Vol 2 - Garney Construction

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DOOR AND HARDWARE SCHEDULEABBREVIATIONS: NOTES:AL Aluminum MATL Material No. 1 See end of this Specification section for door and frame types.ALS Aluminum Storefront MET Metal No. 2 For door details, see Drawings.CLSR Closer MS Manufacturer’s Standard No. 3 Letter-number codes in hardware columns refer to items of hardware in Specification Section 08 71 00COL Color P-P Push-Pull No. 4 Numbers in “Fnsh” column refer to paint systems in Specification Section 09 90 00.CONSTR <strong>Construction</strong> ROH Rolling Overhead No. 5 For glass types, see Specification Section 08 80 00.FCTY Factory SC Solid Core WoodFNSH Finish SIM SimilarFRP Fiberglass Reinforced Plastic SST Stainless Steel SPECIFIC NOTESHC Hollow Core TSHD Threshold A. Replace existing hollow metal door in Basement 401. Field verify existing rough opening size.HM Hollow Metal VIN Vinyl B. Re-install existing aluminum door and hardware.KEY Key Group W-S Weatherstripping C. Provide kickplates and closers each leaf.K-PL Kick Plate WW Window Wall D. Remove and re-install existing rolling overhead door.BoltK-PLThresholdW-SMiscFire Protection RatingSpecific NotesOpeningHardwareSize Door Frame DetailsDoor No.WidthHeightConstrTypeGlassFnshMatlTypeFnshHeadJambSillHingeLockExitCloserP-PStop401A 6’-0” 7’-0” AL F - FCTY AL 1 FCTY 0811-061 0811-061 SIM 0871-003 H4 L3 X4 C6 - - K1 - - - - A, C411A 3’-0” 7’-2” AL F - FCTY AL 1 FCTY 0811-061 0811-061 SIM 0871-003 H4 L3 - C4 - - - K1 T4419A 3’-0” 7’-0” ALS FG FCTY ALS - FCTY - - - H4 L16 X9 C4 - - - K1 T2 W5 - -419B EX EX AL ROH - EX - - - - - - - - - - - - - - - - - - D425A 12’-0” 14’-0” AL ROH - FCTY - - - A 101A503 B 101A503 - - - - - - - - - - W5 - - -425B 3’-0” 7’-2” AL F FCTY AL 1 FCTY G 101A502 H 101A303 0841-010 - - - - - - - - - W2 - - B425C 3’-0” 7’-2” AL G FCTY AL 1 FCTY 0811-061 0811-061 SIM 0871-003 H4 L3 - C4 - - - K1 T4 - - - -426A 3’-0” 7’-2” AL F - FCTY AL 1 FCTY G 101A502 H 101A303 0841-010 H4 L16 X3 C4 - - - K1 T4 W2 - - -426B 6’-0” 7’-10” AL F - FCTY AL 1 FCTY G 101A502 H 101A303 0841-010 H4 L16 X4 C6 - - - K1 T4 W2 - - CPW/WBG/382059 DOOR AND HARDWARE SCHEDULEAUGUST 15, 2012 08 06 01 SUPPLEMENT - 1©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
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
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 404 and 405: SECTION 08 11 16ALUMINUM DOORS AND
Page 406: PART 3EXECUTION3.01 INSTALLATIONA.
Page 409 and 410: B. Informational Submittals:1. Thir
Page 411 and 412: 2.04 FINISHES4. Motor Rating: Minim
Page 414 and 415: SECTION 08 41 13ALUMINUM-FRAMED ENT
Page 416 and 417: PART 2PRODUCTS2.01 MANUFACTURERSA.
Page 418 and 419: 3.02 INSTALLATIONA. In accordance w
Page 420 and 421: SECTION 08 71 00DOOR HARDWAREPART 1
Page 422 and 423: Door HeightUp to 5'-0”5'-1” to
Page 424 and 425: 2.07 EXIT DEVICESA. BHMA A156.3.B.
Page 426 and 427: No. Type Description Pemko ReeseT2
Page 428: 3.03 MANUFACTURER’S SERVICESA. De
Page 431 and 432: 1.02 SUBMITTALSp. E1300, Standard P
Page 433 and 434: B. Handling:1. Stack individual lit
Page 435 and 436: 1. Silicone Glazing Sealant: ASTM C
Page 437 and 438: B. Exterior Dry Method (Gasket Glaz
Page 440 and 441: SECTION 08 90 00LOUVERSPART 1GENERA
Page 442 and 443: 2.03 ACCESSORIESA. Anchors and Fast
Page 444: LOUVER SCHEDULELOUVER TYPES: ABBREV
Page 448 and 449: 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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