Vol 2 - Garney Construction

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3.03 FORM REMOVALd. Column Type C-A:1) Physical Dimensions: Maximum 1/4 inch minus or 1/2 inchplus from dimension shown.2) Plumb within 1/4 inch in 10 feet in all directions withmaximum 1/2 inch out-of-plumb at top with respect tobottom.A. Nonsupporting forms (sides of beams, walls, columns, and similar parts ofWork) may be removed after cumulatively curing at not less than 50 degrees Ffor 24 hours from time of concrete placement if:1. Concrete is sufficiently hard so as not to sustain damage by formremoval operations.2. Curing and protection operations are maintained.B. Elevated Structural Slabs or Beams: In accordance with ACI 318/318R,Chapter 6, and at such time as concrete has reached compressive strengthequal to 80 percent of specified 28-day compressive strength as determined bytest cylinders.END OF SECTIONPW/WBG/382059CONCRETE FORMINGAUGUST 15, 2012AND ACCESSORIES©COPYRIGHT 2012 CH2M HILL 03 10 00 - 5
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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
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1. Preparatory Phase:a. Notify Owne
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B. Content:another interim plan con
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are in compliance with the Contract
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SECTION 01 45 33SPECIAL INSPECTION
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E. Professional Observation:1. Does
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2. Laboratory and field test report
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SECTION 01 50 00TEMPORARY FACILITIE
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E. Floor Space: Minimum 150 square
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3.02 TEMPORARY UTILITIESA. Power:1.
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8. Notify property owners and utili
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2. Prior to commencing excavation a
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SECTION 01 57 13TEMPORARY EROSION A
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Physical PropertyGrab Tensile Stren
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3.03 SEEDINGA. Schedules:1. Perform
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SECTION 01 61 00COMMON PRODUCT REQU
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C. Unload products in accordance wi
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I. Authority Having Jurisdiction (A
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D. Repaint painted surfaces that ar
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C. Damaged or incomplete products t
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3.02 FIELD FINISHINGA. Products wil
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esult in a deferral by Engineer to
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3.02 FINAL CLEANINGA. At completion
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B. Instructional Manual Format:1. B
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h. Where applicable, identify insta
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c. Use only 8-1/2-inch by 11-inch s
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Equipment RecordPage 1 of 2Equipmen
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SECTION 01 91 14EQUIPMENT TESTING A
Page 132 and 133: C. Provide temporary valves, gauges
Page 134 and 135: 5. Unless otherwise indicated, furn
Page 136: UNIT PROCESS STARTUP FORMOWNER:PROJ
Page 140 and 141: SECTION 02 41 00DEMOLITIONPART 1GEN
Page 142 and 143: 1.06 SEQUENCING AND SCHEDULINGA. Th
Page 144 and 145: 3. Patching shall be as specified a
Page 146 and 147: 4. Ensure that structural elements
Page 148: 3. Products, equipment and applianc
Page 151 and 152: 1.02 DEFINITIONSp. C1583/C1583M, St
Page 153 and 154: B. Demonstration Mockup for Hand-Ap
Page 155 and 156: 2.02 SYSTEM D—SITE-MIXED PORTLAND
Page 157 and 158: C. Do not use power-driven jackhamm
Page 159 and 160: D. Apply scrub coat of mortar worke
Page 161 and 162: 3.08 MORTAR REPAIR FAILED TESTA. Re
Page 163 and 164: 1.02 DEFINITIONSp. C1012/C1012M, St
Page 165 and 166: B. Pre-repair Conference:1. Require
Page 167 and 168: F. Splitting Tensile Strength, ASTM
Page 169 and 170: 2.06 WATERF. Abrasion Resistance De
Page 171 and 172: 2.10 EVAPORATION RETARDANTA. As spe
Page 173 and 174: M. Overlays:1. Square cut edges to
Page 175 and 176: 3. Liquid-membrane curing compounds
Page 177 and 178: 3.10 CLEANINGA. Remove excess repai
Page 179 and 180: 1.04 QUALIFICATIONSA. Formwork Desi
Page 181: 3. Inspect form surfaces prior to i
Page 185 and 186: 1.02 SUBMITTALSA. Action Submittals
Page 187 and 188: 2.04 BOND BREAKERA. Tape for Joints
Page 189 and 190: H. Ties for PVC Waterstop: “Hog R
Page 191 and 192: C. Plastic Waterstop:1. Install in
Page 193 and 194: 3.07 PREFORMED CONTROL JOINTSA. Use
Page 195 and 196: 1.02 SUBMITTALSA. Action Submittals
Page 197 and 198: 2.03 FABRICATIONbe embedded. Precas
Page 199 and 200: D. Place welded wire fabric on conc
Page 201 and 202: 1.02 DEFINITIONSn. C618, Standard S
Page 203 and 204: 5) Aggregates, including specified
Page 205 and 206: B. Qualifications:1. Batch Plant: N
Page 207 and 208: c. Limit deleterious substances in
Page 209 and 210: 7. Use water-reducing and retarding
Page 211 and 212: PART 3EXECUTION3.01 PLACING CONCRET
Page 213 and 214: 4. Consider beams, girders, bracket
Page 215 and 216: 3. Clean areas to receive grout top
Page 217 and 218: 4. Inject cracks in accordance with
Page 219 and 220: F. Type S-6 (Sidewalk Finish):1. Sl
Page 221 and 222: 8. If measured air content at deliv
Page 223 and 224: 3. Bonding Agent Manufacturer’s R
Page 225 and 226: 3.14 SUPPLEMENTSA. Requirements of
Page 227 and 228: Nominal Maximum Aggregate Sizein.
Page 230 and 231: CONCRETE MIX DESIGN, CLASS 4500F2S1
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CONCRETE MIX DESIGN, CLASS SM00F2S1
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CONCRETE MIX DESIGN, CLASS 4500F1S1
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CONCRETE MIX DESIGN, CLASS 4500F3S1
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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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1.02 SUBMITTALSA. Action Submittals
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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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1.02 SUBMITTALSA. Action Submittals
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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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