Supplementation by the Contractor. Should Design/Build Subcontractor fail at any time to supply a sufficient number of properly skilled workmen and sufficient materials and equipment of the proper quantity or quality, as determined by the Contractor in its sole discretion, or fail in any respect to prosecute the Subcontract Work with promptness and diligence, or fail to promptly correct defective Subcontract Work or fail in the performance of any of the agreements contained in the applicable Contract Documents, then the Contractor may, at its option without notice, provide such labor, materials and equipment and to deduct the cost thereof, together with all loss or damage occasioned thereby, shall be deducted from any money then due or thereafter to become due to Design/Build Subcontractor under this Agreement. If such cost, loss, and damage exceed the unpaid Subcontract Price, Design/Build Subcontractor shall pay the Contractor the balance of such excess.

11.3 Termination for Default. If Design/Build Subcontractor at any time shall refuse or neglect to supply sufficient properly skilled workmen, or materials or equipment of the proper quality and quantity, or fail in any respect to prosecute the Subcontract Work with promptness and diligence, or cause by any action or omission the stoppage or interference with the work of the Contractor or other subcontractors, or fail in

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performance of any of the covenants contained in the applicable Contract Documents, or be unable to meet its debts as they mature, then the Contractor may, at its option, at any time terminate the Subcontract Work for Design/Build Subcontractor’s default by delivering written notice of termination to Design/Build Subcontractor. Thereafter, the Contractor may take possession of the materials, tools and equipment of Design/Build Subcontractor at the Project, and through itself or others provide labor, equipment and materials to prosecute and complete the Subcontract Work on such terms and conditions as shall be deemed necessary. The Contractor shall deduct the cost thereof, including without restriction thereto all charges, expenses, losses, costs, damages, and attorney's fees, incurred as a result of Design/Build Subcontractor’s failure to perform, from any money then due or thereafter to become due to Design/Build Subcontractor under this Agreement. If such costs exceed the unpaid Subcontract Price, Design/Build Subcontractor shall pay Contractor the balance of such excess upon demand.

11.4 Termination of Work for Convenience. The Contractor may, at its option, at any time, terminate without Design/Build Subcontractor’s default the whole or any part of the Subcontract Work for the convenience of the Contractor. Design/Build Subcontractor agrees that upon any such termination, Design/Build Subcontractor’s sole remedy shall be payment of full value for the less of (i) the appropriate share of the amount which Contractor is paid under its agreement with the Owner for the Design/Build Subcontractor’s work properly completed as of the date of such termination; or (ii) all work properly performed, less all payments Design/Build Subcontractor has previously received on account of Subcontract Work performed. The value shall not exceed Design/Build Subcontractor’s actual costs for labor, materials, equipment plus a fifteen percent (15%) for profit and overhead. Design/Build Subcontractor waives all claims for damages, including lost or anticipated profits, arising from or related to any such termination by the Contractor.

11.5 In the event the Contractor terminates this Agreement, as provided in paragraph 11.3, and Design/Build Subcontractor is subsequently found not to be in default, then the Contractor's termination for default shall be deemed for all purposes to be a termination for convenience as provided in paragraph 11.4.

ARTICLE XII DISPUTE RESOLUTION

12.1 Dispute Resolution. Except as expressly provided herein, all claims, disputes and controversies arising out of or relating to this Subcontract, the Project, or claims for extra work or changed conditions to or related to the Subcontract Work, shall be decided by Arbitration in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association. Discovery matters shall be conducted in accordance with the Texas Rules of Civil Procedure, unless the parties agree otherwise. The arbitration hearing shall be in Fort Worth, Texas. The award rendered by the arbitration shall be final, and judgment may be entered upon the award in accordance with the Texas Arbitration Act. Provided, however, this agreement to arbitrate shall not apply to: (a) a claim by either party for contribution or indemnity asserted in litigation brought against Contractor by an Owner with whom the Contractor does not have an enforceable arbitration agreement, or by a derivative claimant of Subcontractor with whom Contractor does not have an enforceable arbitration agreement; or (b) a claim by the Subcontractor against the Contractor if the Contractor asserts said claim, in whole or in part, against the Owner in litigation. If the arbitrability of this Agreement is contested by either party, the issue shall be submitted to a court of competent jurisdiction, and the arbitration shall be stayed until the determination by the court.

12.2 Design/Build Subcontractor’s Responsibility in Proceedings. In the event the Contractor and the Owner or others arbitrate or litigate matters relating to the Subcontract Work, it shall be the responsibility of Design/Build Subcontractor to prepare and present the Contractor's case, to the extent the proceedings are related to the Subcontract Work, and Design/Build Subcontractor shall be bound by the result of such litigation to the same degree as Contractor.

12.3 Continued Performance. Design/Build Subcontractor shall carry on the Subcontract Work and maintain progress to meet the Project schedules during any litigation proceedings.

12.4 Statute of Repose. Design/Build Subcontractor and the Contractor agree that for purposes of this Agreement,

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the Statute of Repose shall commence to run thirty (30) days after the final completion of construction of the entire Project

12.5 Attorney's Fees. In the event the Contractor is required to retain the services of an attorney to enforce the terms of this Agreement, or to defend any cause of action, claim, or counterclaim, brought by Design/Build Subcontractor on which Design/Build Subcontractor does not prevail, then the Contractor shall be entitled to recover the attorney's fees and costs incurred, in addition to other remedies to which the Contractor is entitled under Texas law. In the event Design/Build Subcontractor is required to retain the services of an attorney to enforce the terms of this Agreement, and Design/Build Subcontractor prevails in asserting a valid claim under this Agreement, Design/Build Subcontractor shall be entitled to recover attorney's fees and costs incurred, in addition to other remedies to which Design/Build Subcontractor is entitled under Texas law.

ARTICLE XIII ADDITIONAL OBLIGATIONS

13.1 In addition to the other engagements of Design/Build Subcontractor hereunder, Design/Build Subcontractor hereby agrees that with regard to this Agreement the Design/Build Subcontractor shall:

(a) Not discriminate against any employee or applicant for employment because of race, creed, color, age, sex, national origin, or disability.

(b) Not assign rights under this Agreement or any amounts due or to become due hereunder without the written consent of the Contractor; nor subcontract the whole of any Subcontract Work without the written consent of the Contractor; nor further subcontract portions of any Subcontract Work without written notification to the Contractor.

(c) Promptly submit shop drawings and samples as requested by the Contractor, in order to carry on the Subcontract Work efficiently without delay in the progress of any Project. Design/Build Subcontractor shall resubmit within three (3) working days, any shop drawings or submittals returned for correction.

(d) Comply with all Federal, State and local laws and ordinances relating to construction of buildings or structures, or improvements and give adequate notices relating to the Subcontract Work to the proper authorities, and secure and pay for all necessary licenses or permits to carry on the Subcontract Work as described in the applicable Contract Documents.

(e) Comply with Federal and State laws relating to reporting and payment of (i) wages (including, but not limited to, the Davis Bacon Act, if applicable), (ii) federal and state payroll taxes on wages, including but not limited to, Federal Income Tax withholding provisions of the Internal Revenue Code, Federal Insurance Contribution Act (FICA) payments, and Federal Unemployment Tax Act (FUTA) payments, and (iii) applicable state unemployment tax payments.

(f) Comply with all Federal, State and local laws, including, but not limited to, the statutes and regulations promulgated pursuant to statute related to Texas Workers' Compensation Act; Consolidated Omnibus Budget Reconciliation Act (COBRA); Immigration Reform and Control Act of 1986; Consumer Credit Protection Act; Title 3, Title 7 of the 1964 Civil Rights Act; Age Discrimination Employment Act; Employees Retirement Income Security Act (ERISA); and Occupational Safety and Health Act of 1970 (OSHA), the Construction Safety Act of 1969, and the Clean Water Act, with all regulations promulgated by the Environmental Protection Agency including Storm Water Pollution Prevention Plan requirements. Design/Build Subcontractor shall defend and be responsible for all citations, fines and penalties, and shall indemnify and hold the Contractor and all other subcontractors harmless from any loss sustained by reason of any failure to so comply. As an independent contractor, Design/Build Subcontractor is exclusively responsible for compliance with these regulations and laws and for the safety of Design/Build Subcontractor’s employees.

AGREEMENT BETWEEN CONTRACTOR AND DESIGN/BUILD SUBCONTRACTOR PAGE 15 INITIALS: ______

(g) Maintain a qualified person approved by the Contractor on the job at all times.

(h) Adopt a Drug Free Workplace Program equal to or exceeding the Contractor's Drug Free Workplace Program, including Design/Build Subcontractor’s pre-employment and post-accident testing of employees and Design/Build Subcontractor’s permanent removal of employees failing tests or refusing to submit to tests.

(i) Exercise every precaution necessary to eliminate asbestos and/or lead-containing materials from any of the materials incorporated in the Subcontract Work. If asbestos fibers or lead contaminants are found in materials associated with the Subcontract Work, Design/Build Subcontractor shall be responsible for determining the source of and removing all materials containing asbestos fiber or lead contaminants.

(j) Promptly provide the Contractor notice of any condition which could increase the Contractor’s cost of the Subcontract Work or the Contractor’s liability for claims or damages, to allow the Contractor to confirm the condition and mitigate damages arising from the condition. DESIGN/BUILD SUBCONTRACTOR WAIVES ALL CLAIMS OR DAMAGES AND FULLY RELEASES THE CONTRACTOR FROM LIABILITY FOR ANY CLAIMS OR DAMAGES, WHICH ARISE PRIOR TO DESIGN/BUILD SUBCONTRACTOR’S NOTICE TO THE CONTRACTOR OF ANY SUCH CONDITION.

ARTICLE XIV MISCELLANEOUS PROVISIONS

14.1 Notices. All notices required to be given under this Agreement shall be deemed delivered when deposited in the United States mail, first class postage prepaid, addressed to the recipient at the following address, provided the notice is also transmitted via facsimile or e-mail on the same day during normal business hours to the following facsimile number or e-mail address:

CONTRACTOR: SEDALCO, INC. 2554 East Long Avenue Fort Worth, Texas 76137-4801 Telephone: (817) 831-2245 Facsimile: (817) 831-2248 EMAIL: «EMAIL_Project_Manager»

DESIGN/BUILD SUBCONTRACTOR: «Company» «Address_CityStateZip» Telephone: «Telephone» Facsimile: «Facsimile» EMAIL: «Contact_EMAIL»

14.2 Conflicts in Terms. In the event there is a conflict between the terms of this Agreement and the other Contract Documents applicable to the Work, the terms of this Agreement shall control over the other Contract Documents.

14.3 Joint Drafting. The parties to this Agreement agree that both parties had an opportunity to negotiate the terms of this Agreement and obtain the assistance of counsel in reviewing the terms prior to execution. The parties expressly agree, therefore, that the terms of this Agreement shall be construed neither against nor in favor of either party.

14.4 Entire Agreement. This Agreement represent the entire and integrated Agreement relating to the Subcontract Work, between the Contractor and Design/Build Subcontractor and supersedes all prior negotiations, representations or agreements, either written or oral. This Agreement may be amended only by written agreement signed by both the Contractor and Design/Build Subcontractor.

AGREEMENT BETWEEN CONTRACTOR AND DESIGN/BUILD SUBCONTRACTOR PAGE 16 INITIALS: ______

14.5 Third Party Beneficiary. Nothing contained in this Agreement shall create a contractual relationship with, or create a cause of action in favor of, a third party which is neither the Contractor nor Design/Build Subcontractor. The Contractor and Design/Build Subcontractor agree that there are no third party beneficiaries to this Agreement.

14.6 Terms. To the extent construction terms are not defined in this Agreement, the terms shall be defined according to the definitions and usage in the General Conditions of the Construction Contract, AIA document A201 (2007 edition).

ARTICLE XV UNCONDITIONAL GUARANTY

To induce the Contractor to enter into this Agreement with Design/Build Subcontractor for the Subcontract Work as describe therein, and for other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the undersigned Guarantor hereby unconditionally, irrevocably and absolutely, jointly and severally guaranties the performance of each and every obligation of Contractor Subcontractor, including warranties, under this Agreement, and/or any modifications or Change Orders issued pursuant to the terms of this Agreement. The obligation of the Guarantor shall be performable upon demand by the Contractor and shall be unconditional, irrespective of any alleged irregularity or equitable discharge of any Surety. Guarantor hereby waives all diligence, presentment, demand, and protest, and agrees to fully and faithfully perform Design/Build Subcontractor’s obligations under this Agreement upon demand by the Contractor. Guarantor further agrees that the Contractor may demand performance of the obligations under this Agreement without any obligation by the Contractor to first: (a) proceed against Design/Build Subcontractor; (b) proceed against any surety bond or exhaust any collateral held by the Contractor as security for performance of Design/Build Subcontractor’s obligations guaranteed hereby; or (c) pursue any remedy it may now have or hereafter have against Design/Build Subcontractor. Guarantor further agrees that at any time, without notice to Guarantor, the Contractor and Design/Build Subcontractor may agree to: (a) extend the time for Design/Build Subcontractor’s performance or compliance within any covenant, agreement, or warranty under this Agreement; (b) amend or change the scope of any Subcontract Work by Change Order or (c) alter or amend any time for payment or amounts of payment, whether such payments are partial payments or final payment; all without affecting the liability and obligation of Guarantor. Guarantor hereby acknowledges that the withdrawal from, termination of, or restructuring of, any ownership interest that Guarantor may have in Design/Build Subcontractor, shall not alter, affect, or in any way limit the obligations of the Guarantor hereunder. Guarantor further consents and agrees that this guaranty agreement shall be subject to and governed by the terms of the dispute resolution provisions in this Agreement and that any claims by either Guarantor or the Contractor arising out of or relating to the obligations of this guaranty agreement shall be subject to the dispute resolution clause in this Agreement. Guarantor hereby agrees that in the event of the termination, liquidation, or dissolution of Design/Build Subcontractor, this unconditional guaranty shall continue in full force and effect. The obligations of Guarantor shall not terminate until Design/Build Subcontractor has fully performed all obligations under this Agreement, including any and all modifications thereof.

Executed in Tarrant County, Texas on this _____ day of ______20___.

CONTRACTOR: DESIGN/BUILD SUBCONTRACTOR:

SEDALCO, INC. «Company»

BY: ______BY: ______[PROJECT MANAGER], Project Manager [Design/Build Subcontractor’s Officer, Title]

DATE:______DATE:______

AGREEMENT BETWEEN CONTRACTOR AND DESIGN/BUILD SUBCONTRACTOR PAGE 17 INITIALS: ______

GUARANTOR:

______

AGREEMENT BETWEEN CONTRACTOR AND DESIGN/BUILD SUBCONTRACTOR PAGE 18 INITIALS: ______

PURCHASE ORDER

DATE: ORDER NO.: «ContNumber»

Billing SEDALCO, INC. Delivery: SEDALCO Jobsite Address : 4100 Fossil Creek Blvd. Address: TBD Fort Worth, Texas 76137 Telephone (817) 831-2245 Telephone: TBD Fax: TBD

To : «Company» Contact : «Contact» «Address_CityStateZip» Telephone : «Telephone» Email: «Contact_EMAIL» Fax : «Facsimile»

Project :

Owner :

Please furnish the following materials subject to the terms and conditions set forth herein. Acceptance of this Purchase Order is expressly limited to the acceptance by Vendor of the terms and conditions stated on Pages 1-5 and below referenced exhibits.

DESCRIPTION: DESCRIPTION OF SCOPE/MATERIAL AS SPECIFIED BY SECTION/QUANTITY AS DESCRIBED IN CONTRACT DOCUMENTS.

Furnish all necessary material and equipment for a complete «SCOPE» in accordance with the Contract Documents listed in Exhibit "A" (attached) and more specifically defined in Exhibit "B" and Exhibit "C".

Date of Delivery : See Preliminary Schedule. Note: Schedule is subject to periodic adjustment and regular update. It is responsibility of Vendor to stay informed of current schedule with Jobsite Superintendent. Delivery - F.O.B. Jobsite.

REMIT ALL INVOICES TO: ORDER BY PURCHASER: SEDALCO, INC. SEDALCO, INC. 4100 FOSSIL CREEK BLVD. FORT WORTH, TEXAS 76137 by: ______

Title ______

THE TERMS AND CONDITIONS OF THIS PURCHASE ORDER ACCEPTED BY VENDOR: ORDER SHALL BE DEEMED ACCEPTED UPON SIGNING BELOW, «Company» THE ACCEPTANCE BY VENDOR, OR ALTERNATIVELY, UPON COMMENCEMENT OF MATERIAL DELIVERY BY VENDOR. NO TERMS OR CONDITIONS ON VENDOR’S INVOICES OR DELIVERY by ______TICKETS WILL ALTER OR AMEND THE TERMS AND CONDITIONS OF THIS PURCHASE ORDER. Title ______

ARTICLE I

1.1. Transportation and Inspection. (a) All materials shall be delivered F.O.B. to the project site, without charge for boxing, crating, or packing. (b) Acknowledgement of delivery by Purchaser’s on-site personnel shall not be deemed as acceptance of the goods and Purchaser’s on-site personnel are not authorized to change or alter the terms or conditions of this Purchase Order. (c) Goods are accepted only upon acceptance of the Owner and its representative, the Architect/Engineer. Purchaser’s notice of rejection shall be within a reasonable time after receipt by Purchaser of a notice of rejection from the Owner and/or the Architect/Engineer. Materials rejected on account of non-conformance, inferior quality or workmanship will be returned with charge to Vendor for transportation both ways plus labor for reloading, trucking, etc.

1.2. Contract Documents. (a) The Contract Documents shall include, in addition to this Purchase Order, all documents reflecting the agreement between the Owner and the Purchaser for the Project, including, but not limited to the plans, specifications, general conditions, special conditions, and addenda (the “Prime Agreement”). (b) Vendor acknowledges that he has read the Contract Documents and is familiar with each and every part thereof affecting this Purchase Order together with all related drawings, plans, and specifications, and all general conditions and special conditions incidental thereto. Vendor has satisfied himself as to the character, quantity, and kinds of materials necessary, and other matters affecting compliance with the Contract Documents. Further, Vendor hereby warrants that all materials furnished pursuant to this Purchase Order comply with all provisions of the Contract Documents and are fit for the purpose for which they are intended. (c) Any questions arising with respect to interpretation of the Contract Documents or any related drawings, plans, or specifications shall be submitted through the Purchaser, and the Vendor shall follow the Purchaser's directions with respect to such matters. (d) The Vendor agrees to be bound to the Purchaser under this Agreement according to the same terms and conditions as the Purchaser is bound to the Owner under the Contract Documents. The Vendor shall assume all of the obligations and responsibilities of the Purchaser under the Contract Documents, which pertain or relate to the scope of materials furnished under this Purchase Order. (e) This Agreement, and all related Contract Documents, may be executed by Purchaser’s and/or Vendor’s signature transmitted by electronic means, as allowed under State and Federal Law, and copies of this Agreement and all related Contract Documents that are transmitted by electronic means and delivered by means of electronic signatures shall have the same force and effect as copies executed and delivered with original signatures. Vendor agrees that all electronic signatures, whether transmitted by e-mail, facsimile and/or AdobeSign or other verified computer program utilized by Purchaser, can be relied on by Purchaser and shall have the same force and effect as Vendor’s original signature. Vendor agrees that an electronic signature may be introduced into evidence by Purchaser in any proceeding arising out of or related to this Agreement and all related contract documents as if it were an original signature of an Authorized Agent of Vendor. Vendor further agrees that, at Purchaser’s sole election, Vendor shall submit original written signatures for this Agreement and/or any other related Contract Documents.

ARTICLE II TIME OF DELIVERY AND DAMAGES FOR DELAY

2.1. Time. Time is of the essence to this Agreement. Vendor shall timely deliver all materials purchased under this Purchase Order as instructed by the Purchaser and shall not cause delay in the progress of Purchaser's work.

2.2. Delivery Schedule. Vendor shall deliver all materials pursuant to the Delivery Schedule provided by Purchaser, unless Vendor notifies Purchaser within three (3) calendar days from receipt of the Delivery Schedule that the materials cannot be delivered within the Delivery Schedule. Purchaser may, from time to time as the Work progresses, reschedule the order of the delivery by Vendor or otherwise revise Vendor's schedule. Vendor agrees to comply with such schedule revisions without any increase to the Purchase Order Price.

2.3. Damages for Delay. Vendor shall be liable for any damages for delay sustained by Purchaser caused directly or indirectly by Vendor, including, but not limited to, damages, liquidated or otherwise, for which Purchaser is liable to Owner. Any such damages shall be deducted from payments due Vendor, and, if such damages exceed the amount of payments due, Vendor shall pay Purchaser upon demand such excess damages due.

2.4. Time Extensions. Purchaser shall not be liable to Vendor for delays caused by the act, neglect or default of the Owner or Owner's representative, or by reason of fire or other casualty, or on account of riots or strikes, or other combined actions of the workmen or others, or on account of any acts of God, or any other causes beyond the Purchaser's control, or any

Initials: ______Page 2 of 6 circumstance caused or contributed to by any subcontractor or any other party performing a part of the Work; but, Purchaser will cooperate with Vendor to enforce any just claim against the Owner or Owner's representative for delay. Purchaser shall be reimbursed by Vendor for any expense, including attorney's fees, incurred in connection with any claims asserted at the request of Vendor. SHOULD VENDOR BE DELAYED BY PURCHASER, THEN VENDOR'S SOLE AND EXCLUSIVE REMEDY AGAINST PURCHASER SHALL BE AN EXTENSION OF TIME FOR DELIVERY EQUAL TO THE DELAY CAUSED, AND THEN ONLY IF WRITTEN CLAIM FOR DELAY IS MADE TO PURCHASER WITHIN THREE (3) DAYS FROM THE TIME OF THE BEGINNING OF THE DELAY, AND VENDOR WAIVES ALL CLAIMS AND CAUSES OF ACTION AGAINST PURCHASER FOR DELAY DAMAGES EXCEPT THOSE SPECIFICALLY PROVIDED HEREIN.

ARTICLE III PRICE AND PAYMENTS

3.1. Purchase Order Price. Purchaser agrees to pay to the Vendor the sum of «Dollars» for delivery of materials hereunder, subject to adjustments for changes pursuant to Article IV, Changes. The Purchase Order Price shall include all materials, taxes, transportation, boxing, crating, packing and insurance.

3.2. Payment. Purchaser’s obligation to make final payment to Vendor is specifically contingent upon, as a condition precedent to payment, approval by the Owner, Architect/Engineer and Purchaser of the materials provided by Vendor hereunder. Acceptance of payment shall constitute a waiver of all claims by the Vendor relating to materials provided by Vendor under this Purchase Order, but shall in no way relieve the Vendor of liability for the obligations for replacing faulty or defective materials, which are discovered by Purchaser after payment. In the event of any of the following conditions, the Purchaser may withhold from payments, such amounts as necessary to protect the Purchaser from losses on account of: (i) Vendor’s delivery of defective materials; (ii) Vendor’s failure to pay any laborers, materialmen, or subcontractors providing labor, equipment, materials, or transportation in connection with the performance of this Purchase Order; (iii) Vendor’s failure to timely deliver materials in accordance with the delivery schedules; (iv) Vendor’s breach of any provision of this Purchase Order; or (v) Vendor’s breach of any provision or obligation of another agreement between Purchaser and Vendor, which shall entitle Purchaser to offset the damages from such breach against payments due under this Purchase Order. Purchaser may, in its sole discretion, make any payments due hereunder by means of checks jointly payable to the Vendor and any of Vendor’s materialmen, sub-subcontractors, or transporters. Vendor agrees that any such joint check payments made shall constitute payment to the Vendor under this Purchase Order for the full amount of such joint check.

ARTICLE IV CHANGES

4.1. The Vendor may be ordered by the Purchaser, without invalidating this Purchase Order, to make changes in the materials ordered pursuant to this Purchase Order consisting of additions, deletions or other revisions to the materials provided. Prior to fabricating or manufacturing such changed or revised materials, Vendor shall promptly submit to the Purchaser any claim for adjustment to the Purchase Order Price or Delivery Schedule because of such changed or revised materials.

4.2. VENDOR SHALL NOT BE ENTITLED TO ANY EXTRA COMPENSATION OR EXTENSIONS IN DELIVERY TIMES FOR ANY CHANGES OR REVISIONS UNLESS THE VENDOR HAS GIVEN THE PURCHASER WRITTEN NOTICE OF A CLAIM FOR EXTRA COMPENSATION OR FOR AN EXTENSION TO DELIVERY TIME PRIOR TO THE VENDOR’S INCURRING EXTRA COSTS FOR THE CHANGE OR REVISION OR PRIOR TO THE DELAY FOR WHICH VENDOR BELIEVES AN EXTENSION TO DELIVERY TIME IS JUSTIFIED. WITHOUT SUCH NOTICE, SUCH CLAIM FOR EXTRA COMPENSATION OR AN EXTENSION TO THE DELIVERY TIME SHALL BE DEEMED WAIVED.

4.3. Notwithstanding anything contained herein to the contrary, if the changes or revisions for which the Vendor claims extra compensation to be due, is determined by the Owner, or the Architect/Engineer as the Owner's representative, to be such that the Vendor is not entitled to additional compensation from the Owner, the Purchaser shall not be liable to the Vendor for any extra compensation. The decision of the Owner, or the Architect/Engineer as the Owner's representative, shall be final with regard to whether extra compensation is due and with regard to the amount of such extra compensation.

4.4. If the Purchaser and Vendor do not agree upon either (i) whether or not the Vendor’s written notice requesting extra compensation constitutes a change in the original scope of the Purchase Order or (ii) the reasonable amount of extra compensation due for the changed or extra materials, then Vendor shall proceed with delivery of the materials in accordance with the instructions of Purchaser. In such event, the Vendor shall maintain and present to the Purchaser, in the form as the Purchaser may prescribe, an itemized accounting of costs, together with appropriate supporting data, for all extra material,

Initials: ______Page 3 of 6 labor, or fabrication costs expended by the Vendor for the changed or additional materials. For changed or additional materials beyond the original scope of the Purchase Agreement, the Vendor shall be entitled to recover, subject to the requirements for notice, all material, labor, and fabrication costs expended for the changed or additional scope of work, plus the lesser of the percentage amount allowed by the Prime Agreement for subcontractor overhead and profit or the sum of 15% as an aggregate amount for Vendor’s overhead and profit.

ARTICLE V INDEMNIFICATION

5.1. ONLY TO THE EXTENT AND UNDER THE CONDITIONS ALLOWED UNDER TEXAS LAW AT THE TIME THIS CONTRACT WAS EXECUTED, THE VENDOR AGREES TO INDEMNIFY AND HOLD HARMLESS THE PURCHASER, THE OWNER, AND ALL OF THEIR OFFICERS AND EMPLOYEES (THE “INDEMNIFIED PARTIES”) FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES, EXPENSES (INCLUDING ANY ARBITRATION OR LITIGATION EXPENSES) AND/OR ATTORNEYS' FEES ARISING OUT OF, OR RELATING TO OR CONNECTED WITH THE MATERIALS FURNISHED UNDER THIS PURCHASE ORDER, EVEN IF ANY SUCH CLAIM, DAMAGE, LOSS, EXPENSE AND/OR ATTORNEYS’ FEES IS CAUSED BY A NEGLIGENT ACT OR OMISSION BY ANY OF THE INDEMNIFIED PARTIES. THE EXPRESSED INTENTION OF THE PARTIES IS THAT THE VENDOR'S INDEMNITY HEREIN WILL INDEMNIFY AND PROTECT ANY OF THE INDEMNIFIED PARTIES FROM THE CONSEQUENCES OF THEIR OWN NEGLIGENCE, BUT ONLY TO THE EXTENT AND UNDER THE CONDITIONS ALLOWED UNDER TEXAS LAW. IF ANY PART OF THIS INDEMNIFICATION AGREEMENT IS DETERMINED TO BE VOID UNDER TEXAS LAW OR IS OTHERWISE CONTRARY TO TEXAS PUBLIC POLICY, THE PARTIES EXPRESSLY AGREE THAT THE SUBCONTRACTOR WILL INDEMNIFY THE INDEMNIFIED PARTIES TO THE MAXIMUM EXTENT ALLOWED UNDER TEXAS LAW.

ARTICLE VI WARRANTY

6.1. The Vendor warrants to the Owner and Purchaser that all materials furnished under this Purchase Order shall be free from any and all defects due to faulty workmanship and/or materials. The Vendor further agrees to execute any special guarantees as provided by the terms of the Contract Documents, prior to and as a condition precedent to final payment. The Vendor further warrants that all laborers, materialmen and subcontractors providing labor, equipment, or materials for the Purchase Order will be paid such that neither the Owner, Purchaser, Purchaser’s surety, or Owner’s property will be subject to any claims, liens or encumbrances. In the event Purchaser receives notice of a lien claim or bond claim from Vendor’s materialmen, sub-subcontractors, transporters, or laborers, at any tier, Purchaser may, at Purchaser’s option, directly pay any such claimant. Any such direct payment to a claimant and any expense in processing such claim and payment shall be deducted from payments otherwise due Vendor, and if such payments and expenses exceed the amount of payments due. Vendor shall pay Purchaser upon demand such excess amount.

ARTICLE VII TERMINATION

7.1. Should the Vendor fail at any time to timely deliver materials pursuant to the Delivery Schedule, as determined by the Purchaser in its sole discretion, or fail to promptly correct defective Work or fail in the performance of any of the agreements herein contained, the Purchaser may, at its option without notice, provide any portion of the materials, up to the whole thereof, and deduct the cost, together with all loss or damage occasioned thereby, from any money then due or thereafter to become due to the Vendor under this Agreement. If such cost, loss, and damage exceed the unpaid Purchase Order Price, Vendor shall pay Purchaser the balance of such excess upon demand.

7.2. The Purchaser may, at its option, at any time, terminate the whole or any part of the delivery of materials under this Purchase Order for the convenience of the Purchaser. Vendor agrees that upon any such termination, the Vendor's sole remedy shall be payment of full value for all materials delivered, less all payments Vendor has previously received on account of such materials delivered. VENDOR AGREES TO WAIVE ALL OTHER CLAIMS FOR DAMAGES, INCLUDING LOST OR ANTICIPATED PROFITS, ARISING FROM OR RELATED TO ANY SUCH TERMINATION BY PURCHASER.

ARTICLE VIII CLAIMS

8.1. Choice of Law and Dispute Resolution. Except as expressly provided herein, the terms of this Purchase Order shall be governed and construed according to the laws of the State of Texas and all claims, disputes and controversies arising out of

Initials: ______Page 4 of 6 or relating to this Purchase Order shall be governed by Texas law and shall be decided by Arbitration in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association. Discovery matters shall be conducted in accordance with the Texas Rules of Civil Procedure, unless the parties agree otherwise. The arbitration hearing shall be in Fort Worth, Texas. The award rendered by the arbitration shall be final, and judgment may be entered upon the award in accordance with the Texas Arbitration Act. Provided, however, this agreement to arbitrate shall not apply to: (a) a claim by either party for contribution or indemnity asserted in litigation brought against Purchaser by an Owner with whom the Purchaser does not have an enforceable arbitration agreement, or by a derivative claimant of Vendor with whom Purchaser does not have an enforceable arbitration agreement; or (b) a claim by the Vendor against the Purchaser if the Purchaser asserts said claim, in whole or in part, against the Owner in litigation. If the arbitrability of this Agreement is contested by either party, the issue shall be submitted to a court of competent jurisdiction in Tarrant County, Texas, and the arbitration shall be stayed until the determination by the court.

8.2. Attorney's Fees. In the event the Purchaser is required to retain the services of an attorney to enforce this Purchase Order, or to defend against any cause of action, claim, or counterclaim brought by the Vendor on which the Vendor does not prevail, then the Purchaser shall be entitled to recover the attorney's fees and costs incurred, in addition to other remedies to which the Purchaser is entitled under Texas law. In the event that the Vendor is required to retain the services of an attorney to enforce this Agreement and the Vendor prevails in asserting a valid claim under this Agreement, then the Vendor shall be entitled to recover attorney's fees and costs incurred, in addition to other remedies to which the Vendor is entitled under Texas law.

8.3 Participation by Vendor. In the event the Purchaser and Owner or others arbitrate or litigate matters relating to this Purchase Order, it shall be the responsibility of the Vendor to prepare and present the Purchaser's case, to the extent the proceedings are related to the Vendor's materials under this Purchase Order, and Vendor shall be bound by the result of such litigation to the same degree as Purchaser.

8.4. Continued Performance. The Vendor shall carry on Vendor's performance of its obligations under this Purchase Order and maintain the Delivery Schedule during any arbitration or litigation proceedings.

ARTICLE IX ADDITIONAL OBLIGATIONS OF PARTIES

9.1. Additional Obligations of Vendor. In addition to the other engagements of the Vendor hereunder, Vendor hereby agrees that Vendor shall: (a) Not discriminate against any employee or applicant for employment because of race, creed, color, age sex, or national origin. (b) Pay for all materials and labor used in, or in connection with the performance of this Purchase Order, throughout the period covered by payments received from the Purchaser, and furnish satisfactory evidence requested by the Purchaser, including lien waivers, affidavits or other documentation, which confirms that the Owner's property and Purchaser are free from lien and bond claims. (c) Not assign this Purchase Order or any amounts due or to become due hereunder without the written consent of the Purchaser; nor Subcontract the whole of this Purchase Order without the written consent of the Purchaser; nor further subcontract portions of this Purchase Order without written notification to the Purchaser. (d) Promptly submit shop drawings and samples no longer than two (2) weeks after the date of this Purchase Order, in order to prevent delay in the progress of the Project. Vendor shall resubmit within three (3) working days, any shop drawings or submittals returned for correction or otherwise rejected. (e) Comply with all Federal, State and local laws and ordinances relating to the building or improvements, give adequate notices relating to this Purchase Order to the proper authorities, and secure and pay for all necessary licenses or permits as described in the Contract Documents applicable to this Purchase Order. (f) Provide all materials subject to the final approval of the Owner's authorized agent, and its decision in matters relating to artistic effect shall be final, if within the terms of the Contract Documents. (g) Provide sufficient, safe and proper facilities at all times for the inspection of the materials by the Purchaser or its authorized representatives. Materials not meeting the specifications or intent of the drawings shall be removed or rebuilt to conform to same at Vendor's expense. (h) Perform any payment obligations which Vendor may have to Purchase at the Purchaser’s address stated on page one of this Purchase Order.

ARTICLE X MISCELLANEOUS

Initials: ______Page 5 of 6 10.1. Notices. All notices required to be given under this Purchase Order shall be deemed delivered when deposited in the United States mail, first class postage prepaid, addressed to the Purchaser or to the Vendor at the addresses stated on page 1 hereof.

10.2. Entire Agreement. This Purchase Order and the Prime Agreement contains the entire agreement of the parties. All prior proposals, negotiations, correspondence and/or agreements, whether written or oral are superceded by the terms of this Purchase Order, and care of no force or effect. Any modifications to this Purchase Order shall be in writing and shall be signed only by the Purchaser’s representative signing this Purchase Order. Any prior conduct or usage of trade shall not supplement or vary the terms of this Purchase Order. No terms or conditions on Vendor’s invoices or delivery tickets will alter or amend the terms of this Purchase Order.

10.3. Conflicts in Terms. In the event there is a conflict between the Contract Documents and any provisions of this Purchase Order, the terms of this Purchase Order shall govern.

10.4. Acceptance. The terms and conditions of this Purchase Order shall be deemed accepted upon signing of acceptance by Vendor on the first page of this Purchase Order, or alternatively, upon commencement of material delivery by Vendor. No terms or conditions on Vendor’s invoices or delivery tickets will alter or amend the terms and conditions of this Purchase Order.

10.5. Attorney’s Fees. In the event that the Purchaser is required to obtain the services of an attorney to enforce this Agreement or to defend against any cause of action, claim, or counter-claim brought by the Vendor on which the Vendor does not prevail, then the Purchaser shall be entitled to recover the attorney’s fees and costs incurred, in addition to other remedies to which the Purchaser is entitled under Texas law. In the event that the Vendor is required to retain the services of an attorney to enforce this Agreement, and the Vendor prevails in asserting a valid claim under this Agreement, then the Vendor shall be entitled to recover attorney’s fees and costs incurred, in addition to other remedies to which the Vendor is entitled under Texas law.

Initials: ______Page 6 of 6 Mesquite Fire Station No. 4 RD 05-Feb-19 16:27

Activity ID Activity Name Original Start Finish Activity % F M A M J J A S O N D J F M A Duration Complete 0 1 1 2 0 1 1 2 3 0 1 2 2 0 1 1 2 0 0 1 2 3 0 1 2 2 0 1 1 2 0 0 1 2 2 0 1 2 2 0 1 1 2 0 0 1 2 2 0 1 1 2 0 0 1 2 0 0 1 2 2 0 1 1 2 Mesquite Fire Station No. 4 297 04-Feb-19 06-Apr-20 06-Apr-20, Mesquite Fire Station No. 4 Preconstruction 33 04-Feb-19 20-Mar-19 20-Mar-19, Preconstruction Preconstruction & Procurement 33 04-Feb-19 20-Mar-19 20-Mar-19, Preconstruction & Procurement A1000 February Council Meeting 1 04-Feb-19 04-Feb-19 0% February Council Meeting A1010 Send ITB 1 05-Feb-19 05-Feb-19 0% Send ITB A1020 Bid CD Documents 15 06-Feb-19 26-Feb-19 0% Bid CD Documents A1030 Bid Date 2/27 1 27-Feb-19 27-Feb-19 0% Bid Date 2/27 A1040 Prepare & Submit GMP 10 28-Feb-19 13-Mar-19 0% Prepare & Submit GMP A2580 Owner Review/Approval 5 14-Mar-19 20-Mar-19 0% Owner Review/Approval Contracts 0 Submittals 0 Permitting 27 05-Feb-19 13-Mar-19 13-Mar-19, Permitting A1050 Submit Permit Documents 1 05-Feb-19 05-Feb-19 0% Submit Permit Documents A1060 Permit Review 25 06-Feb-19 12-Mar-19 0% Permit Review A1070 Permit Approval 1 13-Mar-19 13-Mar-19 0% Permit Approval Construction (Phase 1) 264 21-Mar-19 06-Apr-20 06-Apr-20, Construction (Phase 1) Major Milestones 264 21-Mar-19 06-Apr-20 06-Apr-20, Major Milestones A1080 NTP 0 21-Mar-19 0% NTP A2570 Mobilization 5 21-Mar-19 27-Mar-19 0% Mobilization A2760 Foundation Complete 0 18-Jul-19 0% Foundation Complete A2590 Building Dry In 0 16-Oct-19 0% Building Dry In A2600 Permanent Power 0 01-Nov-19 0% Permanent Power A2610 Substantial Completion 0 16-Jan-20 0% Substantial Completion A2620 Demobilization 1 06-Apr-20 06-Apr-20 0% Demobilization A2630 Final Completion 0 06-Apr-20 0% Final Completion Impacts & Delays 0 Anticipated Inclement Weather 0 Completion & Testing 34 22-Nov-19 16-Jan-20 16-Jan-20, Completion & Testing A2650 Mechanical Final 1 22-Nov-19 22-Nov-19 0% Mechanical Final A2670 Fire Sprinkler Final 1 22-Nov-19 22-Nov-19 0% Fire Sprinkler Final A2680 Fire Alarm Final 1 22-Nov-19 22-Nov-19 0% Fire Alarm Final A2660 Plumbing Final 1 27-Nov-19 27-Nov-19 0% Plumbing Final A2640 Electrical Final 1 05-Dec-19 05-Dec-19 0% Electrical Final A2690 SEDALCO Punchlist 2 20-Dec-19 23-Dec-19 0% SEDALCO Punchlist A2700 Work Off SEDALCO Punchlist 8 26-Dec-19 08-Jan-20 0% Work Off SEDALCO Punchlist A2710 OA Punchlist 1 09-Jan-20 09-Jan-20 0% OA Punchlist A2720 Work Off OA Punchlist 5 10-Jan-20 16-Jan-20 0% Work Off OA Punchlist Owner Items 81 08-Aug-19 03-Dec-19 03-Dec-19, Owner Items A2830 Fueling Systems 3 08-Aug-19 12-Aug-19 0% Fueling Systems A2900 Public Artwork 15 04-Nov-19 22-Nov-19 0% Public Artwork

Actual Work Critical Remaining Work Summary Page 1 of 6 DD 04-Feb-19 Remaining Work Milestone Mesquite Fire Station No. 4 RD 05-Feb-19 16:27

Activity ID Activity Name Original Start Finish Activity % F M A M J J A S O N D J F M A Duration Complete 0 1 1 2 0 1 1 2 3 0 1 2 2 0 1 1 2 0 0 1 2 3 0 1 2 2 0 1 1 2 0 0 1 2 2 0 1 2 2 0 1 1 2 0 0 1 2 2 0 1 1 2 0 0 1 2 0 0 1 2 2 0 1 1 2 A2840 Telecomm Equip 5 13-Nov-19 19-Nov-19 0% Telecomm Equip A2850 Audio Visual & Paging 5 13-Nov-19 19-Nov-19 0% Audio Visual & Paging A2860 Radio Comm System 5 13-Nov-19 19-Nov-19 0% Radio Comm System A2870 Fire Station Alerting System 3 13-Nov-19 15-Nov-19 0% Fire Station Alerting System A2890 Door Hardware Permanent Cores 1 13-Nov-19 13-Nov-19 0% Door Hardware Permanent Cores A2880 PPE Lockers 4 26-Nov-19 03-Dec-19 0% PPE Lockers Sitework & Infrastructure 162 28-Mar-19 13-Nov-19 13-Nov-19, Sitework & Infrastructure Earthwork 64 28-Mar-19 26-Jun-19 26-Jun-19, Earthwork A1110 Install Erosion Controls 1 28-Mar-19 28-Mar-19 0% Install Erosion Controls A1090 Site Clearing 3 29-Mar-19 02-Apr-19 0% Site Clearing A1100 Layout and Control 3 03-Apr-19 05-Apr-19 0% Layout and Control A1120 Excavate & Fill 15 08-Apr-19 26-Apr-19 0% Excavate & Fill A1130 Lime Stabilization 5 20-Jun-19 26-Jun-19 0% Lime Stabilization Utilities 127 29-Apr-19 25-Oct-19 25-Oct-19, Utilities A1210 Install Storm Drainage 8 29-Apr-19 08-May-19 0% Install Storm Drainage A1320 Bore Under Rodeo Drive 5 09-May-19 15-May-19 0% Bore Under Rodeo Drive A1230 Install Water Line 1 16-May-19 16-May-19 0% Install Water Line A1240 Install Fire Line 2 17-May-19 20-May-19 0% Install Fire Line A1220 Install Sanitary Sewer 3 21-May-19 23-May-19 0% Install Sanitary Sewer A1250 Install Gas Line 1 24-May-19 24-May-19 0% Install Gas Line A1310 Install Electrical Site Conduit 1 19-Jun-19 19-Jun-19 0% Install Electrical Site Conduit A1980 Set Oil Seperator 3 21-Jun-19 25-Jun-19 0% Set Oil Seperator A1890 Set Exterior Lighting & Light Poles 5 21-Oct-19 25-Oct-19 0% Set Exterior Lighting & Light Poles Concrete 17 19-Jul-19 12-Aug-19 12-Aug-19, Concrete A1160 FRP Paving 8 19-Jul-19 30-Jul-19 0% FRP Paving A1170 FRP Sidewalks 3 31-Jul-19 02-Aug-19 0% FRP Sidewalks A1190 FRP Generator & Transformer Pad 3 31-Jul-19 02-Aug-19 0% FRP Generator & Transformer Pad A1180 FRP Fuel Pad 3 05-Aug-19 07-Aug-19 0% FRP Fuel Pad A1200 FRP Light Pole Bases 3 08-Aug-19 12-Aug-19 0% FRP Light Pole Bases Landscape 104 19-Jun-19 13-Nov-19 13-Nov-19, Landscape A1260 Install Irrigation Sleeves 1 19-Jun-19 19-Jun-19 0% Install Irrigation Sleeves A1270 Install Irrigation Meter 1 05-Aug-19 05-Aug-19 0% Install Irrigation Meter A1280 Install Irrigation Lines 5 28-Oct-19 01-Nov-19 0% Install Irrigation Lines A2550 Plant Trees and Shrubs 3 04-Nov-19 06-Nov-19 0% Plant Trees and Shrubs A2560 Install Grass 5 07-Nov-19 13-Nov-19 0% Install Grass Fencing 10 30-Oct-19 12-Nov-19 12-Nov-19, Fencing A2730 Install Fencing 5 30-Oct-19 05-Nov-19 0% Install Fencing A2740 Install Decorative Metal Fence 3 06-Nov-19 08-Nov-19 0% Install Decorative Metal Fence A2750 Install Gate and Controller 2 11-Nov-19 12-Nov-19 0% Install Gate and Controller Substructure 153 09-May-19 16-Dec-19 16-Dec-19, Substructure Pier & Grade Beams 23 09-May-19 11-Jun-19 11-Jun-19, Pier & Grade Beams

Actual Work Critical Remaining Work Summary Page 2 of 6 DD 04-Feb-19 Remaining Work Milestone Mesquite Fire Station No. 4 RD 05-Feb-19 16:27

Activity ID Activity Name Original Start Finish Activity % F M A M J J A S O N D J F M A Duration Complete 0 1 1 2 0 1 1 2 3 0 1 2 2 0 1 1 2 0 0 1 2 3 0 1 2 2 0 1 1 2 0 0 1 2 2 0 1 2 2 0 1 1 2 0 0 1 2 2 0 1 1 2 0 0 1 2 0 0 1 2 2 0 1 1 2 A1140 Layout and Drill Piers 8 09-May-19 20-May-19 0% Layout and Drill Piers A1150 FRP Grade Beams 15 21-May-19 11-Jun-19 0% FRP Grade Beams MEP Underground 12 05-Jun-19 20-Jun-19 20-Jun-19, MEP Underground A1290 Rough Plumbing Under Slab 12 05-Jun-19 20-Jun-19 0% Rough Plumbing Under Slab A1300 Rough Electrical Under Slab 5 12-Jun-19 18-Jun-19 0% Rough Electrical Under Slab Concrete Slab 144 22-May-19 16-Dec-19 16-Dec-19, Concrete Slab A1340 Set Anchor Bolts 2 22-May-19 23-May-19 0% Set Anchor Bolts A2140 Install Vapor Barrier 2 21-Jun-19 24-Jun-19 0% Install Vapor Barrier A1350 Form Slab Recesses 2 25-Jun-19 26-Jun-19 0% Form Slab Recesses A1330 FRP Concrete Slab 15 27-Jun-19 18-Jul-19 0% FRP Concrete Slab A2180 Initial Floor Grinding & Slab Protection 6 19-Jul-19 26-Jul-19 0% Initial Floor Grinding & Slab Protection A1360 FRP Mezzanine Slab 5 19-Sep-19 25-Sep-19 0% FRP Mezzanine Slab A1370 FRP Equipment Pads 5 26-Sep-19 02-Oct-19 0% FRP Equipment Pads A2190 Polish Concrete Floors 15 22-Nov-19 16-Dec-19 0% Polish Concrete Floors Superstructure 137 21-May-19 04-Dec-19 04-Dec-19, Superstructure Masonry 49 19-Jul-19 26-Sep-19 26-Sep-19, Masonry CMU 24 19-Jul-19 21-Aug-19 21-Aug-19, CMU A2080 Deliver CMU 1 19-Jul-19 19-Jul-19 0% Deliver CMU A2150 Deliver Masonry Reinforcing 1 19-Jul-19 19-Jul-19 0% Deliver Masonry Reinforcing A2070 Mock-Up 2 23-Jul-19 24-Jul-19 0% Mock-Up A1390 Set Door Frames in Masonry 2 25-Jul-19 26-Jul-19 0% Set Door Frames in Masonry A1380 Install Load Bearing Masonry Walls 18 29-Jul-19 21-Aug-19 0% Install Load Bearing Masonry Walls A1400 Place Structural Embeds 5 15-Aug-19 21-Aug-19 0% Place Structural Embeds Veneer 48 22-Jul-19 26-Sep-19 26-Sep-19, Veneer A2090 Deliver Brick Veneer 1 22-Jul-19 22-Jul-19 0% Deliver Brick Veneer A2160 Install Brick Veneer 10 13-Sep-19 26-Sep-19 0% Install Brick Veneer Structural Steel 87 21-May-19 23-Sep-19 23-Sep-19, Structural Steel A1440 Deliver Anchor Bolts 1 21-May-19 21-May-19 0% Deliver Anchor Bolts A1460 Deliver Structural Steel 1 19-Jul-19 19-Jul-19 0% Deliver Structural Steel A1470 Deliver Joist & Deck 1 19-Jul-19 19-Jul-19 0% Deliver Joist & Deck A1450 Deliver Roof Embeds 1 22-Jul-19 22-Jul-19 0% Deliver Roof Embeds A1480 Install Columns & Beams 10 31-Jul-19 13-Aug-19 0% Install Columns & Beams A1490 Install Low Roof Framing 8 14-Aug-19 23-Aug-19 0% Install Low Roof Framing A1500 Install Joist & Deck 8 26-Aug-19 05-Sep-19 0% Install Joist & Deck A1510 Install High Roof Framing & Decking 8 06-Sep-19 17-Sep-19 0% Install High Roof Framing & Decking A1520 Install Mezzanine Deck 1 18-Sep-19 18-Sep-19 0% Install Mezzanine Deck A1530 Install Ships Ladder 1 19-Sep-19 19-Sep-19 0% Install Ships Ladder A1540 Install Roof Ladder 1 20-Sep-19 20-Sep-19 0% Install Roof Ladder A1700 Install Handrails 1 23-Sep-19 23-Sep-19 0% Install Handrails Mechanical 81 31-Jul-19 21-Nov-19 21-Nov-19, Mechanical A1410 Install Masonry Block Outs 5 31-Jul-19 06-Aug-19 0% Install Masonry Block Outs

Actual Work Critical Remaining Work Summary Page 3 of 6 DD 04-Feb-19 Remaining Work Milestone Mesquite Fire Station No. 4 RD 05-Feb-19 16:27

Activity ID Activity Name Original Start Finish Activity % F M A M J J A S O N D J F M A Duration Complete 0 1 1 2 0 1 1 2 3 0 1 2 2 0 1 1 2 0 0 1 2 3 0 1 2 2 0 1 1 2 0 0 1 2 2 0 1 2 2 0 1 1 2 0 0 1 2 2 0 1 1 2 0 0 1 2 0 0 1 2 2 0 1 1 2 A1710 Install Ductwork 15 18-Sep-19 08-Oct-19 0% Install Ductwork A1720 Set Roof Tops Units 3 09-Oct-19 11-Oct-19 0% Set Roof Tops Units A1750 Install Exterior Louvers 2 09-Oct-19 10-Oct-19 0% Install Exterior Louvers A1730 Insulate Ductwork 10 17-Oct-19 30-Oct-19 0% Insulate Ductwork A1740 Install Radiant Heaters 3 31-Oct-19 04-Nov-19 0% Install Radiant Heaters A1760 Install Grilles 3 05-Nov-19 07-Nov-19 0% Install Grilles A2910 Install Nederman System 5 05-Nov-19 11-Nov-19 0% Install Nederman System A1920 Set Thermostats 3 08-Nov-19 12-Nov-19 0% Set Thermostats A1930 Final HVAC Startup 5 15-Nov-19 21-Nov-19 0% Final HVAC Startup Electrical 88 31-Jul-19 04-Dec-19 04-Dec-19, Electrical A1420 Rough In Masonry Walls - Electrical 15 31-Jul-19 20-Aug-19 0% Rough In Masonry Walls - Electrical A1770 Install Electrical Overhead 10 18-Sep-19 01-Oct-19 0% Install Electrical Overhead A1900 Rough In Drywall Partitions - Electrical 10 02-Oct-19 15-Oct-19 0% Rough In Drywall Partitions - Electrical A1820 Install Switch Gear 5 16-Oct-19 22-Oct-19 0% Install Switch Gear A1880 Install Data Cabling 5 16-Oct-19 22-Oct-19 0% Install Data Cabling A1830 Install Generator & ATS 5 23-Oct-19 29-Oct-19 0% Install Generator & ATS A1840 Set Transformer 3 30-Oct-19 01-Nov-19 0% Set Transformer A1950 Pull & Label Electrical Connections 5 30-Oct-19 05-Nov-19 0% Pull & Label Electrical Connections A1850 Install UPS 2 06-Nov-19 07-Nov-19 0% Install UPS A1940 Tie in Power to Equipment 2 13-Nov-19 14-Nov-19 0% Tie in Power to Equipment A1860 Install Lighting Fixtures 5 15-Nov-19 21-Nov-19 0% Install Lighting Fixtures A1870 Install Lighting Controls 2 22-Nov-19 25-Nov-19 0% Install Lighting Controls A1960 Trim Out Devices 3 26-Nov-19 02-Dec-19 0% Trim Out Devices A1970 Install Fans 2 03-Dec-19 04-Dec-19 0% Install Fans Plumbing 86 29-Jul-19 26-Nov-19 26-Nov-19, Plumbing A1430 Rough In Masonry Walls - Plumbing 2 29-Jul-19 30-Jul-19 0% Rough In Masonry Walls - Plumbing A1780 Install Plumbing Overhead 10 18-Sep-19 01-Oct-19 0% Install Plumbing Overhead A1910 Rough In Drywall Partitions - Plumbing 15 02-Oct-19 22-Oct-19 0% Rough In Drywall Partitions - Plumbing A1990 Install Water Heaters 3 23-Oct-19 25-Oct-19 0% Install Water Heaters A2000 Install Gas & Condensate 5 28-Oct-19 01-Nov-19 0% Install Gas & Condensate A2310 Insulate Plumbing 5 04-Nov-19 08-Nov-19 0% Insulate Plumbing A2020 Final Plumbing Connections at HVAC 3 12-Nov-19 14-Nov-19 0% Final Plumbing Connections at HVAC A2010 Set Plumbing Fixtures 5 15-Nov-19 21-Nov-19 0% Set Plumbing Fixtures A2030 Tie in Equipment 3 22-Nov-19 26-Nov-19 0% Tie in Equipment Roofing 33 18-Sep-19 01-Nov-19 01-Nov-19, Roofing A1580 Install Roofing Insulation/Underlayment 4 18-Sep-19 23-Sep-19 0% Install Roofing Insulation/Underlayment A1590 Install Gutters 1 24-Sep-19 24-Sep-19 0% Install Gutters A1600 Install Membrane Roofing 5 25-Sep-19 01-Oct-19 0% Install Membrane Roofing A1630 Install Roof Curbs 1 02-Oct-19 02-Oct-19 0% Install Roof Curbs A2170 Install Soffit and Facia 5 02-Oct-19 08-Oct-19 0% Install Soffit and Facia A1610 Install Standing Seam Roof 8 09-Oct-19 18-Oct-19 0% Install Standing Seam Roof

Actual Work Critical Remaining Work Summary Page 4 of 6 DD 04-Feb-19 Remaining Work Milestone Mesquite Fire Station No. 4 RD 05-Feb-19 16:27

Activity ID Activity Name Original Start Finish Activity % F M A M J J A S O N D J F M A Duration Complete 0 1 1 2 0 1 1 2 3 0 1 2 2 0 1 1 2 0 0 1 2 3 0 1 2 2 0 1 1 2 0 0 1 2 2 0 1 2 2 0 1 1 2 0 0 1 2 2 0 1 1 2 0 0 1 2 0 0 1 2 2 0 1 1 2 A1620 Install Metal Coping 5 21-Oct-19 25-Oct-19 0% Install Metal Coping A1640 Install Flashing and Downspouts 5 28-Oct-19 01-Nov-19 0% Install Flashing and Downspouts Sprinkler 43 18-Sep-19 15-Nov-19 15-Nov-19, Sprinkler A1790 Install Fire Riser 2 18-Sep-19 19-Sep-19 0% Install Fire Riser A1800 Install Sprinkler Main & Branches 8 20-Sep-19 01-Oct-19 0% Install Sprinkler Main & Branches A1810 Trim out Sprinkler 3 13-Nov-19 15-Nov-19 0% Trim out Sprinkler Fire Alarm 27 16-Oct-19 21-Nov-19 21-Nov-19, Fire Alarm A2040 Pull Fire Alarm Wiring 5 16-Oct-19 22-Oct-19 0% Pull Fire Alarm Wiring A2050 Install Fire Alarm Devices 4 13-Nov-19 18-Nov-19 0% Install Fire Alarm Devices A2060 Install Fire Alarm Panel 3 19-Nov-19 21-Nov-19 0% Install Fire Alarm Panel Insulation & Waterproofing 54 22-Aug-19 06-Nov-19 06-Nov-19, Insulation & Waterproofing A2100 Install Air Barrier Membrane & Flashing 5 22-Aug-19 28-Aug-19 0% Install Air Barrier Membrane & Flashing A2110 Install Exterior Rigid Insulation 2 29-Aug-19 30-Aug-19 0% Install Exterior Rigid Insulation A2130 Install Joint Firestopping Systems 4 01-Nov-19 06-Nov-19 0% Install Joint Firestopping Systems A2120 Install Exterior Caulking 3 04-Nov-19 06-Nov-19 0% Install Exterior Caulking Doors & Windows 81 22-Jul-19 12-Nov-19 12-Nov-19, Doors & Windows A1650 Deliver HM Frames 1 22-Jul-19 22-Jul-19 0% Deliver HM Frames A1660 Measure Openings 1 27-Sep-19 27-Sep-19 0% Measure Openings A1680 Install Clerestory Frames 6 30-Sep-19 07-Oct-19 0% Install Clerestory Frames A2940 Install Upward Acting Doors 5 30-Sep-19 04-Oct-19 0% Install Upward Acting Doors A2930 Install Four Fold Doors 5 07-Oct-19 11-Oct-19 0% Install Four Fold Doors A1670 Install Storefront Frames 5 08-Oct-19 14-Oct-19 0% Install Storefront Frames A2920 Install OH Doors & Operators 3 14-Oct-19 16-Oct-19 0% Install OH Doors & Operators A1690 Install Window Frames 2 15-Oct-19 16-Oct-19 0% Install Window Frames A2540 Install Doors and Hardware 3 08-Nov-19 12-Nov-19 0% Install Doors and Hardware Finishes 73 06-Sep-19 19-Dec-19 19-Dec-19, Finishes Drywall 59 06-Sep-19 27-Nov-19 27-Nov-19, Drywall A1550 Frame Exterior Partitions 5 06-Sep-19 12-Sep-19 0% Frame Exterior Partitions A1560 Install Exterior Sheathing & Insulation 6 13-Sep-19 20-Sep-19 0% Install Exterior Sheathing & Insulation A1570 Frame Interior Partitions 5 23-Sep-19 27-Sep-19 0% Frame Interior Partitions A2200 Install Interior Batt Insulation 2 17-Oct-19 18-Oct-19 0% Install Interior Batt Insulation A2210 Hang Drywall Partitions 5 21-Oct-19 25-Oct-19 0% Hang Drywall Partitions A2220 Frame and Hang Drywall Ceilings 3 28-Oct-19 30-Oct-19 0% Frame and Hang Drywall Ceilings A2230 Install Acoustical Grid 4 07-Nov-19 12-Nov-19 0% Install Acoustical Grid A2240 Install Acoustical Tiles 3 13-Nov-19 15-Nov-19 0% Install Acoustical Tiles A2250 Install Suspended Wood Ceiling 4 22-Nov-19 27-Nov-19 0% Install Suspended Wood Ceiling Paint 51 08-Oct-19 19-Dec-19 19-Dec-19, Paint A2260 Block Fill & Prime 3 08-Oct-19 10-Oct-19 0% Block Fill & Prime A2280 Tape Joints 4 28-Oct-19 31-Oct-19 0% Tape Joints A2290 Prime and Paint Drywall 5 01-Nov-19 07-Nov-19 0% Prime and Paint Drywall A2320 Paint Ceiling Apparatus Bay 3 08-Nov-19 12-Nov-19 0% Paint Ceiling Apparatus Bay

Actual Work Critical Remaining Work Summary Page 5 of 6 DD 04-Feb-19 Remaining Work Milestone Mesquite Fire Station No. 4 RD 05-Feb-19 16:27

Activity ID Activity Name Original Start Finish Activity % F M A M J J A S O N D J F M A Duration Complete 0 1 1 2 0 1 1 2 3 0 1 2 2 0 1 1 2 0 0 1 2 3 0 1 2 2 0 1 1 2 0 0 1 2 2 0 1 2 2 0 1 1 2 0 0 1 2 2 0 1 1 2 0 0 1 2 0 0 1 2 2 0 1 1 2 A2270 Prime and Paint Ceilings 3 13-Nov-19 15-Nov-19 0% Prime and Paint Ceilings A2300 Prime and Paint Drywall Ceilings 4 18-Nov-19 21-Nov-19 0% Prime and Paint Drywall Ceilings A2330 Touch up Paint 3 17-Dec-19 19-Dec-19 0% Touch up Paint Tiling & Flooring 26 28-Oct-19 04-Dec-19 04-Dec-19, Tiling & Flooring A2340 Install Tile and Grout 8 28-Oct-19 06-Nov-19 0% Install Tile and Grout A2350 Install Rubber Flooring 3 22-Nov-19 26-Nov-19 0% Install Rubber Flooring A2360 Install Vinyl Base 3 27-Nov-19 03-Dec-19 0% Install Vinyl Base A2370 Install Walk off Mats 1 04-Dec-19 04-Dec-19 0% Install Walk off Mats Millwork 24 21-Oct-19 21-Nov-19 21-Nov-19, Millwork A2380 Field Measure Millwork 1 21-Oct-19 21-Oct-19 0% Field Measure Millwork A2390 Fabricate and Deliver Millwork 15 22-Oct-19 11-Nov-19 0% Fabricate and Deliver Millwork A2400 Install Millwork & Countertops 8 12-Nov-19 21-Nov-19 0% Install Millwork & Countertops Equipment 2 22-Nov-19 25-Nov-19 25-Nov-19, Equipment A2500 Install Commercial Laundry Equip 2 22-Nov-19 25-Nov-19 0% Install Commercial Laundry Equip A2510 Install SS Countertops & Sinks 2 22-Nov-19 25-Nov-19 0% Install SS Countertops & Sinks Specialties 38 08-Oct-19 02-Dec-19 02-Dec-19, Specialties A2410 Install Flag Pole Base 1 08-Oct-19 08-Oct-19 0% Install Flag Pole Base A2420 Install Flag Pole 1 09-Oct-19 09-Oct-19 0% Install Flag Pole A2480 Install Fire Protection Specialties 1 28-Oct-19 28-Oct-19 0% Install Fire Protection Specialties A2440 Install Fencing at Mezzanine 2 06-Nov-19 07-Nov-19 0% Install Fencing at Mezzanine A2450 Install Toilet Accessories 2 07-Nov-19 08-Nov-19 0% Install Toilet Accessories A2460 Install Corner Guards 1 22-Nov-19 22-Nov-19 0% Install Corner Guards A2470 Install Interior and Exterior Signage 5 22-Nov-19 02-Dec-19 0% Install Interior and Exterior Signage A2490 Install Marker Boards 1 25-Nov-19 25-Nov-19 0% Install Marker Boards A2430 Install Metal Shelving 1 26-Nov-19 26-Nov-19 0% Install Metal Shelving Demolition (Phase 2) 27 17-Jan-20 24-Feb-20 24-Feb-20, Demolition (Phase 2) A2770 Owner Move 5 17-Jan-20 23-Jan-20 0% Owner Move A2520 Demo Existing Fire Station 10 24-Jan-20 06-Feb-20 0% Demo Existing Fire Station A2530 Complete Paving & Fencing 12 07-Feb-20 24-Feb-20 0% Complete Paving & Fencing

Actual Work Critical Remaining Work Summary Page 6 of 6 DD 04-Feb-19 Remaining Work Milestone