Vol 2 - Garney Construction

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4. Material not unloaded from transporting vehicle.5. Defective Work not accepted by Owner.6. Material remaining on hand after completion of Work.1.07 PARTIAL PAYMENT FOR STORED MATERIALS AND EQUIPMENTA. Partial Payment: No partial payments will be made for materials andequipment delivered or stored unless Shop Drawings and preliminaryoperation and maintenance data is acceptable to Engineer.B. Final Payment: Will be made only for products incorporated in Work;remaining products, for which partial payments have been made, shall revertto Contractor unless otherwise agreed, and partial payments made for thoseitems will be deducted from final payment.PART 2PART 3PRODUCTS (NOT USED)EXECUTION (NOT USED)END OF SECTIONPW/WBG/382059PAYMENT PROCEDURESAUGUST 15, 2012 01 29 00 - 3©COPYRIGHT 2012 CH2M HILL
Page 1 and 2: CONTRACT DOCUMENTS ANDSPECIFICATION
Page 4 and 5: TABLE OF CONTENTSPagesTECHNICAL SPE
Page 6 and 7: PagesDIVISION 8—OPENINGS08 06 01
Page 8 and 9: PagesDIVISION 27 (NOT USED)DIVISION
Page 10: DIVISION 43—PROCESS GAS AND LIQUI
Page 14: SECTION 01 11 00SUMMARY OF WORKPART
Page 17 and 18: 5. Estimated adjustment in price cl
Page 19 and 20: 2. Change Order constitutes full mu
Page 21 and 22: 1.06 FIELD ORDER75 percent of the a
Page 23: B. Base estimated progress payments
Page 27 and 28: C. Contractor shall coordinate dire
Page 29 and 30: e. Construct new concrete pads for
Page 31 and 32: d. Reconnect all existing active si
Page 33 and 34: until connected to new odor control
Page 35 and 36: C. Engineer shall have the right to
Page 37 and 38: D. Restore existing work, Undergrou
Page 39 and 40: 1.04 PROGRESS MEETINGSA. Engineer w
Page 42 and 43: SECTION 01 32 00CONSTRUCTION PROGRE
Page 44 and 45: 3. Show complete interdependence an
Page 46 and 47: Contractor shall, within 7 days of
Page 48: 1.08 ADJUSTMENT OF CONTRACT TIMESA.
Page 51 and 52: 3. Identify each submittal with the
Page 53 and 54: 3. Manufacturer’s Color Chart: Un
Page 55 and 56: D. Contract Closeout Submittals: In
Page 57 and 58: O. Testing and Startup Data: In acc
Page 59 and 60: 1. AA Aluminum Association2. AABC A
Page 61 and 62: 79. MMA Monorail Manufacturers’ A
Page 64 and 65: SECTION 01 43 33MANUFACTURERS’ FI
Page 66 and 67: 3.03 MANUFACTURER’S CERTIFICATE O
Page 68: MANUFACTURER’S CERTIFICATE OF COM
Page 72 and 73: SECTION 01 45 16.13CONTRACTOR QUALI
Page 74 and 75:
3.03 QUALITY CONTROL ORGANIZATIONA.
Page 76 and 77:
d) Establish level of workmanship a
Page 78 and 79:
D. Notification of Changes: After a
Page 80:
3.09 COMPLETION INSPECTIONA. CQC Sy
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2. Special Inspection, Continuous:
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a. Special Inspection and testing r
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3.02 TESTINGA. To facilitate testin
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B. Use area designated for Contract
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PART 3EXECUTION3.01 ENGINEER’S FI
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3. Provide means to prevent water u
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F. Waterways: Keep ditches, culvert
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3.07 PARKING AREASA. Control vehicu
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5. U.S. Weather Bureau: Rainfall Fr
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PART 3EXECUTION3.01 PREPARATIONA. E
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B. Replace or repair failed or over
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name of Project and Contractor, equ
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H. Hazardous Materials: Prevent con
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B. Lubrication System:1. Require no
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SECTION 01 64 00OWNER-FURNISHED PRO
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1.08 EXTRA MATERIALSA. Unless other
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SECTION 01 77 00CLOSEOUT PROCEDURES
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B. Preservation:1. Maintain documen
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SECTION 01 78 23OPERATION AND MAINT
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1.05 SUBMITTALSA. Informational:d.
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6. Guarantee, Bond, and Service Agr
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PART 2PART 3PRODUCTS (NOT USED)EXEC
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Equipment RecordPage 2 of 2Lubrican
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1.03 FACILITY STARTUP AND PERFORMAN
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c. Lubricate equipment in accordanc
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B. Demonstrate proper operation of
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FACILITY PERFORMANCE DEMONSTRATION/
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G. Universal Waste Lamp: In accorda
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7. Plug sewer lines with concrete t
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11. Where the concealed raceway is
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3.03 BURNING3. Provide protective m
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SECTION 03 01 32REPAIR OF VERTICAL
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1.03 SUBMITTALSA. Action Submittals
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c. Technical representative for rep
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c. Slant Shear Bond Strength, ASTM
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3.03 REINFORCEMENT INSTALLATIONA. P
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B. Compression Strength Test:1. Tes
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SECTION 03 01 33REPAIR OF HORIZONTA
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D. New Concrete: Concrete less than
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E. Freeze-thaw Resistance and Resis
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I. Manufacturers and Products:1. BA
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2.08 CEMENTITIOUS BONDING AGENT AND
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D. Following removal of unsound or
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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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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
Page 193 and 194:
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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Page 236 and 237:
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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
Page 349 and 350:
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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):
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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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