Vol 2 - Garney Construction

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PART 2PART 3PRODUCTS (NOT USED)EXECUTION (NOT USED)END OF SECTIONPW/WBG/382059OPERATION AND MAINTENANCE DATAAUGUST 15, 2012 01 78 23 - 7©COPYRIGHT 2012 CH2M HILL
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CONTRACT DOCUMENTS ANDSPECIFICATION
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TABLE OF CONTENTSPagesTECHNICAL SPE
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PagesDIVISION 8—OPENINGS08 06 01
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PagesDIVISION 27 (NOT USED)DIVISION
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DIVISION 43—PROCESS GAS AND LIQUI
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SECTION 01 11 00SUMMARY OF WORKPART
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5. Estimated adjustment in price cl
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2. Change Order constitutes full mu
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1.06 FIELD ORDER75 percent of the a
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B. Base estimated progress payments
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SECTION 01 31 13PROJECT COORDINATIO
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E. Construct Work in the following
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per hour). Heating shall be provide
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d. Install Belt Filter Press No. 3
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1. Roles and responsibilities of th
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4. In event of discrepancy in data
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SECTION 01 31 19PROJECT MEETINGSPAR
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1.08 FACILITY STARTUP MEETINGSA. Sc
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10. Major structural, mechanical, e
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4. Identify each activity with a un
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1.07 SCHEDULE ACCEPTANCEA. Engineer
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SECTION 01 33 00SUBMITTAL PROCEDURE
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a. Contractor’s review stamp; com
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. Distribution:1) One copy furnishe
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K. Special Guarantee: Supplier’s
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SECTION 01 42 13ABBREVIATIONS AND A
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40. CRSI Concrete Reinforcing Steel
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117. TCA Tile Council of North Amer
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C. Schedule manufacturer’ service
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1. Title and objectives.2. Recommen
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OWNERMANUFACTURER’S CERTIFICATE O
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C. The presence or absence of a qua
Page 75 and 76: 1. Preparatory Phase:a. Notify Owne
Page 77 and 78: B. Content:another interim plan con
Page 79 and 80: are in compliance with the Contract
Page 82 and 83: SECTION 01 45 33SPECIAL INSPECTION
Page 84 and 85: E. Professional Observation:1. Does
Page 86 and 87: 2. Laboratory and field test report
Page 88 and 89: SECTION 01 50 00TEMPORARY FACILITIE
Page 90 and 91: E. Floor Space: Minimum 150 square
Page 92 and 93: 3.02 TEMPORARY UTILITIESA. Power:1.
Page 94 and 95: 8. Notify property owners and utili
Page 96 and 97: 2. Prior to commencing excavation a
Page 98 and 99: SECTION 01 57 13TEMPORARY EROSION A
Page 100 and 101: Physical PropertyGrab Tensile Stren
Page 102 and 103: 3.03 SEEDINGA. Schedules:1. Perform
Page 104 and 105: SECTION 01 61 00COMMON PRODUCT REQU
Page 106 and 107: C. Unload products in accordance wi
Page 108 and 109: I. Authority Having Jurisdiction (A
Page 110: D. Repaint painted surfaces that ar
Page 113 and 114: C. Damaged or incomplete products t
Page 115 and 116: 3.02 FIELD FINISHINGA. Products wil
Page 117 and 118: esult in a deferral by Engineer to
Page 119 and 120: 3.02 FINAL CLEANINGA. At completion
Page 121 and 122: B. Instructional Manual Format:1. B
Page 123 and 124: h. Where applicable, identify insta
Page 125: c. Use only 8-1/2-inch by 11-inch s
Page 129 and 130: Equipment RecordPage 2 of 2Lubrican
Page 131 and 132: 1.03 FACILITY STARTUP AND PERFORMAN
Page 133 and 134: c. Lubricate equipment in accordanc
Page 135 and 136: B. Demonstrate proper operation of
Page 138: FACILITY PERFORMANCE DEMONSTRATION/
Page 141 and 142: G. Universal Waste Lamp: In accorda
Page 143 and 144: 7. Plug sewer lines with concrete t
Page 145 and 146: 11. Where the concealed raceway is
Page 147 and 148: 3.03 BURNING3. Provide protective m
Page 150 and 151: SECTION 03 01 32REPAIR OF VERTICAL
Page 152 and 153: 1.03 SUBMITTALSA. Action Submittals
Page 154 and 155: c. Technical representative for rep
Page 156 and 157: c. Slant Shear Bond Strength, ASTM
Page 158 and 159: 3.03 REINFORCEMENT INSTALLATIONA. P
Page 160 and 161: B. Compression Strength Test:1. Tes
Page 162 and 163: SECTION 03 01 33REPAIR OF HORIZONTA
Page 164 and 165: D. New Concrete: Concrete less than
Page 166 and 167: E. Freeze-thaw Resistance and Resis
Page 168 and 169: I. Manufacturers and Products:1. BA
Page 170 and 171: 2.08 CEMENTITIOUS BONDING AGENT AND
Page 172 and 173: D. Following removal of unsound or
Page 174 and 175: c. Working Time: 30 minutes at 70 d
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2. Direct Tension Bond Test:a. Two
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SECTION 03 10 00CONCRETE FORMING AN
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4. Flat bar ties for panel forms; f
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3.03 FORM REMOVALd. Column Type C-A
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1.02 SUBMITTALSA. Action Submittals
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2.04 BOND BREAKERA. Tape for Joints
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H. Ties for PVC Waterstop: “Hog R
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C. Plastic Waterstop:1. Install in
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3.07 PREFORMED CONTROL JOINTSA. Use
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2.03 FABRICATIONbe embedded. Precas
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D. Place welded wire fabric on conc
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1.02 DEFINITIONSn. C618, Standard S
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5) Aggregates, including specified
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B. Qualifications:1. Batch Plant: N
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c. Limit deleterious substances in
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7. Use water-reducing and retarding
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PART 3EXECUTION3.01 PLACING CONCRET
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4. Consider beams, girders, bracket
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3. Clean areas to receive grout top
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4. Inject cracks in accordance with
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F. Type S-6 (Sidewalk Finish):1. Sl
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8. If measured air content at deliv
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3. Bonding Agent Manufacturer’s R
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3.14 SUPPLEMENTSA. Requirements of
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Nominal Maximum Aggregate Sizein.
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CONCRETE MIX DESIGN, CLASS 4500F2S1
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CONCRETE MIX DESIGN, CLASS SM00F2S1
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CONCRETE MIX DESIGN, CLASS GT00F1S1
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SECTION 03 35 00CONCRETE FINISHINGP
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3. Sonneborn, Minneapolis, MN.4. Eu
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SECTION 03 39 00CONCRETE CURINGPART
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B. Use one of the following methods
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B. Informational Submittals:1. For
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G. Embedded Items:1. ASTM A36 steel
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2.05 SOURCE QUALITY CONTROLA. Prepa
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3.05 FIELD QUALITY CONTROLA. Inspec
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1.03 QUALIFICATIONS6. Test Reports:
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B. Category II:1. Nonmetallic, nong
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7. Strength Test Failures: Nonshrin
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A. Bagged Material:1. List lot numb
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SECTION 03 63 00CONCRETE DOWELINGPA
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c. Simpson Strong-Tie Co., Inc., Pl
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SECTION 04 21 13.13MASONRY VENEERPA
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PART 2PRODUCTS2.01 MASONRY UNITSA.
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G. Sand: ASTM C144, in addition not
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4. Manufacturer and Product: Dur-O-
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ick plumb, true to line, with level
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M. Anchoring: Anchor brick veneer t
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3.07 PROTECTIONA. Wall Covering: Du
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2.02 MASONRY UNITSA. General:1. Fur
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2.07 GROUT MIXES5. Add remaining ag
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2. Running Bond:a. Unless otherwise
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3. Lap reinforcing bars as shown, w
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. Provide sufficient size to permit
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E. Protect masonry against freezing
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J. UT: Ultrasonic Testing.K. VT: Vi
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3.02 NONDESTRUCTIVE WELD TESTING RE
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Welding and Nondestructive TestingS
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i. A194/A194M, Specification for Ca
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E. Submerged: Location at or below
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ItemSteel Bolts and Nuts:Carbon Ste
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. Store adhesive cartridges on pall
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2.10 FLOOR PLATEA. Material:1. Alum
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2.13 FLOOR HATCHESA. Load Capacity:
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5. Fabricate to longest length as p
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2.20 FABRICATIONA. General:1. Finis
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PART 3EXECUTION3.01 INSTALLATION OF
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5. Do not exceed maximum torque as
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3.10 MANUFACTURER’S SERVICESA. Ad
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Service Useand Location Product Rem
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c. Design Data: Calculations or tes
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PART 2PRODUCTS2.01 DESIGN PERFORMAN
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e. Base Connection:1) Manufacturers
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B. Bolts and Nuts for Bolting Handr
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D. Setting Posts:1. Surface Mounted
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SECTION 05 53 00METAL GRATINGSPART
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5. Bearing Bars, Cross Bars and Ban
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2. Coordinate dimensions and fabric
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2.03 CONSTRUCTION PANELSA. Plywood:
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PART 3EXECUTION3.01 EXAMINATIONA. V
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SECTION 07 19 00WATER REPELLENTSPAR
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PART 3EXECUTION3.01 EXAMINATION AND
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SECTION 07 21 00THERMAL INSULATIONP
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3.02 RIGID INSULATIONA. Install in
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1.02 SUBMITTALSb. HH-I/2, (Basic; A
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1.07 SPECIAL GUARANTEEA. Product: F
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2. Flashing sheet combining SBS pol
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B. Bitumen:1. Maintain kettle tempe
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SECTION 07 62 00SHEET METAL FLASHIN
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C. Carefully handle to avoid damage
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C. Finish: Factory finished with an
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K. At exposed ends of counterflashi
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3.03 FINISHA. Exposed Surfaces of F
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D. Manufacturers and Products:1. Pa
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2.09 ROOF DRAINSA. Molded plastic d
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SECTION 07 92 00JOINT SEALANTSPART
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3. Manufacturers and Products:a. BA
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B. Joint Cleaner: Noncorrosive and
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C. Apply joint sealant manufacturer
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SECTION 08 06 01DOOR AND HARDWARE S
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SECTION 08 11 16ALUMINUM DOORS AND
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PART 3EXECUTION3.01 INSTALLATIONA.
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B. Informational Submittals:1. Thir
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2.04 FINISHES4. Motor Rating: Minim
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SECTION 08 41 13ALUMINUM-FRAMED ENT
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PART 2PRODUCTS2.01 MANUFACTURERSA.
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3.02 INSTALLATIONA. In accordance w
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SECTION 08 71 00DOOR HARDWAREPART 1
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Door HeightUp to 5'-0”5'-1” to
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2.07 EXIT DEVICESA. BHMA A156.3.B.
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No. Type Description Pemko ReeseT2
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3.03 MANUFACTURER’S SERVICESA. De
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1.02 SUBMITTALSp. E1300, Standard P
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B. Handling:1. Stack individual lit
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1. Silicone Glazing Sealant: ASTM C
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B. Exterior Dry Method (Gasket Glaz
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SECTION 08 90 00LOUVERSPART 1GENERA
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2.03 ACCESSORIESA. Anchors and Fast
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LOUVER SCHEDULELOUVER TYPES: ABBREV
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INTERIOR FINISH SCHEDULEABBREVIATIO
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SECTION 09 90 00PAINTING AND COATIN
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3. Factory Applied Coatings: Manufa
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2.03 PAINT MATERIALSA. General:1. M
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d. Prior to blast cleaning, grind s
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more than 5 percent of each unit ar
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4. Brush-off blast clean to remove
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c. Acid will react vigorously for a
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4. Visually inspect concrete, mason
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G. System No. 25 Exposed PVC:Surfac
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pinholes, holidays, and discontinui
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PAINT SYSTEM DATA SHEETComplete thi
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SECTION 10 14 00SIGNAGEPART 1GENERA
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2.04 SIGNSC. Manufacturers and Prod
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6. Manufacturers and Products:a. Br
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MarkMaterialH-3 CalciumHydroxide (9
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3.07 SUPPLEMENTS2. Operating Proced
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SIGN SCHEDULESignSize Mounting Lett
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SECTION 10 44 00PORTABLE FIRE AND S
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PART 3EXECUTION3.01 INSTALLATIONA.
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SECTION 22 10 01.08POLYETHYLENE (PE
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SECTION 22 40 00PLUMBING FIXTURESPA
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4. FD-2, Floor Drain (Unfinished Ar
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D. Adjust water flows in domestic w
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4. Have a proven record of at least
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4. Adjust outside air dampers, retu
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SECTION 23 09 00.01HVAC CONTROLS SE
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SECTION 23 09 13HVAC CONTROLS, FIEL
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SECTION 23 31 13METAL DUCTS AND ACC
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1.02 DEFINITIONSd. Fire, Smoke, and
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E. Changes or alterations to layout
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D. Water-Based Sealants:1. Listed b
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2. Provide fasteners that do not da
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2.10 MANUAL DAMPERSA. Butterfly Man
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C. Penetrations:1. Provide duct sle
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D. Support horizontal ducts within
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3.09 BALANCING OF AIR SYSTEMSA. Per
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e. Drawings showing layout, support
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B. Reinforcement:1. Veil: Chemical
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3. Support Spacing:a. 24 Inch Diame
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6. Anti-seize thread compound shall
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4. 1-inch minimum flat rectangular
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1.02 DEFINITIONS6. CSA America (CSA
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d) Static pressure, capacity, horse
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PART 2PRODUCTS2.01 EQUIPMENT SCHEDU
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2. Panel Arrangement: Panels mechan
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5) Base:a) All-welded heavy-gauge m
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d. Adequately sized access door(s)
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H. Control Dampers:1. Internally mo
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2.08 CORROSION PROTECTIONA. General
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a. Belt Drive (except Vane Axial):
Page 559 and 560:
E. Vibration Testing:3.04 CLEANING1
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AIR HANDLING UNITSEQUIPMENT ID NUMB
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1.02 DEFINITIONSA. The following is
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PART 2PRODUCTS2.01 GENERALA. Specif
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5. Low pressure bypass shall be fac
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C. Coating Process:1. Coil Inspecti
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supervise initial operation, calibr
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WALL MOUNT AIR CONDITIONER 23 81 00
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