Vol 2 - Garney Construction

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SECTION 08 11 16ALUMINUM DOORS AND FRAMESPART 1GENERAL1.01 REFERENCESA. The following is a list of standards which may be referenced in this section:1.02 SUBMITTALS1. American Architectural Manufacturers Association (AAMA): 605.2,<strong>Vol</strong>untary Specification for High Performance Organic Coatings onArchitectural Extrusions and Panels.2. ASTM International (ASTM): B209/B209M, Specification forAluminum and Aluminum-Alloy Sheet and Plate.A. Action Submittals: Applicable information for each type of door and frame,including:1. Frame conditions and complete anchorage details, supplemented bysuitable schedules covering doors and frames.2. Connections of door frames to structural steel framing concealed inframes.3. Location and field splice joints for frames too large to ship in one piece;indicate complete instructions for making field splices.4. Joints required to accommodate expansion joint movement.5. Relate to door numbers used in Contract Drawings.1.03 DELIVERY, STORAGE, AND HANDLINGA. Properly identify each item with number used in Contract Drawings.B. Store doors upright, in protected dry area, at least 1 inch off ground or floorand at least 1/4 inch between individual pieces.PART 2PRODUCTS2.01 MANUFACTURERSA. Alutech Corp.B. Commercial Door Systems.PW/WBG/382059ALUMINUM DOORS AND FRAMESAUGUST 15, 2012 08 11 16 - 1©COPYRIGHT 2012 CH2M HILL
C. Kawneer.D. Special Lite, Inc.2.02 MATERIALSA. Aluminum Frames:1. Extruded from 6063-T5 aluminum alloy meeting ASTM B209.2. Minimum Wall Thickness: 0.125 inch.3. Mechanically fastened corners.4. Reinforcements: 6061-T6 aluminum of 1/4-inch minimum thickness.5. Size and Profile: 5 inches by 1-3/4 inches, with open or closed back andapplied stop with integral weatherstripping.6. Concealed fasteners or welding are preferred to through-the-facefasteners.B. Flush Aluminum Doors: 6063-T5 extrusions and 5005-H14, smooth facesheets. Minimum component thicknesses as follows:1. Face Sheets:a. 0.062 inch aluminum bonded to minimum 0.120 in FRP orhardboard impact reinforcement.b. At manufacturer’s option, 0.125 inch aluminum with rabettededges may be provided in lieu of impact reinforcement.2. Beveled Lock Rail Edge.3. Insulated Core, Minimum R-value: 5.8.4. Reinforce for hardware.2.03 MISCELLANEOUS ITEMSA. Filler or Transom Panels: Furnish of same construction and finish as door.B. Furnish manufacturer’s standard core filler, anchors, fasteners, and otherancillary items.2.04 FACTORY FINISHING REQUIREMENTSA. Aluminum Door and Frame Finish: AAMA 605.2 High Performance Organiccoating; color to match existing.ALUMINUM DOORS AND FRAMESPW/WBG/38205908 11 16 - 2 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
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5. Demonstrate ability to keep insu
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C. Aggregates:1. Mortar: ASTM C144,
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3.02 PREPARATIONA. Prepare surface
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4. As units are laid, remove excess
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6. Vertical Reinforcement:a. First
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24 hours, and for additional time a
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SECTION 05 05 23WELDINGPART 1GENERA
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1.04 QUALIFICATIONSA. WPSs: In acco
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6. Supervise nondestructive testing
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SECTION 05 50 00METAL FABRICATIONSP
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ff.gg.hh.ii.jj.kk.ll.1.02 DEFINITIO
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B. Package stainless steel items in
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B. Anchor Bolt Sleeves:1. Plastic:a
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2.08 U-CHANNEL CONCRETE INSERTSA. R
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2.12 SIDEWALK DOORSA. Load Capacity
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2.14 HATCH SAFETY NETA. General:1.
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B. Components and Accessories:1. Fo
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E. Galvanizing:1. Fabricate steel t
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C. Minimum Bolt Size: 1/2-inch diam
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3.08 ELECTROLYTIC PROTECTIONA. Alum
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Service Useand Location Product Rem
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SECTION 05 52 00METAL RAILINGSPART
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c. Deflection Criteria: In accordan
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C. Rails, Posts, and Formed Elbows:
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e. Formed Aluminum Wall Flange:1) M
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PART 3EXECUTION3.01 GENERALA. Provi
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1. Treatment of Field Welds for Gal
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B. Informational Submittals:1. Spec
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2.05 FABRICATION4. Manufacturers an
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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
Page 386 and 387: C. Manufacturers and Products:2.05
Page 388: 2. Use appropriate pipe curb assemb
Page 391 and 392: 1.05 SPECIAL GUARANTEEA. Product: F
Page 393 and 394: H. Type 6—One-Part Polyurethane,
Page 395 and 396: 1. Mask adjacent surfaces where nec
Page 397 and 398: Joint LocationsSealant Type(s)Other
Page 400: DOOR AND HARDWARE SCHEDULEABBREVIAT
Page 408 and 409: SECTION 08 33 23OVERHEAD COILING DO
Page 410 and 411: D. Surface Burning Characteristics,
Page 412: C. Complete wiring from disconnect
Page 415 and 416: 1.03 SUBMITTALSA. Action Submittals
Page 417 and 418: 2.03 FINISHJ. Isolation Tape:1. Man
Page 419 and 420: 3.04 MANUFACTURER’S SERVICESA. Pr
Page 421 and 422: 1.03 QUALITY ASSURANCEA. Qualificat
Page 423 and 424: 6. Manufacturers and Products:a. Co
Page 425 and 426: 2.09 STOPS AND HOLDERSA. BHMA A156.
Page 427 and 428: PART 3EXECUTION3.01 INSTALLATIONA.
Page 430 and 431: SECTION 08 80 00GLAZINGPART 1GENERA
Page 432 and 433: . Glass: Provide structural, physic
Page 434 and 435: 3. Conforming to CPSC 16 CFR 1201 C
Page 436 and 437: B. Spacer Shims: Elastomeric materi
Page 438: B. Replacements and Repairs: Prior
Page 441 and 442: B. Informational Submittals:1. Fact
Page 443 and 444: C. Install insulated blank-off pane
Page 446: SECTION 09 06 00SCHEDULES FOR FINIS
Page 449 and 450: 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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