Vol 2 - Garney Construction

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e. Formed Aluminum Wall Flange:1) Manufacturers and Products:a) Thompson Fabricating Co.; Part No. CF-2.b) Moultrie Manufacturing Co.; Part No. 41250.9. Handrail Gate: 6063-T6, 6105-T5, or 6061-T6 extruded aluminum.a. Hardware Manufacturers and Products:1) Julius Blum & Co., Inc., Carlstadt, NJ; No. 782/3 gatehinges with springs, and No. 784 gate latch and stop.2) CraneVeyor Corp., South El Monte, CA; No. C4370b gatehinges with spring, No. C4369 gate latch, and No. C4368gate stop.3) Thompson Fabricating Co., Birmingham, AL.4) Moultrie Manufacturing Co., Moultrie, GA; PartNo. W60006.10. Toeboards and Accessories:a. Material: Molded or extruded 6063 or 6061 aluminum.b. Manufacturers:1) Thompson Fabricating Co.2) Moultrie Manufacturing Co.; Part No. WIIKP20.11. Castings for Handrails:a. Cast Al-mag with sufficient strength to meet load and testrequirements.b. Anodizable grade finish with excellent resistance to corrosionwhen subject to exposure of sodium chloride solution intermittentspray and immersion.E. Concrete Embedded Metal Anchorages: In accordance with Section 05 50 00,Metal Fabrications.F. Finishes:1. Handrail Pipe and Post: In accordance with AA DAF45, designationAA-M32-C22-A41.2. Cast Fittings and Toeboards: In accordance with AA DAF45,designation AA-M10-C22-A41.2.03 ANCHOR BOLTS, FASTENERS, AND CONCRETE ANCHORSA. Locknuts, Washers, and Screws:1. Elastic Locknuts, Steel Flat Washers, RHMS Round Head MachineScrews: Type A 304 or Type A 316 stainless steel.2. Flat Washers: Molded nylon.3. Manufacturer: McMaster-Carr Supply Co., Los Angeles, CA.PW/WBG/382059METAL RAILINGSAUGUST 15, 2012 05 52 00 - 7©COPYRIGHT 2012 CH2M HILL
B. Bolts and Nuts for Bolting Handrail to Metal Beams: ASTM A193/A193Mand ASTM A194/A194M, Type A 316 stainless steel with minimum yieldstrength for bolts of 95,000 psi, unless otherwise shown.C. Concrete Anchors:1. Stainless steel Type 304 or Type 316.2. Use ICC IBC approved values for size, length, embedment, spacing, andedge distance to match required loads shown in calculations.D. Epoxy Anchors:1. Heavy-duty 1/2-inch diameter, for exterior use only in accordance withSection 05 50 00, Metal Fabrications, as an alternative to mechanicalconcrete anchors.2. Design and provide number required.3. Do not use where fire or elevated temperatures above 110 degrees Fexist.2.04 FABRICATION OF ALUMINUM HANDRAILSA. Shop Assembly:1. Post Spacing: Maximum 4 foot horizontal spacing.2. Railing Posts Bolted to Metal or Concrete:a. In lieu of field cutting, provide approved fitting with sufficientpost overlap, containing provisions for vertical adjustment.b. Field fit-up is required.3. Free of burrs, nicks, and sharp edges when fabrication is complete.4. Welding is not permitted.B. Shop/Factory Finishing:1. Use same alloy for uniform appearance throughout fabrication forrailings.2. Handrail and Post Fittings: Match fittings with color of pipe in handrail.3. Sand cast parts not permitted.C. Tolerances:1. Shop assemble rails, posts, and formed elbows with a close tolerance fortight fit.2. Fit dowels tightly inside posts.METAL RAILINGSPW/WBG/38205905 52 00 - 8 AUGUST 15, 2012©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
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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
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C. Provide temporary valves, gauges
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5. Unless otherwise indicated, furn
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UNIT PROCESS STARTUP FORMOWNER:PROJ
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SECTION 02 41 00DEMOLITIONPART 1GEN
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1.06 SEQUENCING AND SCHEDULINGA. Th
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3. Patching shall be as specified a
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4. Ensure that structural elements
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3. Products, equipment and applianc
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1.02 DEFINITIONSp. C1583/C1583M, St
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B. Demonstration Mockup for Hand-Ap
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2.02 SYSTEM D—SITE-MIXED PORTLAND
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C. Do not use power-driven jackhamm
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D. Apply scrub coat of mortar worke
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3.08 MORTAR REPAIR FAILED TESTA. Re
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1.02 DEFINITIONSp. C1012/C1012M, St
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B. Pre-repair Conference:1. Require
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F. Splitting Tensile Strength, ASTM
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2.06 WATERF. Abrasion Resistance De
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2.10 EVAPORATION RETARDANTA. As spe
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M. Overlays:1. Square cut edges to
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3. Liquid-membrane curing compounds
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3.10 CLEANINGA. Remove excess repai
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1.04 QUALIFICATIONSA. Formwork Desi
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3. Inspect form surfaces prior to i
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SECTION 03 15 00CONCRETE JOINTS AND
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G. Thickness: Constant from bulb ed
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2.07 POURABLE JOINT FILLERSA. Fille
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3.03 INSTALLATION OF WATERSTOPSA. G
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B. Bituminous Type Premolded Joint
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SECTION 03 21 00REINFORCING STEELPA
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B. Mechanical Splices and Connectio
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3. Welded Splices: Accomplish by fu
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SECTION 03 30 00CAST-IN-PLACE CONCR
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B. Contractor’s Licensed Design E
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h. Procedures for measuring and rec
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d. Slump and placement time to main
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2.02 ANCILLARY MATERIALSA. Bonding
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Sieve Sizes2.04 CONCRETE MIXINGComb
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D. Conveyor Belts and Chutes:1. Des
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K. Cold Weather Placement:1. Unless
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3.04 REPAIRING CONCRETEA. General:1
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B. Type S-1 (Steel Troweled Finish)
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3.08 BEAM AND COLUMN FINISHESA. Typ
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2. These specimens shall be in addi
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AreaWater-holding tanks, channels,
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CONCRETE MIX DESIGN, CLASS 5000F3S1
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7. Unless otherwise permitted, mini
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Nominal Maximum Aggregate Sizein.
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D. Refer to PART 1 through PART 3 o
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Nominal Maximum AggregateSizein.
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4. Limit supplementary cementitious
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materials providing sulfate resista
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B. Preinstallation Training: Manufa
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C. Epoxy Joint Filler:1. Allow 90 d
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PART 2PRODUCTS2.01 MATERIALSA. Wate
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SECTION 03 40 00PRECAST CONCRETEPAR
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C. Mockup Panels for Architectural
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2.03 DESIGN REQUIREMENTSA. Structur
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E. Lifting and Setting Panels in Po
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SECTION 03 62 00NONSHRINK GROUTINGP
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ApplicationMachine bases 25 hp orle
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PART 3EXECUTION3.01 NONSHRINK GROUT
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SUPPLEMENT 1(Test Lab Name)(Address
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6. Perform final observation at 24
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1.04 QUALITY ASSURANCEA. Qualificat
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3.02 FIELD QUALITY CONTROLA. Specia
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c. Cast stone trim Samples not less
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2.03 MORTAR AND GROUT MATERIALSA. M
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2.07 MASONRY ACCESSORIES AND ANCILL
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2.09 GROUT PREPARATIONA. Mix grout
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G. Masonry Control Joints:1. Provid
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acid, remove stains with fiber brus
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SECTION 04 22 00CONCRETE UNIT MASON
Page 286 and 287: 5. Demonstrate ability to keep insu
Page 288 and 289: C. Aggregates:1. Mortar: ASTM C144,
Page 290 and 291: 3.02 PREPARATIONA. Prepare surface
Page 292 and 293: 4. As units are laid, remove excess
Page 294 and 295: 6. Vertical Reinforcement:a. First
Page 296 and 297: 24 hours, and for additional time a
Page 298 and 299: SECTION 05 05 23WELDINGPART 1GENERA
Page 300 and 301: 1.04 QUALIFICATIONSA. WPSs: In acco
Page 302: 6. Supervise nondestructive testing
Page 306 and 307: SECTION 05 50 00METAL FABRICATIONSP
Page 308 and 309: ff.gg.hh.ii.jj.kk.ll.1.02 DEFINITIO
Page 310 and 311: B. Package stainless steel items in
Page 312 and 313: B. Anchor Bolt Sleeves:1. Plastic:a
Page 314 and 315: 2.08 U-CHANNEL CONCRETE INSERTSA. R
Page 316 and 317: 2.12 SIDEWALK DOORSA. Load Capacity
Page 318 and 319: 2.14 HATCH SAFETY NETA. General:1.
Page 320 and 321: B. Components and Accessories:1. Fo
Page 322 and 323: E. Galvanizing:1. Fabricate steel t
Page 324 and 325: C. Minimum Bolt Size: 1/2-inch diam
Page 326 and 327: 3.08 ELECTROLYTIC PROTECTIONA. Alum
Page 328 and 329: Service Useand Location Product Rem
Page 330 and 331: SECTION 05 52 00METAL RAILINGSPART
Page 332 and 333: c. Deflection Criteria: In accordan
Page 334 and 335: C. Rails, Posts, and Formed Elbows:
Page 338 and 339: PART 3EXECUTION3.01 GENERALA. Provi
Page 340: 1. Treatment of Field Welds for Gal
Page 343 and 344: B. Informational Submittals:1. Spec
Page 345 and 346: 2.05 FABRICATION4. Manufacturers an
Page 348 and 349: SECTION 06 10 00ROUGH CARPENTRYPART
Page 350 and 351: D. Protect fire-retardant materials
Page 352 and 353: c. Wood framing members less than 1
Page 354: B. Use FR-S rated wood on interior
Page 357 and 358: B. Weather: Clear with no precipita
Page 359 and 360: 3.05 PROTECTIONA. Protect adjacent
Page 361 and 362: PART 2PRODUCTS2.01 BATT INSULATION
Page 364 and 365: SECTION 07 52 16SBS-MODIFIED BITUMI
Page 366 and 367: C. Preroofing Conference:1. Attende
Page 368 and 369: B. Membrane and Flashing Materials:
Page 370 and 371: C. Tapered Board System:1. Factory
Page 372: 3.03 FIELD QUALITY CONTROLA. Concre
Page 375 and 376: C. Wind Uplift Pressure: Determine
Page 377 and 378: 2.02 REGLETS AND COUNTERFLASHINGA.
Page 379 and 380: 2.06 FABRICATION OF FLASHINGA. Fiel
Page 381 and 382: B. Verify nailing strips and blocki
Page 384 and 385: SECTION 07 70 01ROOF SPECIALTIES AN
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C. Manufacturers and Products:2.05
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2. Use appropriate pipe curb assemb
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1.05 SPECIAL GUARANTEEA. Product: F
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H. Type 6—One-Part Polyurethane,
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1. Mask adjacent surfaces where nec
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Joint LocationsSealant Type(s)Other
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DOOR AND HARDWARE SCHEDULEABBREVIAT
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C. Kawneer.D. Special Lite, Inc.2.0
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SECTION 08 33 23OVERHEAD COILING DO
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D. Surface Burning Characteristics,
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C. Complete wiring from disconnect
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1.03 SUBMITTALSA. Action Submittals
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2.03 FINISHJ. Isolation Tape:1. Man
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3.04 MANUFACTURER’S SERVICESA. Pr
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1.03 QUALITY ASSURANCEA. Qualificat
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6. Manufacturers and Products:a. Co
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2.09 STOPS AND HOLDERSA. BHMA A156.
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PART 3EXECUTION3.01 INSTALLATIONA.
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SECTION 08 80 00GLAZINGPART 1GENERA
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. Glass: Provide structural, physic
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3. Conforming to CPSC 16 CFR 1201 C
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B. Spacer Shims: Elastomeric materi
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B. Replacements and Repairs: Prior
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B. Informational Submittals:1. Fact
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C. Install insulated blank-off pane
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SECTION 09 06 00SCHEDULES FOR FINIS
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Space Floor Base Typical Wall Other
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1.02 DEFINITIONSA. Terms used in th
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B. Storage:1. Store products in a p
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ProductEpoxy, High SolidsPolyuretha
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3. Where the specified degree of su
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. Cleaning Methods: Steam, open fla
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4. Apply one spot coat of specified
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6. Coat units or surfaces to be bol
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1. Use on the following items or ar
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3.09 COLORSA. Match existing, unles
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3. Apply finish coats, including to
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PAINT PRODUCT DATA SHEETComplete an
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D. Finish:1. Border Face and Edge,
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F. Exit Signs (Type G):1. Material:
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PART 3EXECUTION3.01 INSTALLATION—
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MarkMaterialH-18 Sulfuric Acid(12.7
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SIGN SCHEDULESignSize Mounting Lett
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SIGN SCHEDULESignSize Mounting Lett
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1.04 ENVIRONMENTAL REQUIREMENTSA. S
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SECTION 22 10 01.02POLYVINYL CHLORI
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SECTION 22 10 01.08POLYETHYLENE (PE
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B. Drainage Products:1. General:a.
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12. WCO, Wall Cleanout:a. Material:
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SECTION 23 05 93TESTING, ADJUSTING,
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B. General:1. When adjustments are
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B. Balancing Log Report Requirement
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D. Smoke Safety Control:1. Locate d
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2. Service:a. Process Fluid: Air, u
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k. A1008/A1008M, Standard Specifica
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1.04 QUALITY ASSURANCE5) Hangers an
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4. For ductwork that is required to
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B. Elbows:1. Fit square-turn elbows
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2.09 DUCTWORK HANGERS AND SUPPORTSA
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. Size to allow insertion of pitot
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2. Determine location of spin-in af
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B. Manual Dampers:1. Provide balanc
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SECTION 23 31 16.16THERMOSET FIBERG
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1.04 DELIVERY, STORAGE, AND HANDLIN
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C. Keep use of flanges to a minimum
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. Blades: Fiberglass reinforced pla
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SECTION 23 37 00AIR OUTLETS AND INL
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SECTION 23 77 00AIR HANDLING UNITSP
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1.03 SUBMITTALS14. IEC: Internation
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1.04 QUALITY ASSURANCEA. Fans: Lice
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2. Guard faces of expanded metal ha
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C. Unit Base:b. Sized and located t
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3) Selected for average life (ABMA
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2. Media Schedule:a. Main Filter:1)
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2) Sized and located to provide eas
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2.10 SOURCE QUALITY CONTROLA. Facto
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3.02 FIELD QUALITY CONTROLA. Functi
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AIR HANDLING UNITSEQUIPMENT ID NUMB
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SECTION 23 81 00UNITARY AIR-CONDITI
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1.04 QUALITY ASSURANCEA. Heating an
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D. Refrigeration Components:1. Refr
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4. Disconnects: Factory installed n
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C. Anchor Bolts: Type 316 stainless
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3.04 MANUFACTURER’S SERVICESA. Pr
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