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36 Bedford Terrace- Renovations August 17,2006 Dietz&Company Architects, Inc.
SECTION 12490
NNW WINDOW TREATMENTS
PART I - GENERAL
OR 1.01 SUMMARY
A. Scope of work:
I. Provide window treatments at all windows within units (not windows in common halls).
1.02 SUBMITTALS
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A. Product Data: Submit manufacturer's product data and installation instructions for each material and
product used.
B. Samples: Submit two representative samples of each material specified indicating visual characteristics
and finish. Include range samples if variation of finish is anticipated.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which
have been in satisfactory use in similar service for three years. Use experienced installers. Deliver,
handle,and store materials in accordance with manufacturer's instructions.
PART 2- PRODUCTS
2.01 MATERIALS
A. Manufacturers: MechoShade, Hunter Douglas, Kirsch,Levolor, LouverDrape or approved equal.
mm" B. Window Shades:
I. Type: Roll shades.
2. Opaque Shadecloth: Vinyl-coated cloth,opaque.
3. Accessories: Brackets and pulls.
PART 3 - EXECUTION
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3.01 INSTALLATION
A. Install materials and systems in accordance with manufacturer's instructions and approved submittals.
Install materials and systems in proper relation with adjacent construction and with uniform appearance.
Coordinate with work of other sections.
B. Restore damaged finishes and test for proper operation. Clean and protect work from damage.
END OF SECTION
WINDOW TREATMENTS 12490-1
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36 Bedford Terrace - Renovations August 17,2006 Dietz&Company Architects, Inc.
PART 3 - EXECUTION 016„
3.01 INSTALLATION
A. Install materials and systems in accordance with manufacturer's instructions and approved submittals.
Install materials and systems in proper relation with adjacent construction and with uniform appearance.
Coordinate with work of other sections.
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B. Restore damaged finishes and test for proper operation. Clean and protect work from damage.
END OF SECTION
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KITCHEN AND BATH CASEWORK 12357-2
36 Bedford Terrace- Renovations August 17,2006 Dietz Company Architects, Inc.
SECTION 12357
KITCHEN AND BATH CASEWORK
PART I - GENERAL
1.01 SUMMARY
A. Summary of Work:
I. Wood faced kitchen cabinets
2. Wood faced vanity cabinets
3. Plastic laminate countertops
4. Plastic laminate backsplash between countertop and cabinets on kitchen sink wall
1.02 SUBMITTALS
A. Product Data: Submit manufacturer's product data and installation instructions for each material and
product used.
B. Shop Drawings: Submit shop drawings indicating material characteristics, details of construction,
connections,and relationship with adjacent construction.
` C. Samples: Submit two representative samples of each material specified indicating visual characteristics
and finish. Include range samples if variation of finish is anticipated.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which
have been in satisfactory use in similar service for three years. Use experienced installers. Deliver,
handle,and store materials in accordance with manufacturer's instructions.
B. Standards: KCMA A161.1 I.
PART 2- PRODUCTS
w 2.01 MATERIALS
A. Manufacturers: Member of Kitchen Cabinet Manufacturers Association.
' B. Casework:
1. Materials—exposed face: Solid wood,oak.
2. Materials—drawers and cabinet bodies: %Z inch thick veneer plywood.
3. Construction: HUD severe use units.
4. Face Style: Reveal overlay.
5. Frame Fabrication: Face frame.
6. Finish: Stain,sealer coat,and two coats polyurethane topcoat.
7. Finish Application: Factory-finished.
8. Hardware: Contemporary style wire pulls.
C. Countertops:
I. Materials: Plastic laminate with marine grade plywood substrate.
2. Front Profile: Rolled.
3. Backsplash: Integral cove.
4. Sidesplash: Loose,square edge.
KITCHEN AND BATH CASEWORK 12357-1
36 Bedford Terrace - Renovations August 17,2006 Dietz&Company Architects, Inc.
PART 3 - EXECUTION WW^-
3.01 INSTALLATION
A. Install materials and systems in accordance with manufacturer's instructions and approved submittals.
Install materials and systems in proper relation with adjacent construction and with uniform appearance.
Coordinate with work of other sections.
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B. Restore damaged finishes and test for proper operation. Clean and protect work from damage.
END OF SECTION
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RESIDENTIAL APPLIANCES 11452-2
36 Bedford Terrace - Renovations August 17,2006 Dietz FY Company Architects, Inc.
SECTION 11452
RESIDENTIAL APPLIANCES
PART I - GENERAL
1.01 SUMMARY
A. Provide unit appliances.
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1.02 SUBMITTALS
A. Product Data: Submit manufacturer's product data and installation instructions for each material and
product used.
B. Shop Drawings: Submit shop drawings indicating material characteristics, details of construction,
connections,and relationship with adjacent construction.
C. Warranty: Submit manufacturer's standard warranty. Include labor and materials to repair or replace
defective materials.
D. Operation and Maintenance Data: Submit manufacturer's operation and maintenance data, including
operating instructions, list of spare parts and maintenance schedule.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which
have been in satisfactory use in similar service for three years. Use experienced installers. Deliver,
handle,and store materials in accordance with manufacturer's instructions.
B. All appliances shall be Energy Star rated.
PART 2- PRODUCTS
2.01 MATERIALS
A. Manufacturers: Frigidaire Co.,GE Apliances, KitchenAid Inc.,Whirlpool Corp., Maytag Co.,as applicable
or approved equal.
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B. Kitchen Appliances—standard apartment unit:
I. Ranges, electric: 30 inch width,four burners,self cleaning.
'A" 2. Range hoods, 30 inch,venting to exterior.
3. Refrigerator/freezers: top mount freezer,frost free
a. Capacity: 18 cu.ft. minimum
C. Kitchen Appliances—ADA accessible units:
I. Cooktops,electric.
2. Range hoods,venting to exterior,with controls mounted on counter edge.
3. Wall ovens, electric.
4. Refrigerator/freezers:side by side,frost free.
RESIDENTIAL APPLIANCES 11452-1
36 Bedford Terrace- Renovations August 17,2006 Dietz&Company Architects, Inc. —
PART 3 - EXECUTION „06W
3.01 INSTALLATION
A. Install materials and systems in accordance with manufacturer's instructions and approved submittals.
Install materials and systems in proper relation with adjacent construction and with uniform appearance.
Coordinate with work of other sections.
B. Restore damaged finishes and test for proper operation. Clean and protect work from damage.
END OF SECTION
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TOILET ACCESSORIES 10810-2
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36 Bedford Terrace- Renovations August 17,2006 Dietz Company Architects,Inc.
SECTION 10810
TOILET ACCESSORIES
PART I - GENERAL
so 1.01 SUMMARY
A. Provide toilet accessories and metal framed mirrors.
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1.02 SUBMITTALS
A. Product Data: Submit manufacturer's product data and installation instructions for each material and
product used.
B. Shop Drawings: Submit shop drawings indicating material characteristics, details of construction,
connections,and relationship with adjacent construction.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which
gwur have been in satisfactory use in similar service for three years. Use experienced installers. Deliver,
handle,and store materials in accordance with manufacturer's instructions.
PART 2- PRODUCTS
2.01 MATERIALS
A. Manufacturers: * Washroom Accessories, Bobrick Washroom Equipment, Bradley Corp., GAMCO,
McKinney/Parker, or approved equal.
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B. Toilet Accessories:
I. Toilet tissue dispensers,double roll.
2. Grab bars.
3. Shower curtain rods.
° 4. Soap dishes,surface mounted.
5. Towel bars.
6. Folding shower seats.
7. Medicine cabinets.
8. Tumblers and toothbrush holders.
C. Mirrors and Frames:
I. Glazing: Mirror glass, 1/4 inch thick,ASTM C 1036.
2. Frames: Stainless steel.
3. Type: Standard wall unit.
D. Finishes:
I. Stainless Steel; AISI Type 302 or 304, No.4 polished finish.
2. Chromium Plated Brass or Steel; ASTM B 456,Type SC 2.
TOILET ACCESSORIES 10810-1
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Dietz Company Architects, Inc.
36 Bedford Terrace - Renovations August 17,2006
SECTION 10550
POSTAL SPECIALTIES
PART I - GENERAL
1.01 SUMMARY
A. Provide postal specialties.
1.02 SUBMITTALS
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A. Product Data: Submit manufacturer's product data and installation instructions for each material and
A product used.
B. Shop Drawings: Submit shop drawings indicating material characteristics, details of construction,
connections,and relationship with adjacent construction.
C. Samples: Submit two representative samples of each material specified indicating visual characteristics
and finish. Include range samples if variation of finish is anticipated.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which
have been in satisfactory use in similar service for three years. Use experienced installers. Deliver,
handle,and store materials in accordance with manufacturer's instructions.
B. Regulations: USPS regulations.
PART 2- PRODUCTS
2.01 MATERIALS
A. Manufacturers: American Device Manufacturing, Auth-Florence, Bommer Industries, Cutler
Manufacturing,or approved equal.
B. Horizontal Mail Boxes:
I. Loading: Front loading type.
2. Materials: Aluminum,satin anodized finish.
C. Parcel Lockers:
I. Loading: Front-loading type.
2. Materials: Aluminum,satin anodized finish.
PART 3 - EXECUTION
3.01 INSTALLATION
1" A. Install materials and systems in accordance with manufacturer's instructions and approved submittals.
Install materials and systems in proper relation with adjacent construction and with uniform appearance.
Coordinate with work of other sections.
B. Restore damaged finishes and test for proper operation. Clean and protect work from damage.
END OF SECTION
POSTAL SPECIALTIES 10550-1
36 Bedford Terrace - Renovations August 17, 2006 Dietz&Company Architects, Inc. 00 _
B. Install fire extinguishers in mechanical and service areas with wall-hung brackets at locations and heights 400
indicated and acceptable to authorities having jurisdiction.
C. Install fire extinguishers in cabinets in public areas plumb and level at heights acceptable to authorities r-ow
having jurisdiction.
D. Restore damaged finishes. Clean and protect work from damage. ..�
END OF SECTION
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FIRE EXTINGUISHERS AND CABINETS 10523-2
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36 Bedford Terrace- Renovations August 17,2006 Dietz Company Architects,Inc.
MAN SECTION 10523
FIRE EXTINGUISHERS AND CABINETS
PART I - GENERAL
1.01 SUMMARY
A. Provide fire extinguishers and cabinets.
1.02 SUBMITTALS
A. Product Data: Submit manufacturer's product data and installation instructions for each material and
product used.
B. Shop Drawings: Submit shop drawings indicating material characteristics, details of construction,
connections,and relationship with adjacent construction.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which
!# have been in satisfactory use in similar service for three years. Use experienced installers. Deliver,
handle,and store materials in accordance with manufacturer's instructions.
B. Standards: UL and FM listed products, NFPA 10.
C. Regulations:ADAAG.
PART 2- PRODUCTS
2.01 MATERIALS
w A. Manufactures:J. L. Industries, Larsen's Manufacturing,Potter-Roemer,or approved equal.
B. Fire Extinguishers:
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I. Type: Multipurpose dry chemical type.
2. Rating: Sized for project requirements.
3. Public Area Mounting: Cabinet mounted.
4. Service Area Mounting: Metal brackets.
C. Cabinets:
I. Mounting: Semi-recessed.
2. Trim: Trimless with hidden flange.
3. Doors: Aluminum, baked enamel finish.
4. Door Style: Duo-panel.
5. Accessories: Glass breaker or fire handle.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Install materials and systems in accordance with manufacturer's instructions and approved submittals.
Install materials and systems in proper relation with adjacent construction and with uniform appearance.
Coordinate with work of other sections.
FIRE EXTINGUISHERS AND CABINETS 10523-1
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36 Bedford Terrace- Renovations August 17,2006 Dietz Company Architects,Inc.
SECTION 10440
SIGNAGE
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PART I - GENERAL
1.01 SUMMARY
A. Provide exterior and interior signage.
1.02 SUBMITTALS
A. Product Data: Submit manufacturer's product data and installation instructions for each material and
product used.
B. Samples: Submit two representative samples of each material specified indicating visual characteristics
and finish. Include range samples if variation of finish is anticipated.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which
have been in satisfactory use in similar service for three years. Use experienced installers. Deliver,
handle,and store materials in accordance with manufacturer's instructions.
PART 2- PRODUCTS
2.01 MATERIALS
A. Manufacturers: Andco Industries Corp., ASI Sign Systems, The Supersine Co., Vomar Products, or
approved equal.
B. Panel Signs:
I. Type: Unframed.
2. Material: Plastic.
3. Copy: Raised lettering and braille.
C. Dimensional Letters and Numbers:
I. Type: Fabricated.
2. Material: Aluminum,anodized finish.
PART 3 - EXECUTION
' 3.01 INSTALLATION
A. Install materials and systems in accordance with manufacturer's instructions and approved submittals.
Install materials and systems in proper relation with adjacent construction and with uniform appearance.
Coordinate with work of other sections.
B. Restore damaged finishes. Clean and protect work from damage.
END OF SECTION
SIG NAG E 10440-1
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36 Bedford Terrace- Renovations August 17,2006 Dietz&Company Architects,Inc.
SECTION 10410
DIRECTORIES
PART I -GENERAL
OR 1.01 SUMMARY
A. Provide directories and bulletin boards.
1.02 SUBMITTALS
A. Product Data: Submit manufacturer's product data and installation instructions for each material and
product used.
` B. Shop Drawings: Submit shop drawings indicating material characteristics, details of construction,
connections,and relationship with adjacent construction.
C. Samples: Submit two representative samples of each material specified indicating visual characteristics
and finish. Include range samples if variation of finish is anticipated.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which
have been in satisfactory use in similar service for three years. Use experienced installers. Deliver,
handle,and store materials in accordance with manufacturer's instructions.
PART 2- PRODUCTS
2.01 MATERIALS
A. Manufacturers: Andco Industries, ASI Sign Systems, The Supersine Co., Vomar Products, or approved
equal.
B. Directories:
I. Type: Non-illuminated.
2. Frame: Reveal-type frame and cover design.
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4. Message Strips: Engraved-type message strips.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Install materials and systems in accordance with manufacturer's instructions and approved submittals.
Install materials and systems in proper relation with adjacent construction and with uniform appearance.
Coordinate with work of other sections.
B. Restore damaged finishes. Clean and protect work from damage.
END OF SECTION
DIRECTORIES 10410-1
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36 Bedford Terrace- Renovations August 17,2006 Dietz Company Architects,Inc.
*! G. Galvanized Metal:
I. Gloss:
a. Semi
2. System:
a. I coat galvanized metal primer
b. 2 coats alkyd enamel
END OF SECTION
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PAINTING 09910-3
36 Bedford Terrace- Renovations August 17,2006 Dietz&Company Architects, Inc. "
B. Comply with manufacturer's instructions and recommendations for preparation, priming and coating °
work. Coordinate with work of other sections.
C. At existing areas to be repainted, remove blistered or peeling paint to sound substrates. Remove chalk .•
deposits and mildew and wash all surfaces with mild detergent. Perform related minor preparation
including caulk and glazing compounds. Spot prime bare areas before priming and painting as specified.
D. Match approved mock-ups for color, texture, and pattern. Re-coat or remove and replace work which `
does not match or shows loss of adhesion.Clean up,touch up and protect work.
3.02 PAINT SCHEDULE
A. Gypsum Drywall Walls—All walls,except as noted below:
I. Gloss:
a. Eggshell
2. System:
a. I coat latex primer
b. 2 coats latex finish
B. Gypsum Drywall Walls and Ceilings in Bathrooms, Kitchens and Wet Areas:
I. Gloss:
a. Semi .i.
2. Characteristic:
a. Anti-mildew
3. System:
a. I coat latex primer
b. 2 coats latex finish
C. Gypsum Drywall Ceilings:
I. Gloss:
a. Flat
2. System:
a. I coat latex primer
b. 2 coats latex finish
D. Wood for Painted Finish:
I. Gloss:
a. Semi
2. System:
a. I coat interior alkyd enamel undercoat
b. 2 coats alkyd enamel
E. Exterior Wood for Painted Finish:
I. Gloss:
a. Flat
2. System:
a. I coat exterior primer
b. 2 coats latex enamel
F. Ferrous Metals:
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I. Gloss:
a. Semi
2. System:
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a. I coat rust-inhibiting primer
b. 2 coats alkyd enamel
PAINTING
09910-2
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W' ' 36 Bedford Terrace- Renovations August 17,2006 Dietz& Company Architects,Inc.
SECTION 099 10
PAINTING
PART I GENERAL
1.01 SUMMARY
A. Provide the following:
I. Painting and surface preparation for all interior surfaces.
2. Painting and surface preparation for exterior unfinished surfaces and exterior painted surfaces.
a. Paint exposed fiber cement siding,shingles, panels and trim.
3. Field-painting and surface preparation of exposed mechanical and electrical piping, conduit,
PW ductwork,and equipment.
1.02 SUBMITTALS
PM A. Product Data: Submit manufacturer's product data and installation instructions for each material and
product used.
B. Samples: Submit two representative samples of each material specified indicating visual characteristics
and finish. Include range samples if variation of finish is anticipated.
I. Include manufacturer's full range of color and finish options if additional selection is required.
C. Extra Stock: Submit 2 unopened gallons of each paint and color used in the project.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which
have been in satisfactory use in similar service for three years. Use experienced installers. Deliver,
handle,and store materials in accordance with manufacturer's instructions.
B. Regulations: All paints shall be no VOC.
C. Mock-Ups: Provide mock-up as required to demonstrate quality of workmanship.
I. Provide 4 foot x 4 foot mock-ups of each type of surface.
"M I PART 2- PRODUCTS
2.01 MATERIALS
A. Manufacturers: ICI Devoe Coatings, Benjamin Moore, Pratt and Lambert, Sherwin Williams or approved
equal. Multicolor finishes by Polomyx, Zolatone or approved equal. First-line commercial-quality
products for all coating systems.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Inspect surfaces, report unsatisfactory conditions in writing; beginning work means acceptance of
substrate.
PAINTING 09910-1
36 Bedford Terrace- Renovations August 17,2006 Dietz&Company Architects, Inc.
I. Direct-Glue-Down Installation: Comply with CRI 104,Section 8, "Direct Glue-Down Installation."
2. Stair Installation: Comply with CRI 104,Section 12,"Carpet on Stairs."
B. Prepare surfaces and install materials in accordance with manufacturer's instructions and approved ow
submittals. Clean, patch, and level substrate. Install materials in proper relation with adjacent
construction and with uniform appearance. Coordinate with work of other sections.
C. Install edge guards and reducer strips as required;clean and protect.
END OF SECTION
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CARPET
09684-2
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36 Bedford Terrace- Renovations August 17,2006 Dietz Company Architects, Inc.
SECTION 09684
CARPET
PART I - GENERAL
1.01 SUMMARY
A. Provide sheet carpet and floor preparation.
1.02 SUBMITTALS
Aw A. Product Data: Submit manufacturer's product data and installation instructions for each material and
product used.
B. Samples: Submit two representative samples of each material specified indicating visual characteristics
and finish. Include range samples if variation of finish is anticipated.
C. Seaming Layout: Submit proposed seaming layout.
D. Extra Stock: Submit extra stock equal to 2%of total used.
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1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which
have been in satisfactory use in similar service for three years. Use experienced installers. Deliver,
handle,and store materials in accordance with manufacturer's instructions.
mom B. Performance: Fire performance meeting requirements of building code and local authorities.
PART 2- PRODUCTS
mom 2.01 MATERIALS
A. Manufacturers: Bentley Mills, Collins & Aikman Floor Coverings,J&J Industries, Mannington Commercial
Carpets,Mohawk Commercial Carpet, Patrick Carpet Mills,Shaw Industries,or approved equal.
I. Within Units: Philadelphia (Shaw Industries) "Collaborator"with 'StaLok' integral cushion backed
carpet.
2. Within Common Hallways: Philadelphia(Shaw Industries)"Quest"
3. Entry Carpet: Mats, Inc., "Berber"
B. Installation Method: Direct glue down.
` C. Color: As selected by Architect from manufacturer's full range.
D. Auxiliary Materials:
Awl I Vinyl edge guards and reducer strips (metal not permitted).
2. Adhesives,cements and fasteners.
3. Leveling compound.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Comply with recommendations of Carpet and Rug Institute"Specifier's Handbook".
CARPET 09684-1
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6 Bedford Terrace- Renovations August 17,2006 Dietz&Company Architects, Inc.
PART 3 - EXECUTION M%P
3.01 INSTALLATION
A. Comply with manufacturer's instructions and recommendations. Install in proper relation to adjacent
work.
B. Install base and accessories to minimize joints. Install base with joints as far from corners as practical. ..
C. Clean,polish,and protect
END OF SECTION
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RESILIENT BASE AND ACCESSORIES 09651-2
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36 Bedford Terrace- Renovations August 17,2006 Dietz&Company Architects, Inc.
SECTION 09651
RESILIENT BASE AND ACCESSORIES
PART I - GENERAL
x 1.01 SUMMARY
A. Provide resilient wall base and accessories in kitchens and bathrooms.
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1.02 SUBMITTALS
A. Product Data: Submit manufacturer's product data and installation instructions for each material and
product used.
B. Samples: Submit two representative samples of each material specified indicating visual characteristics
and finish. Include range samples if variation of finish is anticipated.
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C. Submit extra stock equal to 2%of total used.
1.03 QUALITY ASSURANCE
- A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which
have been in satisfactory use in similar service for three years. Use experienced installers. Deliver,
handle,and store materials in accordance with manufacturer's instructions.
B. Performance: Fire performance meeting requirements of building code and local authorities.
PART 2- PRODUCTS
2.01 MATERIALS
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A. Manufacturers:AFCO Rubber Corp.,Johnsonite, Roppe,VPI Floor Products,or approved equal.
B. Resilient Wall Base:
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. Vinyl Wall Base: FS SS-W-40,Type 11.
2. Thickness: 0.125 inches thick.
a� 3. Height: 4 inches.
C. Resilient Stair Accessories:
I. Vinyl Stair Treads: FS RR-T-650,Composition B.
2. Thickness: 0.125 inches thick.
3. Risers: Matching vinyl.
4. Stringers: Painted wood.
D. Installation Accessories:
. Concrete Slab Primer: Nonstaining type.
2. Trowelable Underlayments and Patching Compounds: Latex-modified, Portland-cement-based
formulation.
3. Stair Tread Nose Filler: Two-part epoxy compound.
4. Adhesives: Water-resistant type.
RESILIENT BASE AND ACCESSORIES 09651-1
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36 Bedford Terrace- Renovations August 17,2006 Dietz&Company Architects, Inc.
PART 3 - EXECUTION OEM
3.01 INSTALLATION
A. Comply with manufacturer's instructions and recommendations. Install in proper relation to adjacent
work.
B. Prepare surfaces by cleaning, leveling and priming as required. Test adhesive for bond before general .�
installation. Level to 1/8" in 10'tolerance.
C. Tile Flooring: Install the with tight joints and with one-way pattern. Layout to prevent less than 1/2 tile MW
u n its.
D. Sheet Flooring: Install sheets with tight joints and pattern in adjoining areas running in the same F
direction. Layout to minimize seams as approved. Coordinate location of seams with Architect and
heat weld. Caulk all seams to plumbing fixtures and wall base.
E. Clean,polish,and protect.
END OF SECTION
RESILIENT FLOORING 09650-2
J!" 36 Bedford Terrace- Renovations August 17,2006 Dietz Company Architects, Inc.
ow SECTION 09650
RESILIENT FLOORING
PART I - GENERAL
1.01 SUMMARY
A. Provide resilient flooring and floor preparation.
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B. Schedule:
I. Vinyl Composition Tile.
2. Kitchens and Bathrooms: Vinyl Sheet Flooring with welded seams.
1.02 SUBMITTALS
A. Product Data: Submit manufacturer's product data and installation instructions for each material and
product used.
B. Samples: Submit two representative samples of each material specified indicating visual characteristics
and finish. Include range samples if variation of finish is anticipated.
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}` C. Extra Stock: Submit extra stock equal to 2%of total used.
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1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which
have been in satisfactory use in similar service for three years. Use experienced installers. Deliver,
handle,and store materials in accordance with manufacturer's instructions.
B. Performance: Fire performance meeting requirements of building code and local authorities.
C. Provide materials and adhesives which do not contain asbestos.
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PART 2- PRODUCTS
2.01 MATERIALS
MW A. Vinyl Composition Tile Flooring:
1. Manufacturers:Armstrong World Industries,Azrock Industries,Tarkett or approved equal.
2. Vinyl Composition Tile: ASTM F 1066, Composition I, nonasbestos formulated:
a. Class 1.
3. Size: 12 by 12 inches.
4. Thickness: 1/8 inch.
B. Vinyl Sheet Flooring:
OR I. Manufacturers: Armstrong World Industries, Forbo Industries, Mannington Commercial Resilient,
Tarkett,or approved equal.
2. Sheet Vinyl With Backing: ASTM F 1 303:
a. Commercial grade.
> 1 3. Wearing Surface: Smooth.
4. Seams: Heat welded.
C. Auxiliary Materials:
Edge strips and terminations.
2. Leveling compound.
RESILIENT FLOORING 09650-1
36 Bedford Terrace- Renovations August 17,2006 Dietz&Company Architects, Inc.
B. Comply with National Oak Flooring Manufacturer's Association Installation Manual. Provide adequate
expansion space.
C. Restore damaged finishes. Clean and protect work from damage. 'off
END OF SECTION
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WOOD FLOORING
09640-2
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36 Bedford Terrace- Renovations August 17,2006 Dietz Company Architects, Inc.
SECTION 09640
WOOD FLOORING
PART I - GENERAL
1.01 SUMMARY
A. Provide wood flooring to match existing.
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1.02 SUBMITTALS
A. Product Data: Submit manufacturer's product data and installation instructions for each material and
product used.
B. Samples: Submit two representative samples of each material specified indicating visual characteristics
and finish. Include range samples if variation of finish is anticipated.
C. Maintenance Data: Submit manufacturer's maintenance data,including maintenance schedule.
D. Extra Stock: Submit extra stock equal to 2%of total used.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which
have been in satisfactory use in similar service for three years. Use experienced installers. Deliver,
handle,and store materials in accordance with manufacturer's instructions.
B. Comply with recommendations of National Oak Flooring Manufacturer's Association and the American
Parquet Association.
PART 2- PRODUCTS
2.01 MATERIALS
A. Wood Strip Flooring for General Use:
I. Hardwood Flooring
.o a. Thickness: 25/32 inch thick nominal- match existing.
b. Face Width: 3-1/4 inch nominal - match existing.
C. Species: Quarter sawn, prime grade red oak.
d. Type: Solid wood.
2. Finish: Site finish.
B. Auxiliary Materials:
I. Trim,vented base, moldings,thresholds,and reducer strips.
2. Metal feature strips.
3. Underlayments,mounts,adhesives,mastics, and fasteners.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Install materials and systems in accordance with manufacturer's instructions and approved submittals.
Install materials and systems in proper relation with adjacent construction and with uniform appearance.
Coordinate with work of other sections.
WOOD FLOORING 09640-1
36 Bedford Terrace- Renovations August 17,2006 Dietz&Company Architects, Inc. 00�
E. Auxiliary Materials: 01W
I. Gypsum board screws,ASTM C 1002.
2. Gypsum board nails,ASTM C 514.
3. Fastening adhesive. aw
4. Concealed acoustical sealant.
5. Mineral fiber sound attenuation blankets.
00
PART 3 - EXECUTION
3.01 INSTALLATION a,„F
A. Install wood framing in compliance with Section 06100 - Rough Carpentry. Install with tolerances
necessary to produce substrate for gypsum board assemblies with tolerances specified. Include blocking
for items such as railings,grab bars,casework,toilet accessories and similar items.
B. Install gypsum board for tape and 3-coat joint compound finish in compliance with ASTM C 840 and GA
216, Recommended Specifications for the Application and Finishing of Gypsum Board. Install gypsum
board assemblies true,plumb, level and in proper relation to adjacent surfaces.
C. Provide fire-rated systems where indicated and where required by authorities having jurisdiction.
D. Install boards vertically. Do not allow butt-to-butt joints and joints that do not fall over framing
members.
E. Provide insulation full height and thickness in partitions at toilet rooms, between different occupancies,
and where required. u
F. Provide acoustical sealant at both faces at top and bottom runner tracks,wall perimeters, openings,and
control joints.
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G. Install trim in strict compliance with manufacturer's instructions and recommendations.
H. Repair surface defects. Leave ready for finish painting or wall treatment.
END OF SECTION ..�
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GYPSUM BOARD ASSEMBLIES 09260-2
36 Bedford Terrace- Renovations August 17, 2006 Dietz&Company Architects, Inc.
SECTION 09260
GYPSUM BOARD ASSEMBLIES
PART I - GENERAL
1.01 SUMMARY
e
A. Provide gypsum board assemblies:
ew
. Interior walls,partitions and ceilings with tape and joint compound finish.
2. Cementitious backer units.
' 3. Installation of access panels in gypsum board assemblies.
1.02 SUBMITTALS
A. Product Data: Submit manufacturer's product data and installation instructions for each material and
product used.
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1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which
have been in satisfactory use in similar service for three years. Use experienced installers. Deliver,
handle,and store materials in accordance with manufacturer's instructions.
B. Tolerances: Not more than 1/16 inch difference in true plane at joints between adjacent boards before
finishing. After finishing,joints shall be not be visible. Not more than 1/8 inch in 10 feet deviation from
true plane,plumb,level and proper relation to adjacent surfaces in finished work.
C. Fire Resistance for Fire-Rated Assemblies: ASTM E 119.
D. Performance: Fire,structural,and seismic performance meeting requirements of building code and local
authorities.
PART 2- PRODUCTS
2.01 MATERIALS
A. Manufacturers of Gypsum Board: Domtar Gypsum, Georgia-Pacific Corp., National Gypsum Co., United
VW States Gypsum Co.,or approved equal.
B. Gypsum Board:
I. Gypsum Wallboard for Tape and Joint Compound Finish: ASTM C 36, regular, moisture-
resistant,foil-backed,and fire-rated types as required:
a. Typical Thickness: 5/8 inch.
2. Kitchen and Bathroom Water-Resistant Gypsum Backing Board: ASTM C 630, regular and fire-
rated types as required:
a. Typical Thickness: 5/8 inch.
3. Joint Treatment: ASTM C 475 and ASTM C 840, 3-coat system, paper or fiberglass tape.
an C. Cementitious Backer Units:
I. Type: ANSI A 1 18.9,cement-coated Portland cement panels.
2. Thickness: 5/8 inch nominal.
D. Trim Accessories:
I. Material: Metal or plastic trim.
2. Types: Cornerbead,edge trim,and control joints.
GYPSUM BOARD ASSEMBLIES 09260-1
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36 Bedford Terrace- Renovations August 17,2006 Dietz&Company Architects, Inc.
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SECTION 09220
PORTLAND CEMENT PLASTER
PART I - GENERAL
WA
1.01 SUMMARY
per
A. Provide Portland cement plaster for exterior stucco finish applications.
1.02 SUBMITTALS
A. Product Data: Submit manufacturer's product data and installation instructions for each material and
product used.
1.03 QUALITY ASSURANCE
go A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which
have been in satisfactory use in similar service for three years. Use experienced installers. Deliver,
handle,and store materials in accordance with manufacturer's instructions.
PART 2- PRODUCTS
2.01 MATERIALS
A. Portland Cement Plaster:
I. Cement: Portland cement,ASTM C ISO,Type I or 11.
2. Application: 3 coats over metal lath.
3. Finish Coat: Factory-prepared finish coat.
4. Finish: Rough textured finish to match existing.
B. Auxiliary Materials:
I. Corner beads,casing bead,and control joints.
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2. Bonding compounds and agents.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Install Portland cement plaster in accordance with ASTM C 926,and manufacturer's instructions.
B. At plaster patching, prepare surface to sound substrate, apply bonding agent and patching materials in
accordance with manufacturer's instructions.
C. Install metal trims at perimeters and joints. At scratch coat form full keys. Ensure tight contact
between coats. Tool edges at windows,doors,other openings to small vee to control spalling.
- D. Clean adjacent surfaces soiled during installation. Touch-up damaged surfaces. Protect work from
damage.
END OF SECTION
PORTLAND CEMENT PLASTER 09220-1
36 Bedford Terrace- Renovations August 17,2006 Dietz&Company Architects, Inc. 00
B. Install gypsum plaster in accordance with ASTM C 842, and in accordance with manufacturer's
instructions.
C. At plaster patching, prepare surface to sound substrate, apply bonding agent and patching materials in .w
accordance with manufacturer's instructions.
D. Install metal trims at perimeters and joints. At scratch coat form full keys. Ensure tight contact .�
between coats. Tool edges at windows, doors,other openings to small vee to control spalling.
E. Clean adjacent surfaces soiled during installation. Touch-up damaged surfaces. Protect work from
damage.
END OF SECTION
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GYPSUM PLASTER
09210-2
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36 Bedford Terrace- Renovations August 17,2006 Dietz&Company Architects, Inc.
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SECTION 09210
GYPSUM PLASTER
PART I - GENERAL
1.01 SUMMARY
A. Provide gypsum plaster systems for repair at interior applications- match existing.
aw
1.02 SUBMITTALS
A. Product Data: Submit manufacturer's product data and installation instructions for each material and
product used.
1.03 QUALITY ASSURANCE
40 A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which
have been in satisfactory use in similar service for three years. Use experienced installers. Deliver,
handle,and store materials in accordance with manufacturer's instructions.
PART 2- PRODUCTS
2.01 MATERIALS
A. Manufacturers of Steel Framing and Furring: Dale Industries, Dietrich Industries, Marino/Ware, National
Gypsum Co.,Unimast or approved equal.
low B. Lath and Plaster Support Systems:
I. Metal Supports for Suspended and Furred Ceilings: ASTM C 841 for gypsum plaster.
2. Vertical Metal Furring: Channel furring and braces,Z-furring members,and furring brackets.
"+ 3. Expanded Metal Lath: ASTM C 847, self-furring galvanized steel diamond mesh or rib lath.
4. Gypsum Lath: ASTM C 37,plain,foil-backed,and fire-rated types, 1/2 inch thick.
C. Manufacturers of Gypsum Plaster: Domtar Gypsum, National Gypsum Co., United States Gypsum Co.,
or approved equal.
D. Gypsum Plaster:
1. Base Coat Plasters: ASTM C 28.
2. Aggregates: ASTM C 35.
3. Finishing Hydrated Lime: ASTM C 206.
4. Finish Coat Plasters: Ready-mixed finish plaster.
5. Application: 2 coats over metal lath substrate.
6. Finish: Troweled finish.
E. Auxiliary Materials:
I. Corner beads,casing bead,and control joints.
2. Bonding compounds and agents.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Machine mix plaster and trowel-on to provide smooth and dense finish surface, except as otherwise
indicated. Continue finish behind furniture, casework and similar removable items; finish may be
omitted from permanently concealed surfaces.
GYPSUM PLASTER 09210-1
36 Bedford Terrace- Renovations August 17,2006 Dietz&Company Architects, Inc. Am
3. Glazing gaskets. on.
4. Setting blocks,spacers,and compressible filler rods.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Inspect framing and report unsatisfactory conditions in writing. `m
B. Comply with GANA "Glazing Manual' and manufacturers instructions and recommendations. Use
manufacturer's recommended spacers, blocks, primers,sealers,gaskets and accessories.
C. Install glass with uniformity of pattern, draw, bow and roller marks.
D. Install sealants to provide complete wetting and bond and to create a substantial wash away from glass.
E. Set mirrors on stainless steel clips and adhere to wall with mirror adhesive.
F. Remove and replace damaged glass and glazing. Wash, polish and protect all glass supplied under this ..,
section.
3.02 SCHEDULE
00
A. All insulating glass: Double pane, low-E coating on second surface, with argon gas fill and thermal break
edge spacers:
I. Windows: 5/8 inch thick insulating unit,clear glass.
2. Storefront: I inch thick insulating unit,clear tempered glass.
3. Entrances: 5/8 inch thick insulating unit,clear tempered glass.
4. Door vision panels: Tempered,laminated or wire glass. RON.
END OF SECTION
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GLAZING 08800-2
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36 Bedford Terrace - Renovations August 17, 2006 Dietz Company Architects, Inc.
SECTION 08800
GLAZING
PART I - GENERAL
1.01 SUMMARY
A. Provide glass and glazing for the following:
I. Fixed and operable windows.
2. Entrances and Storefronts.
3. Door vision panels.
1.02 SUBMITTALS
A. Product Data: Submit manufacturer's product data and installation instructions for each material and
product used.
B. Shop Drawings: Submit shop drawings indicating material characteristics, details of construction,
connections,and relationship with adjacent construction.
C. Samples: Submit two representative samples of each material specified indicating visual characteristics
and finish. Include range samples if variation of finish is anticipated.
D. Warranty: Submit manufacturer's standard warranty. Include labor and materials to repair or replace
defective materials.
I. Laminated Glass: Manufacturer's 4 year warranty.
.� 2. Coated Glass: Manufacturer's 5 year warranty.
3. Insulating Glass: Manufacturer's 10 year warranty.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which
have been in satisfactory use in similar service for three years. Use experienced installers. Deliver,
handle,and store materials in accordance with manufacturer's instructions.
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B. Mock-Ups: Provide mock-up as required to demonstrate quality of workmanship.
I. Each type of glazing.
PART 2- PRODUCTS
2.01 MATERIALS
A. Manufacturers:AFG Industries, Cardinal IG, Libby Owens Ford,Viracon, or approved equal.
B. Glass:
I. Primary Glass Products: Clear float,tinted float,patterned,and wire glass,ASTM C 1036.
2. Heat-Treated Glass Products: Heat-strengthened,tempered, coated,and spandrel glass,ASTM C
1048.
✓ 3. Laminated Glass Units: Polyvinyl butyral interlayer.
4. Sealed Insulating Glass Units: ASTM E 774, Class A.
5. High-Performance Coatings: Low a (low emissivity)type.
C. Glazing Accessories:
I. Elastomeric glazing sealants.
2. Preformed glazing tapes.
GLAZING 08800-1
36 Bedford Terrace- Renovations August 17,2006 Dietz&Company Architects, Inc.
PART 3 - EXECUTION
3.01 INSTALLATION
ow
A. Follow guidelines of DHI "Recommended Locations for Builder's Hardware and hardware
manufacturers' instructions.
B. Install materials and systems in accordance with manufacturer's instructions and approved submittals. .�
Install materials and systems in proper relation with adjacent construction and with uniform appearance.
Coordinate with work of other sections.
C. Adjust operation, clean and protect.
END OF SECTION '~`
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MW
DOOR HARDWARE 08710-2
36 Bedford Terrace - Renovations August 17,2006 Dietz&'Company Architects,Inc.
SECTION 08710
DOOR HARDWARE
PART I -GENERAL
1.01 SUMMARY
A. Provide door hardware.
1.02 SUBMITTALS
A. Product Data: Submit manufacturer's product data and installation instructions for each material and
product used.
B. Samples: Submit two representative samples of each material specified indicating visual characteristics
and finish. Include range samples if variation of finish is anticipated.
I C. Submit for approval hardware schedule proposed for use based on Owner's requirements.
1.03 QUALITY ASSURANCE
f
A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which
have been in satisfactory use in similar service for three years. Use experienced installers. Deliver,
handle,and store materials in accordance with manufacturer's instructions.
B. Hardware for Fire-Rated Openings: NFPA 80,and local requirements.
C. Materials and Application: ANSI A 156 series standards.
PART 2- PRODUCTS
2.01 MATERIALS
A. Manufacturers: Corbin Russwin Architectural Hardware, Sargent Manufacturing, Schlage Lock Co., Yale
Locks and Hardware,or approved equal.
B. Door Hardware:
1. Quality Level: Light Commercial.
2. Locksets and Latchsets: Cylinder type.
3. Keying: Multiple building keying and key control system.
4. Hinges and Butts: Full-mortise type with nonremovable pins at exterior doors.
5. Closers, Door Control,and Exit Devices: High frequency and Barrier-free.
6. Push/Pull Units: Through-bolted type.
7. Hardware Finishes: Satin chrome finish on exposed surfaces.
C. Auxiliary Materials:
a I. Door Trim Units: Kickplates, edge trim,viewers, knockers,and mail drops.and related trim.
2. Stops and overhead door holders.
3. Weatherstripping and thresholds.
4. Knox box for fire emergency keys.
DOOR HARDWARE 08710-1
6 Bedford Terrace- Renovations August 17,2006 Dietz&Company Architects, Inc. No
C. Restore damaged finishes and test for proper operation. Clean and protect work from damage. o
END OF SECTION „m
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STORM WINDOWS 08588-2
36 Bedford Terrace- Renovations August 17,2006 Dietz&Company Architects, Inc.
SECTION 08588
STORM WINDOWS
PART I - GENERAL
1.01 SUMMARY
A. Provide aluminum storm windows.
�r
1.02 SUBMITTALS
A. Product Data: Submit manufacturer's product data and installation instructions for each material and
product used.
B. Shop Drawings: Submit shop drawings indicating material characteristics, details of construction,
connections,and relationship with adjacent construction.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which
have been in satisfactory use in similar service for three years. Use experienced installers. Deliver,
handle,and store materials in accordance with manufacturer's instructions.
B. Mock-Ups: Provide mock-up as required to demonstrate quality of workmanship.
PART 2- PRODUCTS
2.01 MATERIALS
A. Manufacturers: Larson Manufacturing, Quaker Window Products Co., Republic Aluminum or approved
equal.
B. Aluminum Storm Windows:
I. Anchors, Clips, and Window Accessories: Aluminum, nonmagnetic stainless steel, or galvanized
steel.
2. Aluminum Window Members: Aluminum extrusions,ANSI/AAMA 1002.10.
3. Mounting: Exterior.
4. Operation: Vertically operating storm windows,ANSI/AAMA 1002.10.
5. Glazing: Clear single pane glass.
6. Aluminum Finish: Fluoropolymer, Kynar 500.
C. Auxiliary Materials:
I. Operating hardware.
2. Insect screening.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Fabricate windows to conform to AAMA standards and to accept glass specified.
B. Install materials and systems in accordance with manufacturer's instructions and approved submittals.
Install materials and systems in proper relation with adjacent construction and with uniform appearance.
' Coordinate with work of other sections.
STORM WINDOWS 08588-1
b Bedford Terrace- Renovations August 17, 2006 Dietz&'Company Architects, Inc. IM
3. Operating hardware. ow
4. Insect screening.
PART 3 - EXECUTION .o
3.01 INSTALLATION
A. Fabricate windows to conform to AAMA standards and accept glass specified. ..s
B. Install materials and systems in accordance with manufacturer's instructions and approved submittals.
Install materials and systems in proper relation with adjacent construction and with uniform appearance.
Coordinate with work of other sections.
C. Operation: Provide locking units with manual operation;provide pole for out of reach hardware.
D. Restore damaged finishes and test for proper operation. Clean and protect work from damage.
END OF SECTION
wis
FIBERGLASS WINDOWS 08570-2
36 Bedford Terrace - Renovations August 17,2006 Dietz&Company Architects, Inc.
on SECTION 08570
FIBERGLASS WINDOWS
PART I - GENERAL
1.01 SUMMARY
A. Provide fiberglass double hung and fixed replacement windows.
1.02 SUBMITTALS
A. Product Data: Submit manufacturer's product data and installation instructions for each material and
product used.
B. Shop Drawings: Submit shop drawings indicating material characteristics, details of construction,
connections,and relationship with adjacent construction.
C. Samples: Submit two representative samples of each material specified indicating visual characteristics
and finish. Include range samples if variation of finish is anticipated.
D. Warranty: Submit manufacturer's standard warranty. Include labor and materials to repair or replace
defective materials.
Warranty Period: 20 years.
E. Maintenance Data: Submit manufacturer's maintenance data, including maintenance schedule.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which
have been in satisfactory use in similar service for three years. Use experienced installers. Deliver,
handle,and store materials in accordance with manufacturer's instructions.
B. Mock-Ups: Provide mock-up as required to demonstrate quality of workmanship.
+w C. Performance: Comply with AAMA 101 for grade of window required: DP-40.
PART 2- PRODUCTS
An
2.01 MATERIALS
A. Manufacturers: Marvin Windows, Integrity Wood-Ultrex series.
B. Fiberglass Windows:
I. Construction: Fiberglass exterior(Ultrex)with wood interior.
2. Window Operation: Double hung windows.
3. Window Operation: Fixed windows.
x 4. Glazing: Low-E,Argon filled, insulating glass.
5. Glazing Color: Clear.
6. Rated U-Value: 0.34 or better
7. Grilles: between the glass,as indicated,color as selected by Architect
C. Auxiliary Materials:
I. Ventilator opening limit device.
2. Tilt in sash removal.
FIBERGLASS WINDOWS 08570-1
- 36 Bedford Terrace- Renovations August 17,2006 Dietz FY Company Architects,Inc.
SECTION 08310
ACCESS DOORS AND PANELS
PART I - GENERAL
1.01 SUMMARY
3 A. Provide access doors and panels for walls and ceilings.
1.02 SUBMITTALS
' A. Product Data: Submit manufacturer's product data and installation instructions for each material and
product used.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which
have been in satisfactory use in similar service for three years. Use experienced installers. Deliver,
handle,and store materials in accordance with manufacturer's instructions.
PART 2- PRODUCTS
2.01 MATERIALS
i
A. Manufacturers:J. L. Industries,Karp Associates, Milcor, Nystrom, or approved equal.
B. Equipment Access Doors:
vow I. Frames: 16 gauge (.0598 inch)sheet steel with flange suitable for adjacent material.
2. Doors: 14 gauge (.0625 inch)sheet steel.
3. Door Type: Flush panel.
'"�*• 4. Locking Devices: Cylinder locks.
5. Fire Rating: NFPA 80.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Install materials and systems in accordance with manufacturer's instructions and approved submittals.
Install materials and systems in proper relation with adjacent construction and with uniform appearance.
Coordinate with work of other sections. Install assemblies complete with all hardware, anchors,
inserts, supports and accessories. Test and adjust operation.
B. Restore damaged finishes and test for proper operation. Clean and protect work from damage.
Mir
END OF SECTION
Imp
ACCESS DOORS AND PANELS 08310-1
M
36 Bedford Terrace- Renovations August 17,2006 Dietz&Company Architects,Inc.
B. Install doors with not more than 1/8" clearance at top and sides, 1/4"at bottom. Comply with NFPA 80
for rated assemblies.
C. Adjust,clean,and protect. .M
END OF SECTION
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FLUSH WOOD DOORS 08210-2
MOM
36 Bedford Terrace - Renovations August 17, 2006 Dietz&Company Architects, Inc.
ON SECTION 08210
FLUSH WOOD DOORS
PART I -GENERAL
1.01 SUMMARY
A. Provide flush wood doors.
no
1.02 SUBMITTALS
A. Product Data: Submit manufacturer's product data and installation instructions for each material and
product used.
B. Samples: Submit two representative samples of each material specified indicating visual characteristics
and finish. Include range samples if variation of finish is anticipated.
C. Warranty: Submit manufacturer's standard warranty. Include labor and materials to repair or replace
defective materials.
I. Warranty Period: 10 years.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which
have been in satisfactory use in similar service for three years. Use experienced installers. Deliver,
handle,and store materials in accordance with manufacturer's instructions.
B. Quality Standards: NWWDA I.S. I A,and AWI Architectural Quality Standards.
C. Fire Rated Wood Doors: Meet ASTM E 152 requirements.
loft
PART 2- PRODUCTS
on 2.01 MATERIALS
A. Manufacturers: Algoma Hardwoods, Eggers Industries,Weyerhaeuser Architectural Doors,or approved
equal.
B. Interior Hollow Core Doors:
I. Thickness: 1-3/8 inches thick.
2. Construction: Hardboard face,4 panel embossed design.
3. Core: Honeycomb with wood blocked edges
4. Finish: Primed.
C. Fitting and Finish:
1. Fitting: Prehung,factory-prefit and premachined doors.
PART 3 - EXECUTION
3.01 INSTALLATION
w' A. Comply with NWMA I.S. I A and specified quality standard. Prefit doors to frames. Premachine doors
for hardware listed on final schedules. Factory bevel doors.
FLUSH WOOD DOORS 08210-1
Bedford Terrace- Renovations August 17,2006 Dietz Company Architects, Inc.
2. Exterior Frames:
a. Material: Galvanized sheet steel.
b. Corners: Mitered or coped.
c. Type: Welded.
d. Thickness: 14 gauge (.0598 inch)..
3. Accessories:
a. Door silencers.
b. Plaster guards.
4. Finish: Factory primed and field painted.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Fabricate work to be rigid, neat and free from seams, defects, dents, warp, buckle, and exposed
fasteners. Install doors and frames in compliance with SDI-100, NFPA 80, and requirements of
authorities having jurisdiction.
B. Provide thermally improved doors with maximum U-value of 0.24 BTU/hr./sq. ft. degree F (ASTM C
236)for all exterior doors and elsewhere as noted.
C. Provide acoustically improved doors with minimum STC of 33 (ASTM E 90 and ASTM E 413) where
indicated.
D. Hardware: Prepare doors and frames to receive hardware on final schedule. Provide for 3 silencers on
single door frames; 2 on double door frames.
E. Shop Finish: Clean, treat and prime paint all work with rust-inhibiting primer comparable with finish
paint specified in Division 9 section. Provide asphalt emulsion sound deadening coating on concealed
frame interiors.
F. Touch-up damaged coatings and leave ready to receive finish painting.
POW
END OF SECTION
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STEEL DOORS AND FRAMES 08110-2
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36 Bedford Terrace- Renovations August 17, 2006 Dietz&'Company Architects,Inc.
SECTION 08110
STEEL DOORS AND FRAMES
PART I - GENERAL
" 1.01 SUMMARY
A. Provide steel doors and frames.
1.02 SUBMITTALS
A. Product Data: Submit manufacturer's product data and installation instructions for each material and
product used.
B. Shop Drawings: Submit shop drawings indicating material characteristics, details of construction,
connections,and relationship with adjacent construction.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which
have been in satisfactory use in similar service for three years. Use experienced installers. Deliver,
handle,and store materials in accordance with manufacturer's instructions.
B. Standards: ANSI/SDI-100, Recommended Specifications for Standard Steel Doors and Frames.
C. Performance Standards:
I. Fire-Rated Assemblies: NFPA 80,and acceptable testing agency listing.
2. Thermal-Rated Assemblies at Exterior: ASTM C 236 or ASTM C 976.
3. Sound-Rated Assemblies at Mechanical Rooms: ASTM E 1408,and ASTM E 413.
PART 2- PRODUCTS
2.01 MATERIALS
s A. Manufacturers: Amweld Building Products, Ceco Door Products, Curries Co., Mesker Door, Steelcraft
Manufacturing, or approved equal.
B. Steel Doors:
I. Door Type: Standard steel doors with hollow or composite construction.
2. Interior Doors: ANSI/SDI-100, Grade 11, heavy-duty, minimum 18 gauge (.0358 inch) cold-rolled
steel, 1-3/4 inches thick.
3. Exterior Doors: ANSI/SDI-100, Grade III, extra-heavy-duty, minimum 16 gauge (.0598 inch)
galvanized sheet steel, 1-3/4 inches thick.
` 4. Accessories:
a. Sightproof stationary louvers
b. Glazing stops.
S. Finish: Factory primed and field painted.
C. Steel Frames:
I. Interior Frames:
a. Material: Sheet steel.
b. Corners: Mitered or coped.
} c. Type:Welded.
d. Drywall slip-on.
e. Thickness: 16 gauge (.0598 inch).
STEEL DOORS AND FRAMES 08110-1
36 Bedford Terrace- Renovations August 17,2006 Dietz&Company Architects, Inc. `
F. Specialty Sealants:
I. Type and Application: Synthetic rubber for acoustical sealant for concealed joints.
G. Paving Joint Fillers:
I. Type: Bituminous fiber.
2. Application: Filler for exterior paving joints.
H. Auxiliary Materials:
I. Plastic foam joint fillers.
2. Elastomeric tubing backer rods.
3. Bond breaker tape.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Examine substrate; report unsatisfactory conditions in writing. Beginning work means acceptance of
substrates.
B. Provide sealants in colors as selected from manufacturer's standards. '
C. Install materials and systems in accordance with manufacturer's instructions and approved submittals.
Install materials and systems in proper relation with adjacent construction and with uniform appearance.
Coordinate with work of other sections. Clean and prime joints,and install bond breakers, backer rods
and sealant as recommended by manufacturers.
D. Depth shall equal width up to 1/2"wide; depth shall equal 1/2 width for joints over 1/2"wide.
E. Cure and protect sealants as directed by manufacturers. Replace or restore damaged sealants. Clean
adjacent surfaces to remove spillage.
WANO
END OF SECTION
awe
JOINT SEALERS 07900-2
NOW
36 Bedford Terrace- Renovations August 17,2006 Dietz Company Architects,Inc.
SECTION 07900
JOINT SEALERS
PART I - GENERAL
1.01 SUMMARY
A. Provide joint sealers at interior and exterior vertical and horizontal joints.
1.02 SUBMITTALS
No A. Product Data: Submit manufacturer's product data and installation instructions for each material and
product used.
B. Samples: Submit two representative samples of each material specified indicating visual characteristics
and finish. Include range samples if variation of finish is anticipated.
I. Include manufacturer's full range of color and finish options if additional selection is required.
' 1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which
' have been in satisfactory use in similar service for three years. Use experienced installers. Deliver,
handle,and store materials in accordance with manufacturer's instructions.
B. Field-Constructed Mock-Ups: Each joint type.
PART 2- PRODUCTS
2.01 MATERIALS
A. Urethane Elastomeric Joint Sealants:
I. Manufacturers: Pecora Corp.,Sika Corp.,Tremco or approved equal.
2. Type and Application: Multi-part nonsag urethane sealant,ASTM C 920:
a. Application: For joints in vertical and horizontal surfaces.
b. Exterior use.
B. Silicone Elastomeric Joint Sealants:
I. Manufacturers: Dow Corning,GE Silicones,Tremco, or approved equal.
2. Type and Application: One-part nonacid-curing silicone sealant, ASTM C 920, modulus as
required for application:
a. Application: For joints in vertical and horizontal surfaces.
b. Exterior and interior use.
C. One-part mildew-resistant silicone sealant,ASTM C 920,for sanitary applications, interior use.
D. Latex Joint Sealants:
I. Manufacturers: Pecora Corporation, Polymeric Systems, Inc., Sonneborn Building Products,
Tremco,or approved equal.
2. Type: Acrylic-emulsion,ASTM C 834.
3. Application: Interior joints in vertical and overhead surfaces with limited movement.
PW E. Compression Seals:
1. Type: Preformed hollow neoprene gasket,ASTM D 2628.
2. Application: Wide exterior joints in vertical surfaces.
JOINT SEALERS 07900-1
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36 Bedford Terrace - Renovations August 17,2006 Dietz Company Architects, Inc.
SECTION 07840
FIRESTOPPING
PART I - GENERAL
1.01 SUMMARY
A. Provide firestopping at locations required by code.
1.02 SUBMITTALS
A. Product Data: Submit manufacturer's product data and installation instructions for each material and
product used.
B. Submit for approval test reports.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which
have been in satisfactory use in similar service for three years. Use experienced installers. Deliver,
RM handle,and store materials in accordance with manufacturer's instructions.
B. Fire Performance: ASTM E 119,ASTM E 814,and local regulations.
PART 2- PRODUCTS
2.01 MATERIALS
A. Through-Penetration Firestop Systems: Subject to compliance with requirements, provide systems
designed for use required, of one or more of the following types:
I. Intumescent latex sealant,putty and wrap strips.
B. Fire-Resistive Elastomeric Joint Sealants:
I. Single-component, neutral-curing,silicone sealant.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Review extent of work with authorities having jurisdiction and obtain approval of installation
thicknesses and methods.
B. Sequence work to avoid need for removal of firestopping by work of other trades.
C. Comply with manufacturers' instructions and recommendations. Securely anchor insulation with safing
clips. Install firestops without gaps or voids.
D. Protect, inspect and repair work until final acceptance.
END OF SECTION
FIRESTOPPING 07840-1
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36 Bedford Terrace- Renovations August 17,2006 Dietz&'Company Architects, Inc.
2. Mastic and elastomeric sealants.
3. Epoxy seam sealer.
4. Rosin-sized building paper slip sheet.
5. Polyethylene underlayment.
6. Gutter and conductor head guards.
7. Asphaltic roofing cement.
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PART 3 - EXECUTION
3.01 INSTALLATION
A. Follow recommendations of SMACNA Sheet Metal Manual. Allow for expansion. Isolate dissimilar
materials.
B. Install materials and systems in accordance with manufacturer's instructions and approved submittals.
Install materials and systems in proper relation with adjacent construction and with uniform appearance.
Coordinate with work of other sections.
C. Restore damaged components and finishes. Clean and protect work from damage.
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END OF SECTION
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FLASHING AND SHEET METAL 07600-2
36 Bedford Terrace- Renovations August 17,2006 Dietz&Company Architects, Inc.
SECTION 07600
FLASHING AND SHEET METAL
WON
PART I - GENERAL
1.01 SUMMARY
A. Provide flashing and sheet metal.
1.02 SUBMITTALS
A. Product Data: Submit manufacturer's product data and installation instructions for each material and
product used.
B. Shop Drawings: Submit shop drawings indicating material characteristics, details of construction,
connections,and relationship with adjacent construction.
C. Samples: Submit two representative samples of each material specified indicating visual characteristics
and finish. Include range samples if variation of finish is anticipated.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which
have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, ,■,
handle,and store materials in accordance with manufacturer's instructions.
PART 2- PRODUCTS
Wal-
2.01 MATERIALS
A. Applications:
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I. Metal counterflashing and base flashing.
2. Exterior wall flashing and expansion joints.
3. Built-in metal valleys,gutters,and scuppers. .,
4. Gutters and downspouts.
5. Exposed metal trim and fascia units,aluminum brake metal at fascia, rakes and eaves.
6. Elastic flashing.
7. Laminated composition flashing.
8. Sheet metal accessories.
9. Ridge vents.
B. Sheet Metal Flashing and Trim:
I. Sheet Aluminum: ASTM B 209,alloy 3003,factory paint finish, 20 gauge (.0359 inch).
2. Extruded Aluminum: 6063-T52, clear anodized,0.080 inches for primary legs of extrusion.
C. Flexible Sheet Membrane Flashing: Nonreinforced flexible black elastic sheet, 50 to 65 mils thick, butyl
synthetic rubber.
D. Laminated Composition Sheet Flashing: 5 ounce copper sheet laminated between 2 layers of bituminous w
impregnated Kraft paper or saturated fabric.
E. Fabricated Units: Compliance with SMACNA Sheet Metal Manual.
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F. Auxiliary Materials:
I. Bituminous isolation coating.
FLASHING AND SHEET METAL 07600-1
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36 Bedford Terrace - Renovations August 17, 2006 Dietz Company Architects,Inc.
SECTION 07450
WOOD SHINGLES
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PART I - GENERAL
w" 1.01 SUMMARY
A. Provide wood shingles for siding applications - match existing.
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1.02 SUBMITTALS
A. Product Data: Submit manufacturer's product data and installation instructions for each material and
product used.
B. Samples: Submit two representative samples of each material specified indicating visual characteristics
and finish. Include range samples if variation of finish is anticipated.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which
have been in satisfactory use in similar service for three years. Use experienced installers. Deliver,
handle,and store materials in accordance with manufacturer's instructions.
B. Mock-Ups: Provide mock-up as required to demonstrate quality of workmanship.
PART 2- PRODUCTS
2.01 MATERIALS
A. Wood Shingles:
4" I. Type: No. I Grade Blue Label western red cedar.
2. Accessories:
a. Felt,ASTM D 226 Type I.
b. Metal flashing.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Install materials and systems in accordance with manufacturer's instructions and approved submittals.
Install materials and systems in proper relation with adjacent construction and with uniform appearance.
Coordinate with work of other sections.
B. Restore damaged components. Clean and protect work from damage.
END OF SECTION
WOOD SHINGLES 07450-1
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36 Bedford Terrace- Renovations August 17, 2006 Dietz Company Architects, Inc.
C. Install water protection sheet at valleys, ridges,and eaves.
OR—
D. Restore damaged components. Clean and protect work from damage.
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END OF SECTION
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SHINGLES 07310-2
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36 Bedford Terrace- Renovations August 17,2006 Dietz Company Architects,Inc.
SECTION 07310
ASPHALT SHINGLES
PART I - GENERAL
1.01 SUMMARY
A. Provide shingles for roofing applications.
1.02 SUBMITTALS
A. Product Data: Submit manufacturer's product data and installation instructions for each material and
product used.
B. Samples: Submit two representative samples of each material specified indicating visual characteristics
and finish. Include range samples if variation of finish is anticipated.
C. Warranty: Submit manufacturer's standard warranty. Include labor and materials to repair or replace
defective materials.
I. Warranty Period: 30 years.
1.03 QUALITY ASSURANCE
PW A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which
have been in satisfactory use in similar service for three years. Use experienced installers. Deliver,
handle,and store materials in accordance with manufacturer's instructions.
B. Mock-Ups: Provide mock-up as required to demonstrate quality of workmanship.
PART 2- PRODUCTS
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2.01 MATERIALS
A. Asphalt Shingles:
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I. Manufacturers: CertainTeed Roffing Products, Landmark 30 or IKO, Cambridge 30:
2. Type: Three dimensional,fiberglass, laminated strip shingles.
3. Accessories:
a. Hip and ridge shingles.
b. Underlayment felt,ASTM D 226.
c. Self adhering sheet perimeter underlayment, IKO Armourgard Ice and Water Protector.
d. Metal flashing and drip edge.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Comply with recommendations of NRCA Steep Roofing Manual.
B. Install materials and systems in accordance with manufacturer's instructions and approved submittals.
Install materials and systems in proper relation with adjacent construction and with uniform appearance.
Coordinate with work of other sections.
SHINGLES 07310-1
36 Bedford Terrace- Renovations August 17,2006 Dietz&Company Architects, Inc. .�
B. Install materials and systems in accordance with manufacturer's instructions and approved submittals.
Install materials and systems in proper relation with adjacent construction. Coordinate with work of
other sections. Provide full thickness in one layer over entire area,tightly fitting around penetrations.
C. Pour loose insulation into cavities indicated;provide uniform coverage at correct density and thickness. pow
D. Install vapor retarder over entire area of inside face of exterior walls and elsewhere as indicated. Seal all ..
seams and around perimeter and penetrations with tape to form a continuous vapor retarder free of
holes.
E. SPF spray foam insulation ..
I. Seal openings and air leakage cavities between air barrier membrane and penetrations including pipe
and wire penetrations, blocking,duct and other attic penetrations.
2. Install following manufacturer's written instructions and Energy Star Homes guidance.
3. Fill joints partially to allow room for expansion.
4. Install at perimeter of exterior doors and windows only if permitted in writing by door or window
manufacturer.
F. Protect installed insulation and vapor retarder.
END OF SECTION
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BUILDING INSULATION 07210-2
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36 Bedford Terrace - Renovations August 17,2006 Dietz&Company Architects, Inc.
SECTION 07210
BUILDING INSULATION
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PART I - GENERAL
1.01 SUMMARY
A. Provide building insulation and vapor retarders.
1.02 SUBMITTALS
A. Product Data: Submit manufacturer's product data and installation instructions for each material and
product used.
B. Submit for approval test reports.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which
have been in satisfactory use in similar service for three years. Use experienced installers. Deliver,
aiw handle,and store materials in accordance with manufacturer's instructions.
PART 2- PRODUCTS
2.01 MATERIALS
A. Blanket/Batt Insulation:
I. Application: Thermal and sound insulation in studs in exterior walls, at underside of roofs, over
heated spaces and over soffits and over unheated areas.
2. Type: Glass fiber or mineral slag fiber,ASTM C 665,Type I (unfaced).
lam B. Loose Fill Insulation:
I. Application:Attic insulation.
2. Type: Cellulose,ASTM C I0I 5,complying with CIMA Special Report#3.
C. Vapor Retarder:
�w I. Application: Exterior walls and roof/ceilings.
2. Type: Reinforced 3-ply polyethylene, 10 to 12 mils.
D. Accessories:
I. Adhesives and mechanical anchors and clips.
2. Spray polyurethane foam (SPF) crack sealers and tapes for vapor retarder and air barrier.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Performance standards and insulation levels: Provide the following minimum levels of insulation:
I. Attic: R-40.
2. Sound isolation at new walls and ceilings: R-I I
BUILDING INSULATION 07210-1
36 Bedford Terrace- Renovations August 17,2006 Dietz&Company Architects, Inc.
I. Species for Opaque Finish: Ponderosa Pine.
2. Grade: Fingerjointed and primed.
3. Schedule:
a. Base: Brosco 688 4 !/4",eased edge
b. Window and door casings and trim below window sills: Brosco 8627, 2 %2" eased edge.
C. Window sills: 5/4-inch MDF Medite with bullnose edge.
C. Shelving and Closet Specialties: ..�
I. Shelving: PVC coated wire shelving system.
2. Closet Rods: PVC coated wire closet rod system.
D. Auxiliary Materials:
1. Screws: FS FF-S-I 11.
2. Nails: FS FF-N-105.
3. Anchors: Type required for secure anchorage.
E. Stairs and Railings:
1. Treads: two layers 3/4-inch plywood
2. Risers: 3/4-inch finish boards or plywood.
3. Finished Stringers: 3/4-inch finish boards for opaque finish.
F. Interior Railings: Brosco#WM231-75, kiln-dried hard maple and manufacturer's prefabricated turns:
I. Metal rail brackets: Coffman C-3601 mounted to concealed blocking in GWB walls at 36-inch o.c. w
maximum.
2. Railing returns: Return railings to wall with prefabricated turn.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Provide work to sizes, shapes, and profiles indicated. Install work to comply with quality standards
referenced. Back prime work and install plumb, level and straight with tight joints;scribe work to fit.
B. Install materials and systems in accordance with manufacturer's instructions and approved submittals. ...®
Install materials and systems in proper relation with adjacent construction. Use non-corrosive fasteners
for exterior work. Coordinate with work of other sections.
C. Comply with manufacturer's requirements for cutting, handling,fastening and working treated materials.
D. Repair minor damage,clean and protect.
END OF SECTION
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FINISH CARPENTRY
06200-2
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36 Bedford Terrace - Renovations August 17,2006 Dietz Company Architects, Inc.
SECTION 06200
FINISH CARPENTRY
PART I - GENERAL
1.01 SUMMARY
A. Provide exterior architectural woodwork:
. Standing and running trim and rails.
B. Provide interior architectural woodwork:
` I. Standing and running trim and rails.
2. Shelving and closet specialties.
3. Wood stair stringers.
4. Wood handrails with metal brackets.
1.02 SUBMITTALS
A. Product Data: Submit manufacturer's product data and installation instructions for each material and
product used.
B. Shop Drawings: Submit shop drawings indicating material characteristics, details of construction,
connections,and relationship with adjacent construction.
C. Samples: Submit two representative samples of each material specified indicating visual characteristics
and finish. Include range samples if variation of finish is anticipated.
AM 1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which
a have been in satisfactory use in similar service for three years. Use experienced installers. Deliver,
handle,and store materials in accordance with manufacturer's instructions.
B. Standards: Architectural Woodwork Institute (AWI) "Architectural Woodwork Quality Standards"
4W Custom Grade.
C. Preservative Treatment: Nonpressure method,exterior type, NWWDA I.S.4.
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D. Formaldehyde Emission Levels:
I. Particleboard: NPA 8 compliance.
2. Medium Density Fiberboard: NPA 9 compliance.
3. Hardwood Plywood: HPMA FE compliance.
E. Mock-Ups: Provide mock-up as required to demonstrate quality of workmanship of each type of
architectural woodwork.
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PART 2- PRODUCTS
2.01 MATERIALS
A. Exterior Standing and Running Trim:
I. MDO Trim: Exterior Grade B-B, MDO Plywood or#2 pine
a. Wrap with pre-painted aluminum coil stock
B. Interior Standing and Running Trim and Rails:
FINISH CARPENTRY 06200-1
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36 Bedford Terrace- Renovations August 17,2006 Dietz&Company Architects, Inc.
2. Grade: Standard grade light framing. omm
C. Engineered Wood Products:
I. Laminated Veneer Lumber: Laminated wood veneers with exterior type adhesive; design 1�s6
stresses for use intended.
2. Prefabricated Wood I Joists: Stress-graded lumber bonded to APA performance rated panel with
exterior type adhesive; design stresses for use intended.
D. Construction Panels:
I. Combination Subfloor-Underlayment: APA Sturd-I-Floor, Exterior. ow
2. Wall Sheathing: APA Sheathing, Exterior.
3. Roof Sheathing: APA Sheathing, Exterior.
4. Plywood Backing Panels: APA C-D Plugged Exposure I with exterior glue,fire-retardant treated.
5. Plywood Underlayment for Resilient Flooring: APA Underlayment Exterior.
6. Plywood Underlayment for Carpet: APA Underlayment Exposure 1.
E. Plastic Board Sheathing:
I. Material: Extruded polystyrene, ASTM C 578,Type IV.
F. Auxiliary Materials:
I. Air Infiltration Barrier: Woven polyolefin sheet.
2. Sill Sealer Gaskets: Glass fiber strip resilient insulation.
3. Framing Anchors and Fasteners: Non-corrosive, suitable for load and exposure. Drywall screws
are not acceptable.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Wood framing: Comply with recommendations of NFPA Manual for House Framing, NFPA
Recommended Nailing Schedule,and NFPA National Design Specifications for Wood Construction.
B. Plywood: Comply with recommendations of APA Design and Construction Guide - Residential and
Commercial.
C. Provide nailers, blocking and grounds where required. Set work plumb, level and accurately cut.
D. Install materials and systems in accordance with manufacturer's instructions and approved submittals.
Install materials and systems in proper relation with adjacent construction. Coordinate with other aw
work.
E. Comply with manufacturer's requirements for cutting, handling,fastening and working treated materials.
F. Restore damaged components. Protect work from damage.
END OF SECTION
ROUGH CARPENTRY 06100-2
36 Bedford Terrace - Renovations August 17,2006 Dietz Company Architects, Inc.
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SECTION 06100
ROUGH CARPENTRY
MIN
PART I - GENERAL
an 1.01 SUMMARY
A. Provide rough carpentry:
I. Framing with dimension lumber.
2. Rooftop equipment bases and support curbs.
3. Wood grounds, nailers,and blocking.
4. Wood furring.
5. Backing panels.
6. Sheathing.
7. Subflooring.
8. Underlayment.
1.02 SUBMITTALS
A. Product Data: Submit manufacturer's product data and installation instructions for each material and
product used.
1.03 QUALITY ASSURANCE
' A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which
have been in satisfactory use in similar service for three years. Use experienced installers. Deliver,
handle,and store materials in accordance with manufacturer's instructions.
B. Lumber Standards and Grade Stamps: U.S. Product Standard PS 20, American Softwood Lumber
Standard and inspection agency grade stamps.
C. Construction Panel Standards: PS I, U.S. Product Standard for Construction and Industrial Plywood;
APA PRP-108.
D. Wood Framing Standards: NFPA House Framing Manual.
I. Exterior Wall Framing: 2 inch by 6 inch nominal (38 mm by 140 mm actual) studs, 24 inches (61
cm) on center.
2. Interior Wall Framing: 2 inch by 4 inch (38 mm by 89 mm actual) studs, 16 inches (40 cm) on
center.
E. Preservative Treatment: AWPA C2 for lumber and AWPA C9 for plywood; waterborne pressure
treatment. Provide for wood in contact with soil, concrete, masonry, roofing, flashing, dampproofing
and waterproofing.
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PART 2- PRODUCTS
2.01 MATERIALS
A. Dimension Lumber:
I. Light Framing: No. 2 grade.
2. Structural Framing: No. 2 grade.
3. Species: Any species of grade indicated.
B. Miscellaneous Lumber:
1. Moisture Content: 19 percent.
ROUGH CARPENTRY 06100-1
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36 Bedford Terrace- Renovations August 17,2006 Dietz Company Architects, Inc. ..
I. Bolts and Nuts: Hexagon head type,ASTM A 307, Grade A. a"
2. Lag Bolts: Square head, FS FF-13-561.
3. Machine Screws: Cadmium plated steel, FS FF-S-92.
4. Wood Screws: Flat head carbon steel, FS FF-S-I 11. am
S. Plain Washers: Round carbon steel, FS FF-W-92.
6. Drilled-In Expansion Anchors: FS FF-S-325.
7. Toggle Bolts: Tumble-wing type, FS FF-B-588. ow
8. Lock Washers: Spring type carbon steel, FS FF-W-84.
9. Zinc-Coating: Fasteners in exterior assemblies or exterior walls.
C. Auxiliary Materials: ow
I. Nonshrink Metallic Grout: CE CRD-C621.
2. Nonshrink Nonmetallic Grout: CE CRD-C621.
3. Interior Anchoring Cement: Hydraulic expansion cement.
4. Exterior/Interior Anchoring Cement: Erosion-resistant hydraulic expansion cement.
5. Shop Primer: Alkyd primer, FS TT-P-645,compatible with topcoats.
6. Galvanizing Repair Paint: SSPC - Paint 20.
7. Bituminous Paint: Asphalt mastic,SSPC- Paint 12.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Take field measurements prior to preparation of shop drawings and fabrication. Do not delay job;allow
for cutting and fitting if field measurement not practical.
B. Form work true to line with sharp angles and edges. Weld continuously, grind flush and make smooth
on exposed surfaces.
C. Install work plumb and level with hairline joints and ground flush welds. am
D. Lintels: Provide sizes indicated with 8" bearing at each end.
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E. Touch-up damaged coatings with shop primer and galvanize repair paint.
F. Paint items scheduled in accordance with painting section. MW
END OF SECTION
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METAL FABRICATIONS 05500-2
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36 Bedford Terrace- Renovations August 17,2006 Dietz Company Architects, Inc.
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SECTION 05500
METAL FABRICATIONS
PART I - GENERAL
1.01 SUMMARY
A. Provide the following metal fabrications:
I. Rough hardware.
2. Loose bearing and leveling plates.
3. Loose steel lintels.
4. Downspout boots.
5. Supports for counter tops.
6. Miscellaneous steel items not included under structural steel.
1.02 SUBMITTALS
A. Product Data: Submit manufacturer's product data and installation instructions for each material and
on product used.
B. Shop Drawings: Submit shop drawings indicating material characteristics, details of construction,
connections,and relationship with adjacent construction.
I. Shop drawings shall be prepared and stamped by a qualified engineer licensed in the jurisdiction of
the project.
C. Samples: Submit two representative samples of each material specified indicating visual characteristics
s and finish. Include range samples if variation of finish is anticipated.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which
have been in satisfactory use in similar service for three years. Use experienced installers. Deliver,
handle,and store materials in accordance with manufacturer's instructions.
PART 2- PRODUCTS
2.01 MATERIALS
A. Ferrous Materials:
I. Steel Plates,Shapes and Bars: ASTM A 36.
2. Rolled Steel Floor Plates: ASTM A 786.
3. Steel Tubing: ASTM A 500 or A 501.
4. Uncoated Structural Steel Sheet: ASTM A 611 or A 570.
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S. Uncoated Steel Sheet: ASTM A 366 or A 569.
6. Galvanized Steel Sheet: ASTM A 653, G90.
7. Steel Pipe, Black Finish: ASTM A 53.
W 8. Steel Pipe, Galvanized Finish: ASTM A 53.
9. Reinforcing Bars: ASTM A 615,Grade 60.
10. Brackets, Flanges,and Anchors: Cast or formed metal.
11. Concrete Inserts: Threaded or wedge type.
00 12. Welding Rods and Bare Electrodes: AWS specifications.
13. Zinc-Coating: Hot-dip galvanized coating for materials in exterior assemblies or exterior walls.
B. Fasteners:
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METAL FABRICATIONS 05500-1
36 Bedford Terrace- Renovations August 17,2006 Dietz&Company Architects, Inc.
PART 3 - EXECUTION a
3.01 INSTALLATION
A. Comply with AISC codes and specifications,and with AWS"Structural Welding Code". MW
B. Employ a registered engineer to check elevations and plumb and level tolerances; certify that installed
work is within AISC Standards. Owner may engage testing/inspection agency to inspect welded and .M
bolted connections.
C. Architecturally exposed steel: Fabricate with special care using materials carefully selected for best
appearance. Store materials off ground and keep clean. Cut, fit and assemble work with surfaces
smooth, square and with complete contact at joints. Set all cambers up. Weld all work continuously;
grind smooth and flush to make seams not visible after priming. Prepare surfaces to comply with SSPC-
SP6;apply prime coat within 24 hours after cleaning.
D. Touch-up field welds and abraded areas with shop primer.
END OF SECTION
MW
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STRUCTURAL STEEL 05120-2
36 Bedford Terrace- Renovations August 17,2006 Dietz Company Architects, Inc.
W SECTION 05120
STRUCTURAL STEEL
PART I - GENERAL
1.01 SUMMARY
A. Provide structural steel for building construction including sub-framing units which are part of the
general framing system. Include related anchors,fasteners,and connectors.
B. Modify existing structural steel systems and components to accommodate remodeling and new work.
1.02 SUBMITTALS
A. Product Data: Submit manufacturer's product data and installation instructions for each material and
product used.
B. Shop Drawings: Submit shop drawings indicating material characteristics, details of construction,
connections,and relationship with adjacent construction.
I. Shop drawings shall be prepared and stamped by a qualified engineer licensed in the jurisdiction of
the project.
C. Submit for approval test reports.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which
have been in satisfactory use in similar service for three years. Use experienced installers. Deliver,
handle,and store materials in accordance with manufacturer's instructions.
B. Standards: AISC,Code of Standard Practice for Steel Buildings and Bridges,and applicable regulations.
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C. Testing: Independent testing laboratory.
ew D. Erection Tolerances: AISC standards.
PART 2- PRODUCTS
40
2.01 MATERIALS
A. Steel Materials:
I. Structural Steel Shapes,Plates,and Bars: ASTM A 572.
2. Steel Pipe: ASTM A 53,Type E or S,Grade B;or ASTM A 501.
3. Steel Castings: ASTM A 27,Grade 65-35.
4. Anchor Bolts: ASTM A 307, nonheaded type.
5. High-Strength Threaded Fasteners: ASTM A 325 or ASTM A 490,as applicable.
B. Auxiliary Materials:
I. Direct Tension Indicators: ASTM A 959.
2. Electrodes for Welding: AWS Code.
3. Structural Steel Primer Paint: SSPC- Paint 13,compatible with topcoats.
4. Cement Grout: Portland cement,sand.
5. Metallic Shrinkage-Resistant Grout: Premixed ferrous aggregate grouting compound.
6. Nonmetallic Shrinkage-Resistant Grout: Premixed nonmetallic grouting compound, CE CRD-
C621.
STRUCTURAL STEEL 05120-1
36 Bedford Terrace- Renovations August 17,2006 Dietz&Company Architects, Inc. M
5. Colored Mortar Pigment: Iron oxides and chromium oxides.
6. Aggregate for Grout: ASTM C 404.
B. Patching Materials: Compatible with existing materials;visual matching.
C. Cleaning Materials: Alkaline prewash cleaner, chemical paint remover,and chemical cleaner.
I. Manufacturers: Diedrich Chemical Restoration Technologies, Hydrochemical Techniques, „
National Restoration, ProSoCo or approved equal.
D. Restoration Materials: Masonry repair anchors and stone consolidation treatment.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Chemical Cleaning:
1. Comply with cleaning chemical manufacturer's instructions, recommendations,and precautions.
2. Protect adjacent surfaces with masking agent or other effective means.
3. Clean surfaces in strict conformance with approved field tests and match mock-up panels.
4. Provide uniform final appearance.
B. Repointing:
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I. Obtain materials from one source to maintain color/texture/quality consistency.
2. Work only when ambient 40 degrees F to 80 degrees F temperature will be maintained until 72
hours after completion.
3. Remove old mortar by hand chisel and mallet, unless Contractor can demonstrate that power
tools will not damage masonry.
4. Rake-out old mortar to depth equal to 2-1/2 times joint width and in no case less than 1/2" or
depth required to expose sound mortar. aw
5. Do not damage masonry units.
6. Rinse joints and install pointing mortar in 1/2" deep layers.
7. Tool joints to match existing and cure mortar for not less than 72 hours. -AM
8. After pointing, clean masonry using Tampico fiber brushes and running water.
END OF SECTION ow
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MASONRY RESTORATION AND CLEANING 04900-2
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36 Bedford Terrace - Renovations August 17,2006 Dietz Company Architects, Inc.
SECTION 04900
MASONRY RESTORATION AND CLEANING
PART I - GENERAL
1.01 SUMMARY
A. Provide masonry restoration.
I. Repointing mortar joints.
2. Repair of damaged clay masonry.
3. Repair of damaged stone masonry.
4. Re-anchoring veneer.
5. Stone consolidation treatment.
B. Provide masonry cleaning.
I. Removal of plant growth.
2. Washing and cleaning exposed masonry surfaces.
C. Schedule: Refer to Photo Elevations for extent.
1.02 SUBMITTALS
A. Product Data: Submit manufacturer's product data and installation instructions for each material and
product used.
B. Mortar Mix: Submit for approval mortar mix proposed for use.
1.03 QUALITY ASSURANCE
A. Perform test cleaning to demonstrate/select appropriate cleaning materials,mixes,and methods.
" B. Comply with governing codes and regulations. Provide products of acceptable manufacturers which
have been in satisfactory use in similar service for three years. Use experienced installers. Deliver,
handle,and store materials in accordance with manufacturer's instructions.
C. Mock-Ups: Provide mock-up as required to demonstrate quality of workmanship for each type of
repointing and cleaning.
s
1.04 PROJECT CONDITIONS
A. Protect persons and property from injury and damage from cleaning operations. Do no work when
winds prevent control of sand, cleaners or rinse water. Dispose of run-off in a legal manner. For
chemical cleaning, clean only when ambient 40 degrees F temperature and above will be maintained
during cleaning and seven days after.
PART 2- PRODUCTS
2.01 MATERIALS
A. Repointing Mortar: Match existing with strength suitable for project conditions. Match existing color,
texture,and appearance.
I. Portland Cement: ASTM C 150,Type I.
" 2. Hydrated Lime: ASTM C 207,Type S.
3. Aggregate for Mortar: ASTM C 144.
4. Colored Mortar Aggregate: Colored sand.
MASONRY RESTORATION AND CLEANING 04900-1
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36 Bedford Terrace - Renovations August 17,2006 Dietz&Company Architects, Inc.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Comply with ASTM C 94. Do not change mix design without approval. Calcium chloride admixtures
are not permitted.
B. Chamfer exposed edges/corners to provide straight lines.
C. Tolerance: Plus 1/8" in 10'for grade,alignment,and straightness.
me
D. Construction Joints: Use keyways,continue reinforcement through joint.
E. Expansion Joints: For exterior work locate 30' o.c. at approved locations. Provide smooth dowels
across joint which permit I" horizontal movement and no vertical shear movement.
F. Isolation Joints: Provide between slabs and vertical elements such as columns and structural walls.
G. Control Joints: Provide sawn or tooled joints or removeable insert strips; depth equal to 1/4 slab
thickness. Spacing as required and approved.
H. Wall Finishes: As-cast and patched for concealed work; rubbed smooth, filled and cement paste coated
!a"R for exposed work.
I. Slab Finishes: Obtain sample approval before beginning work.
wA 1. Scratch: For surfaces to receive mortar setting beds or cementitious flooring materials.
2. Trowel: Hard, smooth, uniform surface for areas to receive resilient flooring, carpet, or other
thin finish material.
3. Broom: After trowel finishing, roughen surface by fine brooming perpendicular to traffic
direction for exposed exterior walks,steps and ramps.
4. Hardener Finish: For exposed interior concrete floors. Follow manufacturer's directions.
J. Cure and protect work. Report defective work in writing.
END OF SECTION
CAST-IN-PLACE CONCRETE 03300-3
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36 Bedford Terrace- Renovations August 17,2006 Dietz&Company Architects, Inc. M
a. Compressive Strength: 4000 psi. ""'
2. Slabs on Grade:
a. Compressive Strength: 3500 psi.
3. Exterior Site Concrete and Pads Exposed to Weather: "W
a. Compressive Strength: 4000 psi.
B. Formwork: Plywood or metal panel formwork sufficient for structural and visual requirements. 40
1. Metal, plastic or paper tubes for cylindrical columns and supports.
C. Reinforcing Materials:
I. Reinforcing Bars: ASTM A 615, Grade 60, deformed. Aw
2. Reinforcing Bars: ASTM A 767, Class II,galvanized.
3. Steel Wire: ASTM A 82.
4. Steel Wire Fabric: ASTM A 185,welded.
S. Steel Wire Fabric: ASTM A 497,welded,deformed.
6. Fiber Reinforcement: Engineered polypropylene fibers for secondary reinforcement of slabs.
D. Concrete Materials: ASTM C 150,Type I, Portland cement; potable water.
I. Normal weight aggregates,ASTM C 33. ..
2. Fly Ash: ASTM C 618,Type F.
3. Fiber Reinforcement: Polypropylene fibers for secondary reinforcement,ASTM C 1 1 16,Type III.
E. Concrete Admixtures: Containing less than 0.1 percent chloride ions.
I. Air-Entraining Admixture: ASTM C 260,for exterior exposed concrete and foundations exposed
to freeze-thaw.
2. Water-Reducing Admixture: ASTM C 494,Type A,for placement and workability. '
3. High-Range Water-Reducing Admixture, Super Plasticizer: ASTM C 494, Type F or G for
placement and workability.
4. Water-Reducing,Accelerating Admixture: ASTM C 494,Type E for placement and workability.
5. Water-Reducing, Retarding Admixture: ASTM C 494,Type D for placement and workability.
F. Auxiliary Materials:
I. Reglets: Galvanized sheet steel reglets,minimum 26 gauge (.018 inch). ...�
2. Waterstops: Rubber or PVC waterstops.
3. Vapor Retarder: ASTM E 154 polyethylene sheet,8 mils.
4. Vapor Barrier: Premolded membrane,ASTM E 96, Method B,0 vapor transmission rate. .W
5. Nonslip Aggregate Finish: Fused aluminum oxide granules or crushed emery.
6. Liquid Membrane-Forming Curing Compound: ASTM C 309,Type 1,Class A. MW
7. Water-Based Acrylic Membrane Curing Compound: ASTM C 309,Type 1,Class B.
8. Evaporation Control Compound: Monomolecular film-forming compound.
9. Underlayment Compound: Free-flowing,self-leveling cement-based compound.
10. Bonding Compound: Polyvinyl acetate or acrylic base.
11. Epoxy Adhesive: ASTM C 881,two-component material.
G. Concrete Finishes For Formed Surfaces:
I. Surfaces Not Exposed To View: As-cast form finish.
2. Surfaces Exposed To View: Smooth rubbed finish. w�
H. Concrete Finishes for Monolithic Slabs:
I. Trowel finish for surfaces to be exposed to view or covered with resilient flooring, carpet,tile,or ■"
other thin finish system.
2. Trowel and fine broom finish for surfaces to receive thin-set ceramic or quarry tile.
3. Nonslip broom finish for exterior concrete platforms,steps,ramps„and sloped walls.
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CAST-IN-PLACE CONCRETE
03300-2
36 Bedford Terrace- Renovations August 17,2006 Dietz&Company Architects, Inc.
SECTION 03300
CAST-IN-PLACE CONCRETE
PART I - GENERAL
1.01 SUMMARY
A. Provide cast-in-place concrete for general building construction,including,without limitation:
I. Footings,foundations,and support walls.
2. Slabs on grade.
B. Requirements (materials, mixes, finishes) apply to concrete work specified in other sections, such as
sidewalk paving and fill for metal pan stair treads.
1.02 SUBMITTALS
A. Product Data: Submit manufacturer's product data and installation instructions for each material and
product used.
B. Shop Drawings: Submit shop drawings indicating material characteristics, details of construction,
connections,and relationship with adjacent construction.
I. Shop drawings shall be prepared and stamped by a qualified engineer licensed in the jurisdiction of
the project.
C. Mix Design: Submit for approval mix design proposed for use.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which
have been in satisfactory use in similar service for three years. Use experienced installers. Deliver,
handle,and store materials in accordance with manufacturer's instructions.
B. Testing: Employ an independent testing agency acceptable to Owner to design concrete mixes and to
perform material evaluation tests. Provide 7 and 28 day cylinder tests. Comply with ASTM C 143, C
173, C 31 and C 39.
C. Standards:
I. ACI 301,Specifications for structural Concrete for Buildings.
2. ACI 318, Building Code Requirements for Reinforced Concrete, and CRSI Manual of Standard
Practice.
D. Mock-Ups: Provide mock-up as required to demonstrate quality of workmanship.
E. Floor Flatness and Levelness Tolerances:
I. Subfloors Under Materials Such as Concrete Toppings, Ceramic Tile, and Sand Bed Terrazzo:
ACI 302.1 R and ASTM E 1155,floor flatness (Ff) of 15,floor levelness (FI)of 13.
2. Subfloors Under Materials Such As Vinyl Tile, Epoxy Toppings, Paint, and Carpet: ACI 302.1 R
and ASTM E 1 155,floor flatness (Ff) of 20,floor levelness (FI) of 17.
PART 2- PRODUCTS
2.01 MATERIALS
A. Concrete Design Mixes,ASTM C 94,28 Day Compressive Strength:
I. Walls, Foundations,and Footings:
CAST-IN-PLACE CONCRETE 03300-1
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36 Bedford Terrace - Renovations August 17,2006 Dietz&Company Architects, Inc. 0
H. Bonding Compound: Polyvinyl acetate or acrylic base. ow
I. Epoxy Adhesive: ASTM C 881.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Proof roll subbase and check for unstable areas. Report unsatisfactory conditions in writing. Beginning
paving work means acceptance of subbase.
B. Comply with concrete section for concrete mix, testing placement, joints, tolerances, curing, repairs
and protection.
C. Dispose of over-mixed concrete off-site in a legal manner.
D. Protect concrete paving until weight of a person will not leave any impression. Remove and replace
concrete paving which shows impressions or other defects. Skim coating defects is not acceptable.
END OF SECTION
CEMENT CONCRETE PAVING 02754-2
36 Bedford Terrace- Renovations August 17,2006 Dietz&Company Architects, Inc.
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SECTION 02754
CEMENT CONCRETE PAVING
+t,
PART I - GENERAL
1.01 SUMMARY
A. Provide cast-in-place concrete paving over prepared subbase.
1.02 SUBMITTALS
A. Product Data: Submit manufacturer's product data and installation instructions for each material and
product used.
B. Design Mixes: Submit for approval design mixes, including adjustments for variations in project
conditions.
C. Test Reports: Submit for approval test reports.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which
have been in satisfactory use in similar service for three years. Use experienced installers. Deliver,
handle,and store materials in accordance with manufacturer's instructions.
B. Construction Tolerance: 1/8" in 10'for grade and alignment of top of forms; 1/4" in 10'for vertical face
on longitudinal axis.
C. Testing: Independent testing laboratory.
D. Mock-Ups: Provide mock-up as required to demonstrate quality of workmanship.
PART 2- PRODUCTS
2.01 MATERIALS
A. Concrete: ASTM C 150, Type I, Portland cement; ASTM C 33, normal weight aggregates; potable
■s water.
I. Design Mix: ASTM C 94, 3000 psi,28 day minimum compressive strength.
2. Slump Limits: 8 inches minimum with superplasticizer, 3 inches otherwise.
3. Air Content: 5 to 8 percent.
4. Finish: Broom finish, perpendicular to direction of travel.
S. Finish: Exposed aggregate.
B. Wire Mesh Reinforcement: Welded plain steel wire fabric,ASTM A 185.
C. Reinforcing Bars: Deformed steel bars,ASTM A 615,Grade 60.
D. Fabricated Bar Mats: Steel bar or rod mats,ASTM A 184, using ASTM A 615,Grade 60 steel bars.
E. Joint Dowel Bars: Plain steel bars,ASTM A 615,Grade 60.
F. Hook Bolts: ASTM A 307, Grade A threaded bolts.
G. Liquid-Membrane Forming and Sealing Curing Compound: ASTM C 309,Type I,Class A.
CEMENT CONCRETE PAVING 02754-1
36 Bedford Terrace- Renovations August 17,2006 Dietz&Company Architects, Inc.
B. Remove loose material from compacted subbase. Proof roll and check for areas requiring additional
compaction. Report unsatisfactory conditions in writing. Beginning of work means acceptance of
subbase.
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C. Apply prime coat to prepared subbase. Apply tack coat to previous laid work and adjacent in-place
concrete surfaces.
D. Place asphalt concrete at minimum temperature of 225 degrees F in strips not less than 10' wide 4W
overlapping previous strips. Complete entire base course before beginning surface course.
E. Construct curbs to dimensions indicated or if not indicated to standard shapes. Provide tack coat .w
between curb and pavement.
F. Begin rolling when pavement can withstand weight of roller. Roll while still hot to obtain maximum
density and to eliminate roller marks.
G. Provide 4" lane and striping paint in uniform, straight lines. Provide wheelstops where indicated and
securely dowel into pavement. Protect work from traffic and damage.
H. Test in-place asphalt work for thickness and smoothness. Remove and replace defective work and
patch to eliminate evidence of patching
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END OF SECTION
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BITUMINOUS CONCRETE PAVEMENT 02743-2
36 Bedford Terrace- Renovations August 17,2006 Dietz&Company Architects, Inc.
on SECTION 02743
BITUMINOUS CONCRETE PAVEMENT
PART I - GENERAL
1.01 SUMMARY
A. Provide hot-mixed asphalt paving over prepared subbase and pavement markings.
1.02 SUBMITTALS
A. Product Data: Submit manufacturer's product data and installation instructions for each material and
product used.
B. Test Reports: Submit for approval test reports.
1.03 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which
have been in satisfactory use in similar service for three years. Use experienced installers. Deliver,
handle,and store materials in accordance with manufacturer's instructions.
B. Construction Tolerances:
W I. Base Course Thickness: Within 1/2 inch.
2. Surface Course Thickness: Within 1/4 inch.
3. Base Course Surface Smoothness: Within 1/4 inch.
4. Surface Course Surface Smoothness: Within 3/16 inch. No ponding acceptable.
lion S. Crowned Surfaces: Within 1/4 inch from template.
PART 2- PRODUCTS
2.01 MATERIALS
A. Asphalt-Aggregate Mixture: Plant-mixed, hot-laid asphalt-aggregate mixture, ASTM D 3515, complying
with local DOT and DPW regulations.
B. Prime Coat: Cut-back asphalt,ASTM D 2027.
C. Tack Coat: Emulsified asphalt,ASTM D 977.
M D. Herbicide Treatment: Commercial chemical for weed control registered by Environmental Protection
Agency and acceptable to authorities having jurisdiction.
E. Lane and Parking Area Marking Paint, White Color: Alkyd-resin type, ready-mixed, AASHTO M 248,
Type I.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Asphalt/Aggregate Mixture: Comply with local DOT or DPW Standard Specifications for Highways and
Bridges. Class as required by loading and use.
BITUMINOUS CONCRETE PAVEMENT 02743-1
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36 Bedford Terrace- Renovations August 17,2006 Dietz&Company Architects, Inc. am
3. Remove debris from elevated portions of building by chute, hoist, or other device that will -``
convey debris to grade level in a controlled descent.
4. Comply with requirements specified in Division I Section "Construction Waste Management."
B. Burning: Do not burn demolished materials.
C. Disposal: Transport demolished materials off Owner's property and legally dispose of them.
3.7 CLEANING
A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition
operations. Return adjacent areas to condition existing before selective demolition operations began.
END OF SECTION 01732
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SELECTIVE DEMOLITION 01732-6
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36 Bedford Terrace- Renovations August 17,2006 Dietz&'Company Architects, Inc.
I. Clean salvaged items.
2. Pack or crate items after cleaning. Identify contents of containers.
3. Store items in a secure area until delivery to Owner.
4. Transport items to Owner's storage area on-site .
5. Protect items from damage during transport and storage.
D. Removed and Reinstalled Items:
I. Clean and repair items to functional condition adequate for intended reuse. Paint equipment to
match new equipment.
2. Pack or crate items after cleaning and repairing. Identify contents of containers.
3. Protect items from damage during transport and storage.
4. Reinstall items in locations indicated. Comply with installation requirements for new materials
and equipment. Provide connections, supports, and miscellaneous materials necessary to make
item functional for use indicated.
E. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during
selective demolition. When permitted by Architect, items may be removed to a suitable, protected
storage location during selective demolition and cleaned and reinstalled in their original locations after
selective demolition operations are complete.
3.5 SELECTIVE DEMOLITION PROCEDURES FOR SPECIFIC MATERIALS
A. Concrete: Demolish in sections. Cut concrete full depth at junctures with construction to remain and
at regular intervals, using power-driven saw,then remove concrete between saw cuts.
B. Masonry: Demolish in small sections. Cut masonry at junctures with construction to remain, using
power-driven saw,then remove masonry between saw cuts.
�r C. Concrete Slabs-on-Grade: Saw-cut perimeter of area to be demolished,then break up and remove.
D. Resilient Floor Coverings: Remove floor coverings and adhesive according to recommendations in
ass
RFCI-WP and its Addendum.
I. Remove residual adhesive and prepare substrate for new floor coverings by one of the methods
MR M R recommended by RFCI.
E. Roofing: Remove no more existing roofing than can be covered in one day by new roofing and so that
building interior remains watertight and weathertight. Refer to Division 7 Section "Asphalt Shingles" for
'n new roofing requirements.
F. Air-Conditioning Equipment: Remove equipment without releasing refrigerants.
3.6 DISPOSAL OF DEMOLISHED MATERIALS
A. General: Except for items or materials indicated to be recycled, reused, salvaged, reinstalled, or
otherwise indicated to remain Owner's property, remove demolished materials from Project site and
legally dispose of them in an EPA-approved landfill
an I. Do not allow demolished materials to accumulate on-site.
2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and
areas.
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SELECTIVE DEMOLITION 01732- 5
36 Bedford Terrace- Renovations August 17, 2006 Dietz&Company Architects, Inc. '"
I. Arrange to shut off indicated utilities with utility companies.
2. If services/systems are required to be removed, relocated,or abandoned, before proceeding with
selective demolition provide temporary services/systems that bypass area of selective demolition
and that maintain continuity of services/systems to other parts of building. ""'"
3. Cut off pipe or conduit in walls or partitions to be removed. Cap, valve, or plug and seal
remaining portion of pipe or conduit after bypassing.
a. Where entire wall is to be removed, existing services/systems may be removed with
removal of the wall.
.r»
3.3 PREPARATION
A. Site Access and Temporary Controls: Conduct selective demolition and debris-removal operations to
ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and
used facilities.
I. Comply with requirements for access and protection specified in Division I Section "Temporary
Facilities and Controls."
3.4 SELECTIVE DEMOLITION,GENERAL r
A. General: Demolish and remove existing construction only to the extent required by new construction
and as indicated. Use methods required to complete the Work within limitations of governing �.
regulations and as follows:
I. Proceed with selective demolition systematically,from higher to lower level. Complete selective
demolition operations above each floor or tier before disturbing supporting members on the
next lower level.
2. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting
methods least likely to damage construction to remain or adjoining construction. Use hand tools �.•
or small power tools designed for sawing or grinding, not hammering and chopping, to minimize
disturbance of adjacent surfaces. Temporarily cover openings to remain.
3. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing
finished surfaces.
4. Do not use cutting torches until work area is cleared of flammable materials. At concealed
spaces, such as duct and pipe interiors, verify condition and contents of hidden space before
starting flame-cutting operations. Maintain fire watch and portable fire-suppression devices
during flame-cutting operations.
S. Maintain adequate ventilation when using cutting torches.
6. Remove decayed, vermin-infested, or otherwise dangerous or unsuitable materials and promptly
dispose of off-site.
7. Remove structural framing members and lower to ground by method suitable to avoid free fall
and to prevent ground impact or dust generation.
8. Locate selective demolition equipment and remove debris and materials so as not to impose .�
excessive loads on supporting walls,floors, or framing.
9. Dispose of demolished items and materials promptly. Comply with requirements in Division I
Section "Construction Waste Management."
B. Reuse of Building Elements: Do not demolish building elements beyond what is indicated on Drawings
without Architect's approval.
C. Removed and Salvaged Items:
SELECTIVE DEMOLITION 01732-4
36 Bedford Terrace - Renovations August 17, 2006 Dietz&Company Architects, Inc.
C. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work.
I. Hazardous materials have been removed by Owner under a separate contract.
2. If materials suspected of containing hazardous materials are encountered, do not disturb;
immediately notify Architect and Owner. Owner will remove hazardous materials under a
separate contract.
D. Storage or sale of removed items or materials on-site is not permitted.
E. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage
during selective demolition operations.
I. Maintain fire-protection facilities in service during selective demolition operations.
PART 2- PRODUCTS (Not Used)
PART 3 - EXECUTION
M
3.1 EXAMINATION
A. Verify that utilities have been disconnected and capped.
B. Survey existing conditions and correlate with requirements indicated to determine extent of selective
demolition required.
C. Inventory and record the condition of items to be removed and reinstalled and items to be removed
and salvaged.
D. When unanticipated mechanical, electrical,or structural elements that conflict with intended function or
design are encountered, investigate and measure the nature and extent of conflict. Promptly submit a
written report to Architect.
E. Survey of Existing Conditions: Record existing conditions by use of preconstruction photographs and
preconstruction videotapes.
I. Before selective demolition or removal of existing building elements that will be reproduced or
duplicated in final Work, make permanent record of measurements, materials, and construction
4" details required to make exact reproduction.
F. Perform surveys as the Work progresses to detect hazards resulting from selective demolition activities.
on
3.2 UTILITY SERVICES AND MECHANICAUELECTRICAL SYSTEMS
21
A. Existing Services/Systems: Maintain services/systems indicated to remain and protect them against
damage during selective demolition operations.
1. Comply with requirements for existing services/systems interruptions specified in Division I
Section "Summary."
B. Service/System Requirements: Locate, identify, disconnect, and seal or cap off indicated utility services
4" and mechanical/electrical systems serving areas to be selectively demolished.
SELECTIVE DEMOLITION 01732- 3
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36 Bedford Terrace- Renovations August 17, 2006 Dietz&Company Architects, Inc.
1.5 SUBMITTALS oft►
A. Qualification Data: For demolition firm, professional engineer and refrigerant recovery technician.
..
B. Schedule of Selective Demolition Activities: Indicate the following:
I. Detailed sequence of selective demolition and removal work, with starting and ending dates for
each activity.
2. Interruption of utility services. Indicate how long utility services will be interrupted.
3. Coordination for shutoff,capping,and continuation of utility services.
4. Use of elevator and stairs.
5. Locations of proposed dust-and noise-control temporary partitions and means of egress.
6. Coordination of Owner's continuing occupancy of portions of existing building and of Owner's
partial occupancy of completed Work.
7. Means of protection for items to remain and items in path of waste removal from building. k
C. Inventory: After selective demolition is complete, submit a list of items that have been removed and
salvaged. w.
1.6 QUALITY ASSURANCE
A. Demolition Firm Qualifications: An experienced firm that has specialized in demolition work similar in
material and extent to that indicated for this Project.
B. Refrigerant Recovery Technician Qualifications: Certified by an EPA-approved certification program.
C. Regulatory Requirements: Comply with governing EPA notification regulations before beginning
selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.
D. Standards: Comply with ANSI A10.6 and NFPA 241.
E. Predemolition Conference: Conduct conference at Project site to comply with requirements in
Division I Section "Project Management and Coordination."
F. Predemolition Conference: Conduct conference at Project site to comply with requirements in
Division I Section "Project Management and Coordination." Review methods and procedures related
to selective demolition including, but not limited to,the following:
fi
I. Inspect and discuss condition of construction to be selectively demolished.
2. Review structural load limitations of existing structure.
3. Review and finalize selective demolition schedule and verify availability of materials, demolition
personnel,equipment,and facilities needed to make progress and avoid delays.
4. Review requirements of work performed by other trades that rely on substrates exposed by
selective demolition operations.
5. Review areas where existing construction is to remain and requires protection.
1.7 PROJECT CONDITIONS
A. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as
practical.
B. Notify Architect of discrepancies between existing conditions and Drawings before proceeding with
selective demolition.
SELECTIVE DEMOLITION 01732-2
36 Bedford Terrace - Renovations August 17, 2006 Dietz&Company Architects,Inc.
SECTION 01732- SELECTIVE DEMOLITION
PART I -GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and
other Division I Specification Sections,apply to this Section.
1.2 SUMMARY
A. This Section includes the following:
1. Demolition and removal of selected portions of building or structure.
2. Demolition and removal of selected site elements.
3. Salvage of existing items to be reused or recycled.
B. Related Sections include the following:
1. Division I Section "Summary" for use of premises and Owner-occupancy requirements.
2. Division I Section "Temporary Facilities and Controls" for temporary construction and
environmental-protection measures for selective demolition operations.
3. Division I Section "Construction Waste Management"for disposal of demolished materials.
4. Division I Section "Cutting and Patching"for cutting and patching procedures.
S. Division 2 Section "Building Demolition" for demolition of entire buildings, structures, and site
improvements.
6. Division 2 Section "Site Clearing" for site clearing and removal of above- and below-grade
improvements.
1.3 DEFINITIONS
A. Remove: Detach items from existing construction and legally dispose of them off-site, unless indicated
to be removed and salvaged or removed and reinstalled.
B. Remove and Salvage: Detach items from existing construction and deliver them to Owner ready for
reuse.
C. Remove and Reinstall: Detach items from existing construction, prepare them for reuse, and reinstall
them where indicated.
D. Existing to Remain: Existing items of construction that are not to be removed and that are not
otherwise indicated to be removed, removed and salvaged,or removed and reinstalled.
1.4 MATERIALS OWNERSHIP
w A. Historic items, relics, and similar objects including, but not limited to, cornerstones and their contents,
* commemorative plaques and tablets, antiques, and other items of interest or value to Owner that may
be encountered during selective demolition remain Owner's property. Carefully remove and salvage
each item or object in a manner to prevent damage and deliver promptly to Owner.
SELECTIVE DEMOLITION 01732- 1
36 Bedford Terrace- Renovations August 17, 2006 Dietz&Company Architects, Inc. ..
D. Cleaning: Clean areas and spaces where cutting and patching are performed. Completely remove paint, am
mortar,oils, putty,and similar materials.
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END OF SECTION 01731
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CUTTING AND PATCHING 01731 -4
No 36 Bedford Terrace- Renovations August 17, 2006 Dietz&Company Architects, Inc.
B. Protection: Protect in-place construction during cutting and patching to prevent damage. Provide
protection from adverse weather conditions for portions of Project that might be exposed during
cutting and patching operations.
C. Adjoining Areas: Avoid interference with use of adjoining areas or interruption of free passage to
adjoining areas.
NO
3.3 PERFORMANCE
A. General: Employ skilled workers to perform cutting and patching. Proceed with cutting and patching at
the earliest feasible time,and complete without delay.
I. Cut in-place construction to provide for installation of other components or performance of
other construction, and subsequently patch as required to restore surfaces to their original
condition.
B. Cutting: Cut in-place construction by sawing, drilling, breaking, chipping, grinding, and similar
operations, including excavation, using methods least likely to damage elements retained or adjoining
construction. If possible, review proposed procedures with original Installer; comply with original
Installer's written recommendations.
I. In general, use hand or small power tools designed for sawing and grinding, not hammering and
chopping. Cut holes and slots as small as possible, neatly to size required, and with minimum
disturbance of adjacent surfaces. Temporarily cover openings when not in use.
2. Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces.
3. Concrete and Masonry: Cut using a cutting machine, such as an abrasive saw or a diamond-core
drill.
4. Proceed with patching after construction operations requiring cutting are complete.
C. Patching: Patch construction by filling, repairing, refinishing, closing up, and similar operations following
performance of other Work. Patch with durable seams that are as invisible as possible. Provide
materials and comply with installation requirements specified in other Sections.
I. Inspection: Where feasible, test and inspect patched areas after completion to demonstrate
integrity of installation.
2. Exposed Finishes: Restore exposed finishes of patched areas and extend finish restoration into
retained adjoining construction in a manner that will eliminate evidence of patching and
refinishing.
a. Clean piping, conduit, and similar features before applying paint or other finishing
materials.
b. Restore damaged pipe covering to its original condition.
3. Floors and Walls: Where walls or partitions that are removed extend one finished area into
another, patch and repair floor and wall surfaces in the new space. Provide an even surface of
uniform finish, color, texture, and appearance. Remove in-place floor and wall coverings and
replace with new materials, if necessary,to achieve uniform color and appearance.
a. Where patching occurs in a painted surface, apply primer and intermediate paint coats
over the patch and apply final paint coat over entire unbroken surface containing the
patch. Provide additional coats until patch blends with adjacent surfaces.
4. Exterior Building Enclosure: Patch components in a manner that restores enclosure to a
weathertight condition.
CUTTING AND PATCHING 01731 - 3
36 Bedford Terrace- Renovations August 17,2006 Dietz&Company Architects, Inc. 4W
7. Architect's Approval: Obtain approval of cutting and patching proposal before cutting and aw
patching. Approval does not waive right to later require removal and replacement of
unsatisfactory work.
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I.S QUALITY ASSURANCE
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A. Structural Elements: Do not cut and patch structural elements in a manner that could change their
load-carrying capacity or load-deflection ratio.
a
B. Operational Elements: Do not cut and patch operating elements and related components in a manner
that results in reducing their capacity to perform as intended or that results in increased maintenance or
decreased operational life or safety.
C. Miscellaneous Elements: Do not cut and patch miscellaneous elements or related components in a
manner that could change their load-carrying capacity,that results in reducing their capacity to perform
as intended,or that results in increased maintenance or decreased operational life or safety.
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D. Visual Requirements: Do not cut and patch construction in a manner that results in visual evidence of
cutting and patching. Do not cut and patch construction exposed on the exterior or in occupied spaces
in a manner that would, in Architect's opinion, reduce the building's aesthetic qualities. Remove and
replace construction that has been cut and patched in a visually unsatisfactory manner.
PART 2- PRODUCTS
2.1 MATERIALS
A. General: Comply with requirements specified in other Sections.
B. In-Place Materials: Use materials identical to in-place materials. For exposed surfaces, use materials
that visually match in-place adjacent surfaces to the fullest extent possible.
I. If identical materials are unavailable or cannot be used, use materials that, when installed, will ..•
match the visual and functional performance of in-place materials.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine surfaces to be cut and patched and conditions under which cutting and patching are to be
performed.
I. Compatibility: Before patching, verify compatibility with and suitability of substrates, including
compatibility with in-place finishes or primers.
2. Proceed with installation only after unsafe or unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Temporary Support: Provide temporary support of Work to be cut.
CUTTING AND PATCHING 01731 -2
36 Bedford Terrace - Renovations August 17, 2006 Dietz FY Company Architects, Inc.
SECTION 01731 - CUTTING AND PATCHING
PART I - GENERAL
1.1 RELATED DOCUMENTS
40 A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and
other Division I Specification Sections,apply to this Section.
1.2 SUMMARY
A. This Section includes procedural requirements for cutting and patching.
B. Related Sections include the following:
1. Division I Section "Selective Demolition"for demolition of selected portions of the building.
on 2. Divisions 2 through 16 Sections for specific requirements and limitations applicable to cutting and
patching individual parts of the Work.
3. Division 7 Section "Through-Penetration Firestop Systems"for patching fire-rated construction.
1.3 DEFINITIONS
-place construction necessary to permit installation or performance of other
A. Cutting: Removal of in
Work.
B. Patching: Fitting and repair work required to restore surfaces to original conditions after installation of
other Work.
rm 1.4 SUBMITTALS
A. Cutting and Patching Proposal: Submit a proposal describing procedures at least 10 days before the
time cutting and patching will be performed, requesting approval to proceed. Include the following
information:
I. Extent: Describe cutting and patching, show how they will be performed, and indicate why they
cannot be avoided.
2. Changes to In-Place Construction: Describe anticipated results. Include changes to structural
elements and operating components as well as changes in building's appearance and other
significant visual elements.
3. Products: List products to be used and firms or entities that will perform the Work.
4. Dates: Indicate when cutting and patching will be performed.
5. Utility Services and Mechanical/Electrical Systems: List services/systems that cutting and patching
go procedures will disturb or affect. List services/systems that will be relocated and those that will
be temporarily out of service. Indicate how long services/systems will be disrupted.
6. Structural Elements: Where cutting and patching involve adding reinforcement to structural
elements, submit details and engineering calculations showing integration of reinforcement with
original structure.
CUTTING AND PATCHING 01731 - 1
36 Bedford Terrace - Renovations August 17, 2006 Dietz&Company Architects, Inc. MO'
B. Specification Content: The Specifications use certain conventions for the style of language and the """
intended meaning of certain terms, words, and phrases when used in particular situations. These
conventions are as follows:
■m
I. Abbreviated Language: Language used in the Specifications and other Contract Documents is
abbreviated. Words and meanings shall be interpreted as appropriate. Words implied, but not
stated, shall be inferred as the sense requires. Singular words shall be interpreted as plural, and .W
plural words shall be interpreted as singular where applicable as the context of the Contract
Documents indicates.
2. Imperative mood and streamlined language are generally used in the Specifications.
Requirements expressed in the imperative mood are to be performed by Contractor.
Occasionally, the indicative or subjunctive mood may be used in the Section Text for clarity to
describe responsibilities that must be fulfilled indirectly by Contractor or by others when so
noted.
a. The words "shall," "shall be," or "shall comply with," depending on the context, are
implied where a colon (:) is used within a sentence or phrase.
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1.12 MISCELLANEOUS PROVISIONS
PART 2- PRODUCTS (Not Used)
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PART 3 - EXECUTION (Not Used)
END OF SECTION 01 100
Now
SUMMARY 01100-4
36 Bedford Terrace- Renovations August 17,2006 Dietz&Company Architects, Inc.
+w 11. Contractor shall install and otherwise incorporate Owner-furnished items into the Work.
1.8 USE OF PREMISES
A. General: Contractor shall have full use of premises for construction operations, including use of Project
Aw site, during construction period. Contractor's use of premises is limited only by Owner's right to
perform work or to retain other contractors on portions of Project.
B. Use of Site: Limit use of premises to work in areas within the Contract limits indicated. Do not disturb
portions of Project site beyond areas in which the Work is indicated.
I. Limits: Confine constructions operations to areas where work is permitted.
a. Limit site disturbance, including earthwork and clearing of vegetation, to 40 feet beyond
building perimeter; 5 feet beyond primary roadway curbs, walkways, and main utility
branch trenches;and 25 feet beyond pervious paving areas.
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2. Driveways and Entrances: Keep driveways parking garage, loading areas, and entrances serving
premises clear and available to Owner, Owner's employees, and emergency vehicles at all times.
Do not use these areas for parking or storage of materials.
1.9 OWNER'S OCCUPANCY REQUIREMENTS
A. Owner Occupancy of Completed Areas of Construction: Owner reserves the right to occupy and to
place and install equipment in completed areas of building, before Substantial Completion,provided such
occupancy does not interfere with completion of the Work. Such placement of equipment and partial
occupancy shall not constitute acceptance of the total Work.
I. Before partial Owner occupancy, mechanical and electrical systems shall be fully operational,and
' required tests and inspections shall be successfully completed. On occupancy, Owner will
operate and maintain mechanical and electrical systems serving occupied portions of building.
2. On occupancy, Owner will assume responsibility for maintenance and custodial service for
occupied portions of building.
No 1.10 WORK RESTRICTIONS
A. On-Site Work Hours: Work shall be generally performed inside the existing building during normal
business working hours, Monday through Friday, unless otherwise indicated.
1.11 SPECIFICATION FORMATS AND CONVENTIONS
A. Specification Format: The Specifications are organized into Divisions and Sections using the 16-division
format and CSI/CSC's "MasterFormat" numbering system.
I. Section Identification: The Specifications use Section numbers and titles to help cross-
referencing in the Contract Documents. Sections in the Project Manual are in numeric sequence;
however, the sequence is incomplete because all available Section numbers are not used.
Consult the table of contents at the beginning of the Project Manual to determine numbers and
names of Sections in the Contract Documents.
2. Division I: Sections in Division I govern the execution of the Work of all Sections in the
Specifications.
SUMMARY 01100- 3
36 Bedford Terrace- Renovations August 17, 2006 Dietz&Company Architects, Inc.
1.4 TYPE OF CONTRACT ...
A. Project will be constructed under a single prime contract, using Owner-Contractor Agreement A 101
and General Conditions A201 with Supplementary General Conditions. . *E
1.5 WORK UNDER OTHER CONTRACTS .A
A. General: Cooperate fully with separate contractors so work on those contracts may be carried out
smoothly, without interfering with or delaying work under this Contract. Coordinate the Work of this
Contract with work performed under separate contracts.
B. Preceding Work: Owner may award separate contract(s) for construction operations at Project site.
Those operations are scheduled to be substantially complete before work under this Contract begins.
C. Concurrent Work: Owner may award separate contract(s) for construction operations at Project site.
Those operations will be conducted simultaneously with work under this Contract.
.s
1.6 PRODUCTS ORDERED IN ADVANCE
A. General: Owner may negotiate Purchase Orders with suppliers of material and equipment to be
incorporated into the Work. Owner will assign these Purchase Orders to Contractor. Costs for
receiving, handling, storage if required, and installation of material and equipment are included in the
Contract Sum.
I. Contractor's responsibilities are same as if Contractor had negotiated Purchase Orders,
including responsibility to renegotiate purchase and to execute final Purchase-Order agreements.
1.7 OWNER-FURNISHED PRODUCTS
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A. Owner may furnish products for incorporation into the Project. The Work includes providing support
systems to receive Owner's equipment and making plumbing, mechanical,and electrical connections.
I. Owner will arrange for and deliver Shop Drawings, Product Data,and Samples to Contractor.
2. Owner will arrange and pay for delivery of Owner-furnished items according to Contractor's
Construction Schedule.
3. After delivery, Owner will inspect delivered items for damage. Contractor shall be present for
and assist in Owner's inspection.
4. If Owner-furnished items are damaged, defective, or missing, Owner will arrange for
replacement
S. Owner will arrange for manufacturer's field services and for delivery of manufacturer's
warranties to Contractor.
6. Owner will furnish Contractor the earliest possible delivery date for Owner-furnished products.
Using Owner-furnished earliest possible delivery dates, Contractor shall designate delivery dates .rw
of Owner-furnished items in Contractor's Construction Schedule.
7. Contractor shall review Shop Drawings, Product Data, and Samples and return them to
Architect noting discrepancies or anticipated problems in use of product ws
8. Contractor is responsible for receiving, unloading,and handling Owner-furnished items at Project
site.
9. Contractor is responsible for protecting Owner-furnished items from damage during storage and
handling, including damage from exposure to the elements.
10. If Owner-furnished items are damaged as a result of Contractor's operations, Contractor shall
repair or replace them.
SUMMARY 01100-2
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36 Bedford Terrace- Renovations August 17, 2006 Dietz&'Company Architects, Inc.
do
SECTION 01 100-SUMMARY
PART I - GENERAL
®n
1.1 RELATED DOCUMENTS
s A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and
other Division I Specification Sections,apply to this Section.
1.2 SUMMARY
A. This Section includes the following:
1. Work covered by the Contract Documents.
2. Type of the Contract.
3. Work phases.
4. Work under other contracts.
S. Products ordered in advance.
6. Owner-furnished products.
7. Use of premises.
_ 8. Owner's occupancy requirements.
9. Work restrictions.
10. Specification formats and conventions.
B. Related Sections include the following:
AMR I. Division I Section "Temporary Facilities and Controls" for limitations and procedures governing
temporary use of Owner's facilities.
1.3 WORK COVERED BY CONTRACT DOCUMENTS
A. Project Identification:
I. Project Location: 36 Bedford Terrace, Northampton, Massachusetts
2. Overall project consists of two components: Moderate renovations to the existing 36 Bedford
Terrace and New Construction of six (6) additional housing units on the adjacent State Street
property.
a. The Work described herein is for moderate renovations to the existing building and
associated adjacent sitework.
b. Fire protection, plumbing, heating, and electrical engineering services will be provided on
a design/build basis by the Owner.
B. Owner: O'Connell Development Group.
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C. Architect: Dietz and Company Architects, Inc.
17 Hampden Street
Springfield, MA 01 103
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SUMMARY 01100- 1
36 Bedford Terrace- Renovations August 17, 2006 Dietz&Company Architects, Inc.
"NNW
DIVISION 9—FINISHES
09000............FINISH SCHEDULE....................................................................................................................................xx
09220............PORTLAND CEMENT PLASTER............................................................................................................ I ,..
09250............GYPSUM BOARD ASSEMBLIES............................................................................................................... 2
09640............WOOD FLOORING.................................................................................................................................. 2
09650............RESILIENT FLOORING............................................................................................................................. 2 �.
09651............RESILIENT BASE AND ACCESSORIES.................................................................................................. 2
09684............CARPET......................................................................................................................................................... 2
09910............PAINTING.................................................................................................................................................... 3
DIVISION 10-SPECIALTIES
10410............DIRECTORIES..............................................................................................................................................
10440............SIGNAGE...................................................................................................................................................... 1
10523............FIRE EXTINGUISHERS AND CABINETS.............................................................................................. 2
10550............POSTAL SPECIALTIES............................................................................................................................... I
10810............TOILET ACCESSORIES................................................................ .......................................................... 2
DIVISION I I -EQUIPMENT
1 1451............RESIDENTIAL APPLIANCES.................................................................................................................... 2
DIVISION 12-FURNISHINGS
2357............KITCHEN AND BATH CASEWORK.................................................................................................... 2
12490............WINDOW TREATMENTS.......................................................................................................................
DIVISION 13 -SPECIAL CONSTRUCTION
NOT APPLICABLE
DIVISION 14-CONVEYING SYSTEMS
NOT APPLICABLE
DIVISION IS-MECHANICAL ...
NOT APPLICABLE
.......................Design-Build by Owner
DIVISION 16-ELECTRICAL
NOT APPLICABLE
.......................Design-Build by Owner
K
END of TABLE OF CONTENTS
TABLE OF CONTENTS ........................................................ Page 2 of 2
JIM 36 Bedford Terrace- Renovations August 17,2006 Dietz FY Company Architects, Inc.
TABLEOF CONTENTS ........................................................................................................... Architect's Project No.20518
Division........Section Title..................................................................................................................................................Paged
SERIES 0 BIDDING REQUIREMENTS AND CONTRACT FORMS
00001............TITLE PAGE.......................................................................................................... ....................................... I
00010............TABLE OF CONTENTS.................................................................................... ....................................... 2
DIVISION 01 -GENERAL REQUIREMENTS
01100............SUMMARY....................................................................................................................................................4
01731............CUTTING AND PATCHING.................................................................................................................. 4
01732............SELECTIVE DEMOLITION....................................................................................................................... 6
Awl Refer to 36 Bedford Terrace,New Construction documents for other Series 0 and Division 01 requirements
I DIVISION 02-SITE CONSTRUCTION
02743............BITUMINOUS CONCRETE PAVEMENT.............................................................................................. 2
02754............CEMENT CONCRETE PAVING............................................................................................................. 2
DIVISION 03 -CONCRETE
03300............CAST-IN-PLACE CONCRETE................................................................................................................ 3
DIVISION 04- MASONRY
04900............MASONRY RESTORATION AND CLEANING................................................................................. 2
DIVISION 05-METALS
05120............STRUCTURAL STEEL................................................................................................................................ 2
05500............METAL FABRICATIONS........................................................................................................................... 2
DIVISION 06-WOOD AND PLASTICS
06100............ROUGH CARPENTRY.............................................................................................................................. 2
06200............FINISH CARPENTRY................................................................................................................................. 2
DIVISION 07-THERMAL AND MOISTURE PROTECTION
07210............BUILDING INSULATION......................................................................................................................... 2
4 07311............ASPHALT SHINGLES................................................................................................................................. 2
07450............WOOD SHINGLES.................................................................................................................................... 1
07600............FLASHING AND SHEET METAL............................................................................................................ 2
07840............FIRESTOPPING........................................................................................................................................... 1
07900............JOINT SEALERS........................................................................................................................................... 2
DIVISION 08-DOORS AND WINDOWS
08010............DOOR SCHEDULE....................................................................................................................................xx
! " 08020............WINDOW SCHEDULE.............................................................................................................................xx
081 1 1............STEEL DOORS AND FRAMES................................................................................................................ 2
08210............FLUSH WOOD DOORS.......................................................................................................................... 2
08310............ACCESS DOORS AND PANELS............................................................................................................
08570............FIBERGLASS WINDOWS......................................................................................................................... 2
08588............STORM WINDOWS.................................................................................................................................. 2
08710............DOOR HARDWARE................................................................................................................................. 2
08800............GLAZING..................................................................................................................................................... 2
TABLE OF CONTENTS ........................................................ Page I of 2
MW
PROJECT MANUAL
36 BEDFORD TERRACE -�
RENOVATIONS
36 BEDFORD TERRACE
NORTHAMPTON, MASSACHUSETTS
Owner
O'Connell Development Group
480 Hampden Street �*!
Holyoke, Massachusetts 01040 .
Architect
Dietz& Company Architects, Inc.
17 Hampden Street
Springfield, MA 01103
Phone No:413-733-6798
Fax No:413-732-4385
Structural Engineer
now
Johnson &Seaman Engineering
30 Faith Avenue
Auburn, MAO 150 1
August 17, 2006
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36 BEDFORD TERRACE
RENOVATIONS
36 BEDFORD TERRACE
NORTHAMPTON, MASSACHUSETTS
�
s
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PROJECT MANUAL
01 . Dietz Company Architects, Inc.
17 Hampden Street
No. 6264 Springfield, MA 01 103
C,
° Springfield,
n � August 17, 2006
Project no. 20518
PERMIT DOCUMENTS
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318 - � �?l
36 BEDFORD TERRACE
RENOVATIONS
36 BEDFORD TERRACE
NORTHAMPTON, MASSACHUSETTS
OSCONNELLrDEVELOPMENT GROUP
480 HAMPDEN STREET
HOLYOKE;MA"' Oj1040
mop
PROJECT MANUAL
A' Dietz Company Architects, Inc.
17 Hampden Street
Springfield, MA 01 103
August 17, 2006
Project no. 20518
PERMIT DOCUMENTS