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Addendum No. 1 pg. 1
Project: Prolift Project No.: 201613.01Subject: Addendum No. 2
Date: Monday, July 11, 2016
This addendum is a part of the bid documents. Acknowledge receipt on the proposal form.
Drawings1. Sheet L-1 Landscape Plan
• Issued as part of this addendum.
2. Sheet E1.0 Light Fixture Schedule
• Electrical Drawing ESK1.1 Issued as part of this addendum. Add light fixture types “L” , “K”, & “ELU2”
3. Sheet E1.1 Details
• Electrical Drawing ESK1.2 Issued as part of this addendum. Add Detail 3 : Occupancy Sensor Lighting Control Diagram Detail
4. Sheet E2.1 Lighting Systems Plan - Ground Floor
• Electrical Drawing ESK1.3 issued as part of this addendum. Steam Wash Bay light fixture. Change to fixture type “L”
• Add light fixture type “ELU1” to Unisex Restroom B106. Circuit to RP1-12.
5. Sheet E2.2 & 2.4 Lighting Systems Plan
• Electrical Drawing ESK1.4 Issued as part of this addendum. Keynotes . Strike out reference for “Detail No 2” from Keyed note number 3 and replace with “Detail No. 3”.
6. Sheet A-202 Floor Plan. Clarification at the Steam Wash Bay B-107: Masonry walls are to be 12” thick as indicated on the Structural drawings. Hold the inside dimensions of this room as indicated on A-202. Change all references to these walls as 8” thick to read 12” thick.
Specifications1. AIA A701, Instructions to Bidders: Delete Paragraph 4.2 without substitution. A bid bond is not required.
2. Section 01110-Summary of Work. Add the following section:
“1.08 SCHEDULE:
A. Comply with the following Key Milestone / Delivery Dates • Bid Opening July 20, 2016• Anticipated Award Date August 3, 2016• Building Pad Delivered August 5, 2016• GC Mobilize ASAP• Shell Complete/Under Roof Jan 1, 2017• Deliver Warehouse (critical ) March 1, 2017• Deliver Office May 1, 2017.”
(continued on next page)
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Addendum No. 1 pg. 2
2. Section 01110-Summary of Work: Add the following section:
“1.09 OWNER’S MULTIPLE CONTRACTS - SPECIAL CONSIDERATIONS
“E. Owner’s separate site contractor is performing all site work as indicated on Civil Drawings prepared by Min-del-Scott Associates, including but not limited to all site grading and improvements and the following site utili-ties to within 5’-0” of the building line: site domestic water, sanitary, storm drainage, natural gas. General Con-tractor’s work includes, but is not limited to all other work necessary for a complete and finished project as indicated on the Drawings and Specifications; protection and maintenance of building pad; all earthwork as specified in Section 02200; all site utilities within a line 5’-0” outside the building line; all site electrical, data, and communication services; and all site lighting work.”
3. Division 2 - Geotechnical Report
A separate geotechnical report has not been prepared for this site. GEM Engineering is performing quality control for the Owner’s separate site contract, and has issued recommendations for soil bearing pressure. GEM performed a detailed geotechnical report for the adjacent Rev-A-Shelf project, and those recommendations are documented on the Structural drawings. GEM has authorized issuing a copy of the Rev-A-Shelf geotechnical re-port for reference. A copy of that report is included as a part of this addendum.
4. Section 02200-Earthwork. Add the following to Part 1.01:
“E. Owner separate site contractor has provided pricing on site utility as described in Section 01110, 1.09 (as issued in this addendum); and site concrete work. The Owner invites the General Contractor to provide sep-arate voluntary alternate bids for the following:
1. Truck Drive-In Ramp
2. Concrete sidewalks, and concrete truck maneuvering pad.”
5. Section 03470 Tilt-Up Precast Concrete: Under Section 2.02, G., delete item 3 without substitution. Exposed embed plates under the exterior canopy are to be painted under Section 09900.
5. Section 07536 and 07539: Add the following pre-approved roofing sub-contractor:
“Dunn Roofing & Sheet Metal, LLC”
6. Section 08211 - Flush Wood Doors, is added and included as a part of this addendum.
Prepared by,
Thomas P. Simpson Project managerenclosed: L-1 Landscape Plan
ESK1.1 : Light Fixture ScheduleESK1.2 : Occupancy Sensor Lighting Control DiagramESK1.3 : Lighting System Plan - Ground Floor Steam Wash BayESK1.4 : Keyed NotesGeotechnical report for adjacent propertySpecification Section 08211 - Flush Wood Doors
file: 201613.01 / E-1
End of Addendum No. 2
A
A
DCES Clarification 7-7-2016A
6509 Wrought Iron Way
Georgetown, Indiana 47122
Phone: (812) 987 - 4095
Email: [email protected]
Services, LLC
DC Engineering
REFERENCE DRAWING:
PROJECT NO.:
SHEET TITLE:
SHEET NO.:
CHECKED BY:
DATE:
PROJECT TITLE
1 2 3
A
B
C
D
E
F
G
4 5 6 7 8
H
J
K
1 2 3 4 5 6 7 8
9 10
9 10
ARCHITECT
ENGINEER
Blankenbaker Station II
Lot 27
Louisville, KY 40299
630 Walnut StreetJeffersonville, IN 47130812. 282. 9554
812. 282. 9171 FAXwww.koverthawkins.com
DCES 2016-16
E1.0
July 7, 2016
LIGHTING SYSTEM PLAN
DNC
Added:
Fixture Descriptions And Model
Numbers For Fixtures: K, L, And
ELU2 To The Light Fixture Schedule.
OCCUPANCY SENSOR LIGHTING CONTROL DIAGRAM
NO SCALEDETAIL 3
To Second Sensor In
Room Where Shown
PP
OS
120/277 VAC To
Light Fixtures
120 VAC In
Occupancy Sensor Power Pack,
Leviton Model OPP20-D1 Or
Approved Equivalent. Located
Above Ceiling Or Mounted On
Wall In
Exposed Ceilings.
Power Pack Rated For
120/277 VAC As Required.
Note: Verify All Wiring
Requirements With Sensor
Manufacturer Prior To
Rough-In.
Note: All Units To Be Dual Tech,
With Power Packs. All Power
Packs To Be Located In Concealed
Spaces Above Accessible Ceilings.
120/277 VAC, 20 Amp Switches In
Rooms To Bypass Sensor And Turn
On Lights If System Fails. Wire Per
Sensor Manufacturer's Directions.
Occupancy Sensor, Leviton Model OSC20-M
Or Approved Equivalent, Ceiling Mounted
Located Per Manufacturer's
Recommendations. Wire To Power Pack Unit
Per Manufacturer's Requirements With Low
Voltage Wire. Sensor Shall Have Option For
Output To HVAC Controls For Future Use.
Tap
A
DCES Clarification 7-7-2016A
6509 Wrought Iron Way
Georgetown, Indiana 47122
Phone: (812) 987 - 4095
Email: [email protected]
Services, LLC
DC Engineering
REFERENCE DRAWING:
PROJECT NO.:
SHEET TITLE:
SHEET NO.:
CHECKED BY:
DATE:
PROJECT TITLE
1 2 3
A
B
C
D
E
F
G
4 5 6 7 8
H
J
K
1 2 3 4 5 6 7 8
9 10
9 10
ARCHITECT
ENGINEER
Blankenbaker Station II
Lot 27
Louisville, KY 40299
630 Walnut StreetJeffersonville, IN 47130812. 282. 9554
812. 282. 9171 FAXwww.koverthawkins.com
DCES 2016-16
E1.0
July 7, 2016
LIGHTING SYSTEM PLAN
DETAILS
DNC
Added:
Detail No. 3.
E
L
X2
L
L
L
ELU1
Steam
Wash Bay
2
5
3
3
A
A
A
A
DCES Clarification 7-7-2016A
6509 Wrought Iron Way
Georgetown, Indiana 47122
Phone: (812) 987 - 4095
Email: [email protected]
Services, LLC
DC Engineering
REFERENCE DRAWING:
PROJECT NO.:
SHEET TITLE:
SHEET NO.:
CHECKED BY:
DATE:
PROJECT TITLE
1 2 3
A
B
C
D
E
F
G
4 5 6 7 8
H
J
K
1 2 3 4 5 6 7 8
9 10
9 10
ARCHITECT
ENGINEER
Blankenbaker Station II
Lot 27
Louisville, KY 40299
630 Walnut StreetJeffersonville, IN 47130812. 282. 9554
812. 282. 9171 FAXwww.koverthawkins.com
DCES 2016-16
E2.1
July 7, 2016
LIGHTING SYSTEM PLAN
GROUND FLOOR
PART PLAN
DNC
Scale: 3/16"=1'-0"
LIGHTING SYSTEM PLAN - GROUND FLOOR
E
North
S
W
ESK1.3
1
Changed:
Fixture Designation On Four (4)
Light Fixtures In Steam / Wash Bay
B107 From "J" To "L".
1
KEYED NOTES - E2.2 ONLY
Occupancy Sensor For Control Of Lighting. See Detail No. 3
On Drawing E1.0 For Additional Information.
Exit Sign, Emergency Ballast, Or Emergency Battery Unit To
Be Wired To Line Side Of Switch, To Hot Leg Of A Three-Way
Circuit Or Direct To Power Panel.
2
Circuit Continued On Ground Floor. See Drawing E2.4 For
Continuation.
3
New Mechanical Equipment By The Mechanical Contractor.
The Electrical Contractor Shall Provide Disconnect And Power
To Unit And Connect Per Manufacturer's Requirements. Field
Coordinate Routing And Installation With The Mechanical
Contractor Prior To Rough-In.
Provide J-Box And 3/4" Conduit Up To Above Ceiling Level
For Routing Of Communication / Data Cable By The I.T.
Contractor. Coordinate Final Location Of Device With
Owner & I.T. Contractor Prior To Roughin.
4
5
Provide 4' x 8' x 3/4" Treated Plywood Backboard Wall
Mounted For Mounting Of Data And Telephone Vendor's
Equipment. Field Coordinate Routing And Installation With
The The Owner's I.T. Contractor Prior To Rough-In.
6
Provide 30 Amp Dedicated Circuit And Single Barrel Type
Connector Per Owner's Requirements. Coordinate Final
Location Of Device With Owner Prior To Rough-in And
Install Per Manufacturer's Requirements.
7
Provide J-Box And 3/4" Conduit Up To Above Ceiling Level
For Routing Of Communication Cable For Thermostats And
Remote Sensors By The Mechanical Contractor. Coordinate
Final Location Of Device With Mechanical Contractor Prior
To Roughin.
8
A
1
Occupancy Sensor For Control Of Lighting. See Detail No. 3
On Drawing E1.0 For Additional Information.
Exit Sign, Emergency Ballast, Or Emergency Battery Unit To
Be Wired To Line Side Of Switch, To Hot Leg Of A Three-Way
Circuit Or Direct To Power Panel.
2
Circuit Continued On Mezzanine Floor. See Drawing E2.2 For
Continuation.
3
KEYED NOTES - E2.4 ONLY
A
DCES Clarification 7-7-2016A
6509 Wrought Iron Way
Georgetown, Indiana 47122
Phone: (812) 987 - 4095
Email: [email protected]
Services, LLC
DC Engineering
REFERENCE DRAWING:
PROJECT NO.:
SHEET TITLE:
SHEET NO.:
CHECKED BY:
DATE:
PROJECT TITLE
1 2 3
A
B
C
D
E
F
G
4 5 6 7 8
H
J
K
1 2 3 4 5 6 7 8
9 10
9 10
ARCHITECT
ENGINEER
Blankenbaker Station II
Lot 27
Louisville, KY 40299
630 Walnut StreetJeffersonville, IN 47130812. 282. 9554
812. 282. 9171 FAXwww.koverthawkins.com
DCES 2016-16
E2.2 & E2.4
July 7, 2016
LIGHTING SYSTEM PLAN
MEZZANINE & GROUND FLOOR
PART PLAN
DNC
Changed:
Detail Reference Number From 2 to
3 In Keyed Note No. 3 On Drawings
E2.2 And E2.4.
PROLIFT 1613.01 LOUISVILLE, KY 07/11/16
FLUSH WOOD DOORS
08211-1
SECTION 08211 - FLUSH WOOD DOORS PART 1 - GENERAL 1.01 WORK INCLUDED
A. Interior flush pre-fit, pre-machined, factory-finished standard and fire rated type wood doors as shown on the Drawings and specified herein.
B. Modifications to existing doors receiving new door hardware, where applicable.
1.02 RELATED WORK SPECIFIED ELSEWHERE
Section 06200 - Finish Carpentry. Section 08110 - Steel Doors and Frames. Section 08710 - Finish Hardware. Section 08800 - Glass and Glazing. Section 09900 - Painting.
1.03 REFERENCES A. WDMA - Window and Door Manufacturers Association: IS 1-A Industry Standard for Architectural Flush
Wood Doors. B. NFPA-80: Standards for Fire Doors Current Edition. C. NFPA-252: Standard Method of Fire Tests for Door Assemblies. D. UL: Building Materials Directory. E. UL 10C – Positive Pressure Fire Tests of Door Assemblies F. UL 1784 – Standard for Air Leakage Tests of Door Assemblies. G. Forestry Stewardship Council (FSC) – Guidelines for environmentally certified wood doors. H. ICC/ANSI-A117.1-2009: Accessible and Usable Buildings and Facilities. I. State and Local Building Codes including the Authority Having Jurisdiction. J. Intertek Testing Service (ITS Warnock Hersey) – Certifications Listings for Fire Doors.
1.04 QUALITY ASSURANCE
A. Except as otherwise specified herein, wood doors shall conform with Architectural Woodwork Institute (AWI) Quality Standards and National Woodwork Manufacturer's Association (NWMA) I.S. 1 and I.S. 2.
B. Fire-Rated Wood Doors: Provide wood doors which are identical in materials and construction to units
tested in door and frame assemblies in accordance with NFPA 80, and which are labeled and listed for ratings indicated by ITS - Warnock Hersey, UL or other testing and inspection agency acceptable to authorities having jurisdiction. 1. Doors: Comply with NPPA 252 or UL10C where required. 2. Provide smoke gaskets or fire seals as required by manufacturer’s individual authorities. 3. Maintain one copy of each compliance document on the project site.
4. Fabrication of doors shall permit installation in accordance with NFPA Standard No. 80. 5. Fire doors to be rated UL10C Positive Pressure Category A.
C. WDMA I.S. 1-A 2004 Quality Standard: Window and Door Manufacturers Association Quality
Standards for grade of door, core, construction, finish, and other requirements. D. Temperature Rise Rating: At stairwell enclosures, provide doors which have Temperature Rise
Rating of 250 degrees F maximum in 30 minutes of fire exposure. E. Manufacturer must have qualifications specializing in the manufacturing of the products
specified in this Section for a period of not less than 10 years.
PROLIFT 1613.01 LOUISVILLE, KY 07/11/16
FLUSH WOOD DOORS
08211-2
1.05 SUBMITTALS A. Manufacturer's Literature: 1. Manufacturer's published catalog data, product data sheets and cutsheets. 2. Certificate of compliance with NWMA I.S. 1.
3. Indicate general construction, jointing methods, hardware and louver locations, locations of cut-outs for glass, thickness of veneers, materials, door swings, special blocking, stile and rail dimensions, undercuts, and storage and installation details. Do not proceed with any fabrication until all details are approved.
B. Shop Drawings: 1. Show elevations, dimensions, construction details, glazing, cut-outs and label. C. Samples: 1. Actual samples of wood veneer and finish. 2. Stain colors and finishes to be selected from manufacturer's entire standard selection. 3. If stains are required to be custom matched, submit samples of actual finished product, along with
sample of item door was to be matched to. D. Warranty: 1. Manufacturer's standard warranty for materials. 2. Special Warranty as specified herein. E. Certification: 1. Submit any information necessary to indicate compliance to all of these specifications. 2. All labeled fire door assemblies to be of a type which have been classified and listed in
accordance with the latest edition of NFPA 80 and tested in compliance with NFPA-252, and UL-10B. 3. A metal label is to be permanently affixed to the fire door at an authorized facility. All 45, 60, and 90 minute labeled fire doors, are to have manufacturer’s standard laminated stiles
for improved screw holding and split resistance capabilities.
1.06 DELIVERY, STORAGE AND HANDLING A. Do not deliver doors to the site until building has been closed in and is thoroughly dry. B. Deliver pre-finished wood doors to jobsite after all door frames have been painted, and all “wet”
construction has been completed. C. Plastic wrap and protect wood doors during transit, storage and handling, to prevent damage, soiling or
deterioration. Follow the Care and Installation guidelines as described in WDMA I.S. 1-A. D. Store doors flat and protect from damage. E. Do not walk or stack any materials on top of any wood doors delivered to the jobsite, and do not drag
any wood doors across each other during delivery or installation.
F. Remove damaged or otherwise unsuitable doors from the job site.
1.07 SPECIAL WARRANTY A. The Contractor shall warrant the wood doors to be free of faults and defects for the life of the installation. B. Faults and Defects:
PROLIFT 1613.01 LOUISVILLE, KY 07/11/16
FLUSH WOOD DOORS
08211-3
1. Delamination in any degree. 2. Warp or twist of 1/4” or more, in any 42” x 84” section, in any direction. 3. Telegraphing of stile, rail, or core, through the face of the door to cause surface variation in excess of 1/100” in any 3” span. 4. Any other defect that shall affect the operation of the door, shall be considered a defect
under the provision of the warranty.
C. Warranty to include refinishing and reinstallation that may be required due to repair or replacement of any defective doors.
PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS
A. Provide products, as approved by the Architect, by one of the following acceptable manufacturers: 1. Algoma Hardwoods. 2. Eggers Industries. 3. Graham Manufacturing. 4. Mohawk Flush Doors. 5. VT Industries. 6. Ideal Wood Products. 7. Marshfield Door Systems. 8. Ohio Valley. 9. Oshkosh. 2.02 FABRICATION A. Typical Doors, Non-Fire Rated: 1. Thickness: 1-3/4 inches. 2. Interior flush, bonded, solid core, hardwood veneered. 3. Door construction shall conform to WDMA I.S. 1-A Premium Grade and AWI Quality Standards
Premium Grade. 4. Core: bonded particle core (PC).
a. Solid particleboard bonded to the stiles and rails. b. Comply with ANSI-A208-1 Grade 1-LD-2.
5. Vertical Stiles: Hardwood to match face veneer, 1-3/8” minimum before trimming, over structural composite lumber (SCL), glued to core.
6. Rails: Mill option hardwood or SCL. Top and bottom: 2 inches before trimming. 7. Facing: Wood veneer cut and species as specified shall conform to WDMA I.S. 1-A
"A" grade for Premium Grade Door Construction requirements. 8. Crossbands: Hardwood, 1/16 inches thick, extending full width of door.
9. Edge Bands: Same species as face veneer, matched for color. B. Fire Rated Doors (20 Minute Rating): 1. Thickness: 1-3/4 inches.
2. Interior flush, bonded, solid core, hardwood veneered. 3. Door construction shall conform to WDMA I.S. 1-A Premium Grade and AWI Quality Standards
Premium Grade. 4. Core: bonded particle core (PC).
a. Solid particleboard bonded to the stiles and rails. b. Comply with ANSI-A208-1 Grade 1-LD-2.
5. Vertical Stiles: Hardwood to match face veneer, 1-3/8” minimum before trimming, over structural composite lumber (SCL), glued to core.
PROLIFT 1613.01 LOUISVILLE, KY 07/11/16
FLUSH WOOD DOORS
08211-4
6. Rails: Mill option hardwood or SCL. Top and bottom: 2 inches before trimming. 7. Facing: Wood veneer cut and species as specified shall conform to WDMA I.S. 1-A "A"
grade for Premium Grade Door Construction requirements. 8. Crossbands: Hardwood, 1/16 inches thick, extending full width of door.
9. Edge Bands: Same species as face veneer, matched for color.
C. Fire Rated Doors (45 Minute Rating and Higher): 1. Thickness: 1-3/4 inches.
2. Interior flush, bonded, solid core, hardwood veneered. 3. Door construction shall conform to WDMA I.S. 1-A 2004 Premium Grade and AWI Quality
Standards Premium Grade. 4. Core: bonded mineral core (FD). a. Non-combustible mineral core containing no asbestos. 5. Vertical Stiles: Laminated hardwood to match face veneer over mineral composite, glued
to core, and laminated prior to field fitting. 6. Rails: Fire-rated mineral composite materials (Firestop), as required by fire door
authorities. Top and bottom: thickness before trimming as required by manufacturer’s fire door authorities. Meet requirements and testing for labeled rating.
7. Facing: Wood veneer cut and species as specified shall conform to WDMA I.S. 1-A 2004 "A" grade for Premium Grade Door Construction requirements.
8. Crossbands: Hardwood, 1/16 inches thick, extending full width of door. 9. Edge Bands: Same species as face veneer, matched for color.
D. Wood Transom Panels:
1. Provide continuous sequence of veneer between transom panel and adjoining door using same width of veneer pieces on adjoining requirements for veneer quality and matching.
2. Label doors and transoms to show door assembly match relationships specified.
E. Provide all blocking, backings and supports in all horizontal and vertical members as required for reinforcing of all door hardware as specified in Section 08710.
2.03 WOOD VENEER
A. Face Veneer: 1. Shall meet quality standards conforming to WDMA I.S. 1-A "A" grade for transparent finish. 2. Minimum face veneer thickness shall be 1/50” after finish sanding.
3. Wood Species: Select White Maple. 4. Face Cut: Plain Sliced or Rotary Cut, as selected by Architect.
5. Face Assembly: Book Match. 6. Face Symmetry: Running Match.
2.04 VISION FRAMES A. Non-Rated Doors: 1. Flush bead wood frames, 1/2" thickness. 2. Hardwood of same species as face veneer, matched for color. B. Fire Rated Doors: 1. Provide UL rated frame. Match color of door face veneer. 2. Equal to: “Air Louvers”, “Slimline” lite kits with glazing. 3. Factory glaze doors using compatible veneered metal lite kits.
PROLIFT 1613.01 LOUISVILLE, KY 07/11/16
FLUSH WOOD DOORS
08211-5
C. Glass: 1. Refer to drawings for type and thickness. 2. See Section 08800 - Glass and Glazing.
2.05 FITTING AND FINISHING
A. Fitting: 1. Doors may be fitted for hardware at job site or pre-fitted and pre-machined at factory. B. Factory Finish: 1. All doors shall be prefinished at the factory. 2. Selected finish color must be able to be matched.
3. Transparent Finish shall match finish requirements indicated in AWI-“TR6”. 4. Comply with referenced AWI “Factory Finishing” for Premium Grade factory finish systems.
5. Finish wood doors using three coats of water-clear, 100% solids, modified acrylic urethane, cured immediately with ultra-violet light. Factory seal all doors on all 6 sides.
6. Meet or exceed WDMA I.S. 1A TRI UV Cured Acrylated Polyester finish performance requirements.
2.06 ADHESIVES A. Adhesives: 1. Face to core adhesives shall be Type I or Type II as appropriate for location in building. 2. All adhesives must be classified Type I or Type II per WDMA TM-6 “Adhesive Bond Test Method.”
3. Use Type I adhesives for doors in exterior applications. 4. Use Type II adhesives for doors in interior applications.
PART 3 - EXECUTION 3.01 INSPECTION
A. Examine door frames and verify that frames are correct type and have been installed as required for proper hanging of corresponding doors. Do not proceed with installation until unsatisfactory conditions have been corrected.
B. Verify that frames comply with indicated requirements for type, size, location, and swing characteristics
and have been installed with plumb, square, and level jambs and heads. C. Modify existing wood doors to receive new door hardware, where applicable. Drill, Cut, patch, and sand
smooth, modified areas. Modifications shall be seamless and not noticeable. Use touch up stain provided by custom stain manufacturer. Clear coat with Polyurethane after custom stain has dried.
3.02 INSTALLATION
A. Condition doors to average prevailing humidity in installation area prior to hanging. Install doors after building humidity is at an acceptable level. B. Handle doors in accordance with recommendations of WDMA I.S. 1-A, “Care and Installation at Job
Site”. C. Install wood doors in strict accordance with manufacturer's published instructions and as shown. D. Install accurately in frame. Install within the clearances specified in the manufacturer’s written
instructions. Install plumb, level, square and true.
PROLIFT 1613.01 LOUISVILLE, KY 07/11/16
FLUSH WOOD DOORS
08211-6
E. Install to operate freely, but not loosely, free from hinge and strike binding conditions. All doors shall be free from rattling when in the latched position.
F. Pilot holes to be drilled for screws attaching hinges, locksets, and all other hardware to be installed on
the doors. Pilot holes shall not exceed 90% of the diameter of the screw. G. Remove and replace all doors found to be warped, twisted, bowed, or otherwise damaged. Do not
install doors which cannot be properly fitted to frames. H. Adjust pre-finished doors and hardware and other moving or operating parts to function smoothly and
correctly. I. Ensure that smoke gaskets are in-place before pre-finished door installation.
J. Bevel non-fire rated doors 1/8 inch in 2 inches lock and hinge edges. K. Fit to frames and machine for hardware to whatever extent not previously worked at factory as required
for proper fit and uniform clearance at each edge.
L. For non-rated doors provide the following clearances: 1. 1/8 inch at jambs and heads. 2. 1/2 inch at floor finish or covering.
M. For installation of hardware, See Division 08710 - Finish Hardware.
3.03 ADJUST AND CLEAN A. Rehang or replace doors which do not swing or operate freely.
B. Refinish or replace doors damaged during installation.
C. Protect installed wood doors from damage or deterioration until Substantial Completion. D. Adjust doors for a smooth, balanced, fully functional opening.
E. Clean pre-finished doors and hardware.
SUBMITTAL CHECKLIST 1. Manufacturer's Literature. 2. Shop Drawings. 3. Samples. 4. Warranty. 5. Certification. END OF SECTION 08211
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