Specifications.pdf

SPECIFICATION

FOR CONSTRUCTION CONTRACT

Franklin Lake Campground

Restoration Construction

Chequamegon

Eagle River

Construction Document

SPECIFICATION

FOR CONSTRUCTION CONTRACT

CIM-0900-24F-32-0913-02

CBE PROJECT NO: 09-0115

Franklin Lake Campground - Historical Building

Restoration Construction

Chequamegon - Nicolet National Forest

Eagle River – Florence Ranger District

Construction Documents

March 15, 2010

Building

Franklin Lake Campground Historic Building Restoration CIM-0900-24F-32-0913-02 Historical Building Restoration Construction

TABLE OF CONTENTS 00 0110 - 1

SECTION 00 0110

TABLE OF CONTENTS

SPECIFICATIONS

1.01 Division 02 -- Existing Conditions

A. 02 4100 - Demolition

1.02 Division 04 -- Masonry

A. 04 0100 - Maintenance of Masonry

B. 04 0511 - Masonry Mortaring and Grouting

1.03 Division 06 -- Wood, Plastics, and Composites

A. 06 0110 - Maintenance of Rough Carpentry

B. 06 1000 - Rough Carpentry

C. 06 1313 - Log Construction

D. 06 2000 - Finish Carpentry

1.04 Division 07 -- Thermal and Moisture Protection

A. 07 0150.19 - Preparation for Re-Roofing

B. 07 2100 - Thermal Insulation

C. 07 3113 - Asphalt Shingles

D. 07 6200 - Sheet Metal Flashing and Trim

E. 07 9005 - Joint Sealers

1.05 Division 08 -- Openings

A. 08 1433 - Custom Wood Doors

B. 08 7100 - Door Hardware

C. 08 8000 - Glazing

1.06 Division 09 -- Finishes

A. 09 2116 - Gypsum Board Assemblies

B. 09 6429 - Wood Strip and Plank Flooring

C. 09 6723 - Epoxy Resin Composition Flooring

D. 09 9000 - Painting and Coating

1.07 Division 10 -- Specialties

A. 10 2800 - Toilet, Bath, and Laundry Accessories

B. 10 3100 - Manufactured Fireplaces

1.08 Division 12 -- Furnishings

A. 12 3530 - Residential Casework

B. 12 3600 - Countertops

1.09 Division 22 -- Plumbing

Construction

TABLE OF CONTENTS 00 0110 - 2

A. 22 0500 - Common Work Results for Plumbing

B. 22 0514 - Plumbing Specialties

C. 22 0515 - Piping Specialties

D. 22 0523 - General Duty Valves for Plumbing Piping

E. 22 0529 - Hangers and Supports for Plumbing Piping and Equipment

F. 22 0700 - Plumbing Insulation

G. 22 1100 - Facility Water Distribution

H. 22 1300 - Facility Sanitary Sewerage

I. 22 3000 - Plumbing Equipment

J. 22 4200 - Commercial Plumbing Fixtures

1.10 Division 23 -- Heating, Ventilating, and Air-Conditioning (HVAC)

A. 23 0500 - Common Work Results for HVAC

B. 23 0513 - Common Motor Requirements for HVAC Equipment

C. 23 0593 - Testing, Adjusting, and Balancing for HVAC

D. 23 0700 - Mechanical Systems Insulation

E. 23 0914 - Electric Instrumentation and Control Devices for HVAC

F. 23 0993 - Sequence of Operations for HVAC Controls

G. 23 3100 - Ductwork

H. 23 3300 - Ductwork Accessories

I. 23 3400 - HVAC Fans

J. 23 3713 - Diffusers, Registers and Grilles

1.11 Division 26 -- Electrical

A. 26 0000 - Electrical Contract Requirements

B. 26 0500 - Common Work Results for Electrical

C. 26 0504 - Cleaning, Inspecting and Testing of Electrical Equipment

D. 26 0511 - Project Special Requirements

E. 26 0523 - Control Voltage Electrical Power Cables

F. 26 0526 - Grounding and Bonding for Electrical Systems

G. 26 0529 - Hangers and Supports for Electrical Systems

H. 26 0533 - Raceway and Boxes for Electrical Systems

I. 26 0553 - Identification for Electrical Systems

J. 26 2416 - Panelboards

K. 26 2702 - Equipment Wiring Systems

L. 26 2726 - Wiring Devices

M. 26 2728 - Disconnect Switches

Construction

TABLE OF CONTENTS 00 0110 - 3

N. 26 2730 - Contactors

O. 26 2900 - Low-Voltage Controllers

P. 26 5113 - Lighting Fixtures

1.12 Division 27 -- Communications

A. 27 0000 - Communications Cable and Equipment

1.13 Division 28 -- Electronic Safety and Security

A. 28 3100 - Fire Alarm System

1.14 Division 31 -- Earthwork

A. 31 2200 - Grading

B. 31 2316 - Excavation

C. 31 2323 - Fill

1.15 Division 32 -- Exterior Improvements

A. 32 1440 - Stone Paving

END OF TABLE OF CONTENTS

SECTION 02 4100

DEMOLITION

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Building demolition excluding removal of hazardous materials and toxic substances.

B. Selective demolition of building elements for alterations purposes.

1.02 RELATED REQUIREMENTS

A. Section 01 1000 - Summary: Limitations on Contractor's use of site and premises.

B. Section 01 1000 - Summary: Description of items to be salvaged or removed for re-use by Contractor.

C. Section 01 5000 - Temporary Facilities and Controls: Site fences, security, protective barriers, and waste removal.

1.03 REFERENCE STANDARDS

A. 29 CFR 1926 - U.S. Occupational Safety and Health Standards; current edition.

PART 3 EXECUTION

2.01 SCOPE

A. Remove portions of existing buildings in the following sequence:

B. Within area of new construction, remove foundation walls and footings to a minimum of 4 feet below finished grade.

C. Remove other items indicated, for salvage and relocation.

D. Fill excavations, open pits, and holes in ground areas generated as result of removals, using specified fill; compact fill as required so that required rough grade elevations do not subside within one year after completion.

2.02 GENERAL PROCEDURES AND PROJECT CONDITIONS

A. Comply with applicable codes and regulations for demolition operations and safety of adjacent structures and the public.

1. Obtain required permits.

2. Take precautions to prevent catastrophic or uncontrolled collapse of structures to be removed; do not allow worker or public access within range of potential collapse of unstable structures.

3. Provide, erect, and maintain temporary barriers and security devices.

4. Conduct operations to minimize effects on and interference with adjacent structures and occupants.

5. Do not close or obstruct roadways or sidewalks without permit.

6. Conduct operations to minimize obstruction of public and private entrances and exits; do not obstruct required exits at any time; protect persons using entrances and exits from removal operations.

7. Obtain written permission from owners of adjacent properties when demolition equipment will traverse, infringe upon or limit access to their property.

B. Do not begin removal until receipt of notification to proceed from USDA Forest Service.

C. Protect existing structures and other elements that are not to be removed.

Franklin Lake Campground Historic Building Restoration Historical Building Restoration Construction

DEMOLITION 02 4100 - 1

1. Provide bracing and shoring.

2. Prevent movement or settlement of adjacent structures.

3. Stop work immediately if adjacent structures appear to be in danger.

D. If hazardous materials are discovered during removal operations, stop work and notify Chequamegon Bay Engineering, Inc and USDA Forest Service; hazardous materials include regulated asbestos containing materials, lead, PCB's, and mercury.

E. Perform demolition in a manner that maximizes salvage and recycling of materials.

1. Dismantle existing construction and separate materials.

2. Set aside reusable, recyclable, and salvageable materials; store and deliver to collection point or point of reuse.

2.03 SELECTIVE DEMOLITION FOR ALTERATIONS

A. Drawings showing existing construction and utilities are based on casual field observation and existing record documents only.

1. Verify that construction and utility arrangements are as shown.

2. Report discrepancies to Contracting Officer before disturbing existing installation.

3. Beginning of demolition work constitutes acceptance of existing conditions.

B. Remove existing work as indicated and as required to accomplish new work.

1. Remove rotted wood, corroded metals, and deteriorated masonry and concrete; replace with new construction specified.

2. Remove items indicated on drawings.

C. Services (Including but not limited to HVAC, Plumbing, and Electrical): Remove existing systems and equipment as indicated.

1. Maintain existing active systems that are to remain in operation; maintain access to equipment and operational components.

2. Where existing active systems serve occupied facilities but are to be replaced with new services, maintain existing systems in service until new systems are complete and ready for service.

3. Verify that abandoned services serve only abandoned facilities before removal.

4. Remove abandoned pipe, ducts, conduits, and equipment, including those above accessible ceilings; remove back to source of supply where possible, otherwise cap stub and tag with identification.

D. Protect existing work to remain.

1. Prevent movement of structure; provide shoring and bracing if necessary.

2. Perform cutting to accomplish removals neatly and as specified for cutting new work.

3. Repair adjacent construction and finishes damaged during removal work.

4. Patch as specified for patching new work.

2.04 DEBRIS AND WASTE REMOVAL

A. Remove debris, junk, and trash from site.

B. Leave site in clean condition, ready for subsequent work.

C. Clean up spillage and wind-blown debris from public and private lands.

END OF SECTION

Franklin Lake Campground Historic Building Restoration Historical Building Restoration Construction

DEMOLITION 02 4100 - 2

SECTION 04 0100

MAINTENANCE OF MASONRY

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Water cleaning of stone surfaces.

B. Repointing mortar joints.

1.02 RELATED REQUIREMENTS

A. Section 04 0511 - Masonry Mortaring and Grouting.

1.03 PRICE AND PAYMENT PROCEDURES

A. Repointing: By the linear foot. Includes stone chimneys above roof level.

1.04 REFERENCE STANDARDS

A. ACI 530.1/ASCE 6/TMS 602 - Specification for Masonry Structures; American Concrete Institute International; 2005.

B. IMIAWC (CW) - Recommended Practices & Guide Specifications for Cold Weather Masonry Construction; International Masonry Industry All-Weather Council; 1993.

C. IMIAWC (HW) - Recommended Practices & Guide Specifications for Hot Weather Masonry Construction; International Masonry Industry All-Weather Council; current edition.

1.05 ADMINISTRATIVE REQUIREMENTS

A. Preinstallation Meeting: Convene one week prior to commencing work of this section.

1. Require attendance of parties directly affecting work of this section.

2. Review conditions of installation, installation procedures, and coordination with related work.

1.06 SUBMITTALS

A. Product Data: Provide data on cleaning solutions.

1.07 QUALITY ASSURANCE

A. Restorer: Company specializing in masonry restoration with minimum five years of documented experience.

1.08 FIELD CONDITIONS

A. Cold and Hot Weather Requirements: Comply with requirements of ACI 530.1/ASCE 6/TMS 602 or applicable building code, whichever is more stringent.

PART 2 PRODUCTS

2.01 MORTAR MATERIALS

A. Conform to requirements of Section 04 0511.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that surfaces to be cleaned and restored are ready for work of this section.

3.02 PREPARATION

A. Protect surrounding elements from damage due to restoration procedures.

Franklin Lake Campground Historic Building Restoration Historical Building Restoration Construction

MAINTENANCE OF MASONRY 04 0100 - 1

B. Separate areas to be protected from restoration areas using means adequate to prevent damage.

C. Mask immediately adjacent surfaces with material that will withstand cleaning and restoration procedures.

D. Protect roof membrane and flashings from damage with 1/2 inch plywood laid on roof surfaces over full extent of work area and traffic route.

E. When using cleaning methods that involve water or other liquids, install drainage devices to prevent runoff over adjacent surfaces unless those surfaces are impervious to damage from runoff.

3.03 REBUILDING

A. Cut out damaged and deteriorated masonry with care in a manner to prevent damage to any adjacent remaining materials.

B. Support structure as necessary in advance of cutting out units.

C. Cut away loose or unsound adjoining mortar to provide firm and solid bearing for new work.

D. Mortar Mix: As specified in Section 04 0511.

3.04 REPOINTING

A. Perform repointing prior to cleaning masonry surfaces.

B. Cut out loose or disintegrated mortar in joints to minimum 1/2 inch depth or until sound mortar is reached.

C. Use power tools only after test cuts determine no damage to masonry units will result.

D. Do not damage masonry units.

E. When cutting is complete, remove dust and loose material by brushing.

F. Premoisten joint and apply mortar. Pack tightly in maximum 1/4 inch layers. Form a smooth, compact flush joint to match existing.

G. Moist cure for 72 hours.

3.05 CLEANING EXISTING MASONRY

3.06 RESTORATION CLEANING

A. Clean surfaces and remove large particles with wood scrapers or non-ferrous wire brush.

B. Brush coat masonry with restoration cleaner, mixed into solution in accordance with manufacturer's instructions.

3.07 CLEANING

A. Immediately remove stains, efflorescence, or other excess resulting from the work of this section.

B. Remove excess mortar, smears, and droppings as work proceeds and upon completion.

C. Clean surrounding surfaces.

END OF SECTION

Franklin Lake Campground Historic Building Restoration Historical Building Restoration Construction

MAINTENANCE OF MASONRY 04 0100 - 2

SECTION 04 0511

MASONRY MORTARING AND GROUTING

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Mortar for masonry flatwork and repointing.

1.02 RELATED REQUIREMENTS

A. Section 04 0100 - Maintenance of Masonry: Bedding and pointing mortar for masonry restoration work.

B. 32 1440 Stone Paving

1.03 REFERENCE STANDARDS

A. ACI 530.1/ASCE 6/TMS 602 - Specification for Masonry Structures; American Concrete Institute International; 2005.

B. ASTM C 91 - Standard Specification for Masonry Cement; 2005.

C. ASTM C 144 - Standard Specification for Aggregate for Masonry Mortar; 2004.

D. ASTM C 207 - Standard Specification for Hydrated Lime for Masonry Purposes; 2006.

E. ASTM C 270 - Standard Specification for Mortar for Unit Masonry; 2007a.

F. ASTM C 387/C 387M - Standard Specification for Packaged, Dry, Combined Materials for Mortar and Concrete; 2009.

G. ASTM C 979 - Standard Specification for Pigments for Integrally Colored Concrete; 2005.

1.04 SUBMITTALS

A. Product Data: Include design mix and indicate whether the Proportion or Property specification of ASTM C 270 is to be used. Also include required environmental conditions and admixture limitations.

B. Samples: Submit two samples of mortar, illustrating mortar color and color range.

C. Mockup: Prepare a 4' x 4' mockup using the proposed mortar in a location directed by the Contract Officer. Mockup may remain as a portion of the work if workmanship, texture and color match are deemed acceptable. Mockup shall be allowed to cure 7 days to show an accurate representation of the final color before approval.

D. Manufacturer's Instructions: Submit packaged dry mortar manufacturer's installation instructions.

1.05 DELIVERY, STORAGE, AND HANDLING

A. Maintain packaged materials clean, dry, and protected against dampness, freezing, and foreign matter.

1.06 FIELD CONDITIONS

A. Cold and Hot Weather Requirements: Comply with requirements of ACI 530.1/ASCE 6/TMS 602 or applicable building code, whichever is more stringent.

PART 2 PRODUCTS

2.01 MATERIALS

Franklin Lake Campground Historic Building Restoration Historical Building Restoration Construction

MASONRY MORTARING AND GROUTING 04 0511 - 1

A. Masonry Cement: ASTM C 91, types as scheduled in this section..

B. Hydrated Lime: ASTM C 207, Type S.

C. Pigments for Colored Mortar: Pure, concentrated mineral pigments specifically intended for mixing into mortar and complying with ASTM C 979.

1. Color(s): To match existing at stonework, must be approved by owner.

D. Water: Clean and potable.

E. Bonding Agent: Latex type.

2.02 MORTAR MIXES

A. Mortar for Unit Masonry: ASTM C 270, Proportion Specification.

B. Mortar for Repointing and New Masonry Construction

1. For all flatwork, Type S

2. For Applications at Picnic Shelter, and VIS Shelter, Type N

3. For all work at comfort stations, Type O

4. . All repointing mortar shall be color matched, see submittals.

5. Sand shall be natural sand conforming to ASTM C 144.

2.03 MORTAR MIXING

A. Thoroughly mix mortar ingredients using mechanical batch mixer, in accordance with ASTM C 270 and in quantities needed for immediate use.

B. Maintain sand uniformly damp immediately before the mixing process.

C. Add mortar color in accordance with manufacturer's instructions. Provide uniformity of mix and coloration.

D. Do not use anti-freeze compounds to lower the freezing point of mortar.

E. If water is lost by evaporation, re-temper only within two hours of mixing.

PART 3 EXECUTION

3.01 PREPARATION

A. Apply bonding agent to existing concrete surfaces.

3.02 INSTALLATION

A. Do not begin pointing work until mockup, and mortar samples have been approved by the contract officer.

B. Install mortar to requirements of section(s) in which masonry is specified.

3.03 FIELD QUALITY CONTROL

A. An independent testing agency may perform field tests as directed by the Contracting Officer.

END OF SECTION

Franklin Lake Campground Historic Building Restoration Historical Building Restoration Construction

MASONRY MORTARING AND GROUTING 04 0511 - 2

Franklin Lake Campground CIM-0900-24F-32-0913-02 Historic Building Restoration

MAINTINENCE OF ROUGH CARPENTRY 06 0100

SECTION 06 0110

Maintenance of Rough Carpentry

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Cleaning existing and of log buildings.

B. Sealing existing log buildings.

C. Borate treatment of existing log buildings.

1.2 RELATED SECTIONS

A.Section 06 2000 Finish Carpentry

B.Section 09 09000 Painting and Coating

1.3 REFERENCE STANDARDS

A. American Wood Preservers Association (AWPA) AWPA Standard M4-01: Standard for the care of preservative-treated wood products, 2001

B. U.S. Green Building Council (LEED) for Homes System SS 5: Nontoxic Pest Control;

1.4 SUBMITTALS

A. Submit under provisions of Section 01 30 00.

B. Blasting Media, and other Cleaning Products: Manufacturer's printed literature for each product, including test data indicating compliance with requirements, and installation instructions.

C. Cleaning Plan: Written description of cleaning process, including materials, methods, equipment, and sequencing of work.

D. Contractor’s qualifications.

1.5 QUALITY ASSURANCE

A. Manufacturer Qualifications: Capable of providing field service representation during installation and who will approve the installer and application method.

B. Installer Qualifications: Installer experienced in performing this type of work and who has specialized in work similar to the type required for this project.

C. Test Panels: Before full-scale application, test exact products and cleaning plan to be used on for cleaning of rough carpentry.

1. Review manufacturer's Product Data sheets to determine suitability of each product for each surface.

2. Apply products using manufacturer-approved application methods, determining actual requirements for application.

3. After 48 hours, review effectiveness of cleaning or treatment, compatibility with substrates, and ability to achieve desired results.

4. Obtain approval by Architect and Owner of workmanship, color, and texture before proceeding with work.

5. Test Panels: Inconspicuous sections of actual construction.

a. One Panel, location as directed by Contract Officer.

b. Size; 4 feet by 4 feet (1220 by 1220 m).

c. Repair unacceptable work to the satisfaction of the Architect and Owner.

D. Pre-Installation Meeting: Hold a meeting prior to starting cleaning, to review project conditions, protection requirements, manufacturer's installation instructions, and manufacturer's warranty requirements. See Section 01 30 00 - Administrative Requirements.

1.6 DELIVERY, STORAGE, AND HANDLING

A. Deliver products in time to avoid construction delays.

B. Deliver and store products in manufacturer's original packaging with identification labels intact.

C. Store products protected from weather and at temperature and humidity conditions recommended by manufacturer.

1.7 PROJECT CONDITIONS

A. Do not apply products under conditions outside manufacturer's requirements, which include:

1. Surfaces that are frozen; allow complete thawing prior to installation.

2. Surface and air temperatures below 40 degrees F (4 degrees C).

3. Surface and air temperatures above 95 degrees F (35 degrees C).

4. When surface or air temperature is not expected to remain above 40 degrees F

(4 degrees C) for at least 8 hours after application.

5. Wind conditions that may blow materials onto surfaces not intended to be treated.

6. Less than 24 hours after a rain.

7. When rain is expected less than 6 hours after installation.

1.8 WARRANTY

A. See Section 01 78 00 - Closeout Submittals.

B. Provide manufacturer's standard warranty for not less than ___ year(s) commencing on Date of Substantial Completion.

PART 2 PRODUCTS

2.1 MANUFACTURERS

A. Liquid Glycol Inorganic Borate Treatement

1. Nisus Corporation, Bora-Care. www.nisuscorp.com

2. Perma-Chink Systems Inc. Shell Guard, www.permachink.com

3. Requests for substitutions will be considered in accordance with provisions of Section 01 60 00

B. Inorganic Borate Rods:

1. Perma-Chink Systems Inc. Cobra Raods, www.permachink.com

2.Requests for substitutions will be considered in accordance with provisions of Section 01 60 00

C. Urethane Caulk

1. Tremco Inc. Vulkem 116, www.tremcosealants.com

2.Requests for substitutions will be considered in accordance with provisions of Section 01 60 00

2.2 LIQUID GLYCOL INORGANIC BORATE TREATEMENT

A. The active ingredient shall be disodium octaborate tetrahydrate (DOT)

B. The carrier solution shall be glycol.

2.3 Inorganic Borate Rods

A. The active ingredient shall be disodium octaborate tetrahydrate (DOT)

B. Rods shall contain DOT in a solid form designed to be dispersed by moisture through the wood.

2.4 POLYURETHANE CAULK

A. Caulk shall be a one-part, moisture curing, gun applied, polyurethane sealant.

B. Sealant shall not be water based, and shall be suitable for immersion in water.

C. Sealant shall accept color from wood stain, and intended for use on exterior, wood structures.

2.5 JOB-MIXED BLEACH SOLUTION:

A. Solution prepared by mixing 5 quarts (5 L) of 5 percent sodium hypochlorite (bleach), and 15 quarts (15 L) of hot water for every 5 gal. (20 L) of solution required.

PART 3 EXECUTION

3.1 EXAMINATION

A. Verify that substrates are acceptable for product installation; do not begin until substrates meet manufacturer's requirements.

B. Do not begin until test panels have been approved by Architect.

3.2 PREPARATION

A. Protect adjacent surfaces not to be treated prior to beginning application.

B. On surfaces to be coated or treated, remove dirt, dust, oil, grease, and other contaminants that would interfere with penetration or performance of products; where cleaners are required, use products recommended by manufacturer; rinse thoroughly and allow to dry completely.

3.3 LOG RESTORATION PROCESS

A. Blast clean all logs, sills, and exterior framing down to clean bare wood.

1. The blasting media shall be ground Corn Cobs.

2. Use the finest grit which effectively removes existing paint.

3. Do not allow pitting or damage to the lots to occur.

B. Apply Job Mixed Bleach Solution by brush. Scrub logs with medium brushes until mold, discoloration mildew and algae are thoroughly dislodged.

C. Rinse structure with cold water applied by low pressure spray.

D. Allow structure to try completely

E. Apply Liquid Glycol Inorganic Borate treatment to entire structure. Comply with manufacturer’s recommended procedure.

F. Install Inroganic Borate Rods at locations shown on drawings, and in the manner recommended by manufacturer.

G. Allow Liquid Glycol Inorganic Borate treatment to dry for manufacturer recommended amount of time.

H. Apply Polyurethane sealant to all horizontal log joints, and as shown on drawings.

Comply with manufacturer’s recommended installation procedure.

I. Allow Polyurethane sealant to cure completely.

J. Apply coatings as shown on drawings. See Section 09 9000.

3.4 CLEANING AND PROTECTION

A. At completion of work, remove protective coverings.

B. If surfaces that should have been protected from damage by this work have been damaged, clean, repair or replace to the satisfaction of the Architect.

C. Repair or replace damaged treated surfaces.

D. Protect completed work from damage during construction.

END OF SECTION

SECTION 06 1000

ROUGH CARPENTRY

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Structural dimension lumber framing.

B. Rough opening framing for doors, windows, and roof openings.

C. Sheathing.

D. Subflooring.

E. Preservative treated wood materials.

F. Miscellaneous framing and sheathing.

G. Concealed wood blocking, nailers, and supports.

H. Miscellaneous wood nailers, furring, and grounds.

1.02 RELATED REQUIREMENTS

A. Section 09 2116 - Gypsum Board Assemblies: Gypsum-based sheathing.

1.03 REFERENCE STANDARDS

A. AFPA (WFCM) - Wood Frame Construction Manual for One- and Two-Family Dwellings;

American Forest and Paper Association; 2001.

B. ASTM A 153/A 153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware; 2005.

C. AWPA U1 - Use Category System: User Specification for Treated Wood; American Wood-Protection Association; 2007.

D. PS 20 - American Softwood Lumber Standard; National Institute of Standards and Technology (Department of Commerce); 2005.

PART 2 PRODUCTS

2.01 GENERAL REQUIREMENTS

A. Dimension Lumber: Comply with PS 20 and requirements of specified grading agencies.

1. If no species is specified, provide any species graded by the agency specified; if no grading agency is specified, provide lumber graded by any grading agency meeting the specified requirements.

2. Grading Agency: Any grading agency whose rules are approved by the Board of Review, American Lumber Standard Committee (www.alsc.org) and who provides grading service for the species and grade specified; provide lumber stamped with grade mark unless otherwise indicated.

B. Lumber fabricated from old growth timber is not permitted.

2.02 DIMENSION LUMBER FOR CONCEALED APPLICATIONS

A. Sizes: Nominal sizes as indicated on drawings, S4S.

B. Moisture Content: S-dry or MC19.

C. Stud Framing (2 by 2 through 2 by 6 ):

Franklin Lake Campground Historic Building Restoration Historical Building Restoration Construction

ROUGH CARPENTRY 06 1000 - 1

1. Species: Any allowed under referenced grading rules.

D. Joist, Rafter, and Small Beam Framing (2 by 6 through 4 by 16 ):

1. Species: Any allowed under grading rules.

E. Miscellaneous Framing, Blocking, Nailers, Grounds, and Furring:

1. Lumber: S4S, No. 2 or Standard Grade.

2. Boards: Standard or No. 3.

2.03 CONSTRUCTION PANELS

A. Subflooring: APA PRP-108/APA PRP-108, Form B455: Rated Sheathing.

1. Exposure Class: Exterior.

2. Thickness: 3/4 inch, nominal.

B. Roof Sheathing: APA PRP-108/APA PRPR-108, Form B455,Rated Sheathing, Exterior Exposure Class, and as follows:

1. Thickness: 3/4 inch, nominal.

2.04 ACCESSORIES

A. Fasteners and Anchors:

1. Metal and Finish: Hot-dipped galvanized steel per ASTM A 153/A 153M for high humidity and preservative-treated wood locations, unfinished steel elsewhere.

2. Drywall Screws: Bugle head, hardened steel, power driven type, length three times thickness of sheathing.

B. Joist Hangers: Hot dipped galvanized steel, sized to suit framing conditions.

1. For contact with preservative treated wood in exposed locations, provide minimum G185 galvanizing per ASTM A 653/A 653M.

C. Subfloor Glue: Waterproof, water base, air cure type, cartridge dispensed.

2.05 FACTORY WOOD TREATMENT

A. Treated Lumber and Plywood: Comply with requirements of AWPA U1 - Use Category System for wood treatments determined by use categories, expected service conditions, and specific applications.

PART 3 EXECUTION

3.01 INSTALLATION - GENERAL

A. Select material sizes to minimize waste.

B. Reuse scrap to the greatest extent possible; clearly separate scrap for use on site as accessory components, including: shims, bracing, and blocking.

C. Where treated wood is used on interior, provide temporary ventilation during and immediately after installation sufficient to remove indoor air contaminants.

3.02 FRAMING INSTALLATION

A. Set structural members level, plumb, and true to line. Discard pieces with defects that would lower required strength.

B. Make provisions for temporary construction loads, and provide temporary bracing sufficient to maintain structure in true alignment and safe condition until completion of erection and installation of permanent bracing.

C. Install structural members full length without splices unless otherwise specifically detailed.

Franklin Lake Campground Historic Building Restoration Historical Building Restoration Construction

ROUGH CARPENTRY 06 1000 - 2

D. Comply with member sizes, spacing, and configurations indicated, and fastener size and spacing indicated, but not less than required by applicable codes and AFPA Wood Frame Construction Manual.

E. Construct double joist headers at floor and ceiling openings and under wall stud partitions that are parallel to floor joists; use metal joist hangers unless otherwise detailed.

F. Frame wall openings with two or more studs at each jamb; support headers on cripple studs.

3.03 BLOCKING, NAILERS, AND SUPPORTS

A. Provide framing and blocking members as indicated or as required to support finishes, fixtures, specialty items, and trim.

3.04 INSTALLATION OF CONSTRUCTION PANELS

A. Subflooring: Glue and nail to framing; staples are not permitted.

B. Roof Sheathing: Secure panels with long dimension perpendicular to framing members, with ends staggered and over firm bearing.

1. Nail panels to framing; staples are not permitted.

3.05 TOLERANCES

A. Framing Members: 1/4 inch from true position, maximum.

B. Variation from Plane (Other than Floors): 1/4 inch in 10 feet maximum, and 1/4 inch in 30 feet maximum.

3.06 CLEANING

A. Waste Disposal: Comply with the requirements of Section 01 7419.

1. Comply with applicable regulations.

2. Do not burn scrap on project site.

3. Do not burn scraps that have been pressure treated.

4. Do not send materials treated with pentachlorophenol, CCA, or ACA to co-generation facilities or “waste-to-energy” facilities.

B. Do not leave any wood, shavings, sawdust, etc. on the ground or buried in fill.

C. Prevent sawdust and wood shavings from entering the storm drainage system.

END OF SECTION

Franklin Lake Campground Historic Building Restoration Historical Building Restoration Construction

ROUGH CARPENTRY 06 1000 - 3

LOG CONSTRUCTION 06 1313

SECTION 06 1313

Log Construction

1.1 SECTION INCLUDES

A. Selective Replacement of Horizontal Log Construction

1.2 RELATED SECTIONS

A. Section 06 0010 Maintenance of Rough Carpentry

B. Section 06 2000 Finish Carpentry

C. Section 09 09000 Painting and Coating

1.3 REFERENCE STANDARDS

A. American Wood Preservers Association (AWPA) AWPA Standard M4-01: Standard for the care of preservative-treated wood products, 2001

B. U.S. Green Building Council (LEED) for Homes System SS 5: Nontoxic Pest Control;

C. Secretary of the Interior’s Standards for the Treatment of Historic Properties (36 CFR Part 68)

D. ASTM C 881-07 Standard Specification for Epoxy-Resin-Base Bonding Systems for Concrete

1.4 SUBMITTALS

A. Submit under provisions of Section 01 30 00.

B. Products: Manufacturer's printed literature for each product, including test data indicating compliance with requirements, and installation instructions.

C. Support Plan: Written description, including supporting drawings of jacking equipment, temporary supports and procedures used for the support of the log areas affected by repairs.

D. Contractor’s qualifications.

1.5 QUALITY ASSURANCE

A. Manufacturer Qualifications: Capable of providing field service representation during installation and who will approve the installer and application method.

B. Installer Qualifications: Installer experienced in performing log building restorations with a minimum of 3 years documented experience.

1.6 DELIVERY, STORAGE, AND HANDLING

A. Deliver products in time to avoid construction delays.

B. Deliver and store products in manufacturer's original packaging with identification labels intact.

C. Store products protected from weather and at temperature and humidity conditions recommended by manufacturer.

1.7 PROJECT CONDITIONS

A. Do not apply products under conditions outside manufacturer's requirements, which include:

1. Surfaces that are frozen; allow complete thawing prior to installation.

2. Surface and air temperatures below 40 degrees F (4 degrees C).

3. When surface or air temperature is not expected to remain above 40 degrees F

(4 degrees C) for at least 8 hours after application.

4. Less than 24 hours after a rain.

5. When rain is expected less than 6 hours after installation.

1.8 WARRANTY

A. See Section 01 78 00 - Closeout Submittals.

B. Provide manufacturer's standard warranty for not less than 1 year commencing on Date of Substantial Completion.

PART 2 PRODUCTS

2.1 REPLACEMENT LOG SECTIONS

A. White Pine Logs that are straight with a minimum taper which are peeled and dried to moisture content of: 15% or less.

B. For each reair use a log which matches the original log diameter within ½”.

C. Logs shall be stripped of bark and hewn to match existing log surface.

D. Trim end of log to match existing.

2.2 FIBERGLASS REINFORCING RODS

A. Manufacturers:

1. Hughes Brothers, Inc. www.hughesbrothers.com, Aslan 100 Fiberglass Rebar

2. Pultrall Inc. www.pultrall.com, V-rod fiberglass Rebar

B. Substitutions, See Section 01 6100

2.3 EPOXY

A. Epoxy shall a two component mixture, Low Odor, 100% solids, gun applied with a single use static mixer.

B. Epoxy Products shall comply with ASTM C-881 Type IV or V.

C. Epoxy shall be intended for use anchoring rods within solid wood.

PART 3 EXECUTION

3.1 EXAMINATION

A. Verify that substrates are acceptable for product installation; do not begin until substrates meet manufacturer's requirements.

3.2 PREPARATION

A. Support with jacks and posts all logs which bear on the log which is being replaced.

Install post before removing and damaged material. Install the post, and ensure that it has taken the weight of the logs above before removing any material to ensure that settlement does not occur.

B. Remove damaged log ends as shown on drawings. Remove log material back to clean, sound wood.

3.3 LOG END REPLACEMENT.

A. Cut and drill existing log, and replacement log as shown on drawings.

B. Clean all wood shavings from drill holes using compressed air.

C. Fill hole ½ way with epoxy prior to inserting reinforcing rod.

D. Insert rod using a twisting motion.

E. Repeat process on both sides of joint.

F. When joint is assembled support new log end securely until epoxy has cured for 24 hours. Install joint as shown on drawings. Do not seal or fill joint between existing log and replacement section.

3.4 CLEANING AND PROTECTION

A. At completion of work, remove protective coverings.

B. If surfaces that should have been protected from damage by this work have been damaged, clean, repair or replace to the satisfaction of the Architect.

C. Repair or replace damaged treated surfaces.

D. Protect completed work from damage during construction.

SECTION 06 2000

FINISH CARPENTRY

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Finish carpentry items.

B. Wood door frames, glazed frames.

C. Wood casings and moldings.

1.02 RELATED REQUIREMENTS

A. Section 08 1433 - Stile and Rail Wood Doors.

B. Section 09 9000 - Painting and Coating: Painting and finishing of finish carpentry items.

1.03 REFERENCE STANDARDS

A. 16 CFR 1201 - Safety Standard for Architectural Glazing Materials; current edition.

B. ASTM C 1036 - Standard Specification for Flat Glass; 2006.

C. AWI/AWMAC (QSI) - Architectural Woodwork Quality Standards Illustrated; Architectural Woodwork Institute and Architectural Woodwork Manufacturers Association of Canada; 2005, 8th Ed., Version 2.0.

D. AWPA U1 - Use Category System: User Specification for Treated Wood; American Wood-Preservers' Association; 2007.

1.04 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements for submittal procedures.

B. Samples: Submit two samples of wood trim 6 inch long.

1.05 QUALITY ASSURANCE

A. Fabricator Qualifications: Company specializing in fabricating the products specified in this section with minimum three years of documented experience.

1.06 DELIVERY, STORAGE, AND HANDLING

A. Protect work from moisture damage.

PART 2 PRODUCTS

2.01 MATERIALS - GENERAL

A. Unless otherwise indicated provide products of quality specified by AWI Architectural Woodwork Quality Standards Illustrated for Premium grade.

2.02 WOOD-BASED COMPONENTS

A. Wood fabricated from old growth timber is not permitted.

2.03 LUMBER MATERIALS

A. Softwood Lumber: Pine species, smooth sawn, maximum moisture content of 6 percent; with vertical grain, of quality suitable for transparent finish.

2.04 ACCESSORIES

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FINISH CARPENTRY 06 2000 - 1

A. Plain Glass: ASTM C 1036 annealed float glass, clear, 6 mm thick minimum.

B. Wood Filler: Solvent base, tinted to match surface finish color.

2.05 FABRICATION

A. Shop assemble work for delivery to site, permitting passage through building openings.

B. When necessary to cut and fit on site, provide materials with ample allowance for cutting.

Provide trim for scribing and site cutting.

2.06 SHOP FINISHING

A. Sand work smooth and set exposed nails and screws.

B. Apply wood filler in exposed nail and screw indentations.

C. On items to receive transparent finishes, use wood filler that matches surrounding surfaces and is of type recommended for the applicable finish.

D. Finish work in accordance with AWI Architectural Woodwork Quality Standards Illustrated, Section 1500:

1. Transparent: Nitrocellulose lacquer (formerly TR-1).

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify adequacy of backing and support framing.

B. Verify mechanical, electrical, and building items affecting work of this section are placed and ready to receive this work.

3.02 INSTALLATION

A. Set and secure materials and components in place, plumb and level.

B. Carefully scribe work abutting other components, with maximum gaps of 1/32 inch. Do not use additional overlay trim to conceal larger gaps.

3.03 PREPARATION FOR SITE FINISHING

A. Set exposed fasteners. Apply wood filler in exposed fastener indentations. Sand work smooth.

3.04 TOLERANCES

A. Maximum Variation from True Position: 1/16 inch.

B. Maximum Offset from True Alignment with Abutting Materials: 1/32 inch.

END OF SECTION

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FINISH CARPENTRY 06 2000 - 2

SECTION 07 0150.19

PREPARATION FOR RE-ROOFING

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Removal of existing roofing system in preparation for a new roof membrane system.

1.02 PRICE AND PAYMENT PROCEDURES

A. See Bid Solicitation documents for additional unit price requirements.

B. Repair Existing Wood Deck:

1. Basis of Measurement: By the square foot.

2. Basis of Payment: Includes replacing decking with new material of same thickness.

1.03 ADMINISTRATIVE REQUIREMENTS

A. Schedule work to coincide with commencement of installation of new roofing system.

1.04 FIELD CONDITIONS

A. Do not remove existing roofing membrane when weather conditions threaten the integrity of the building contents or intended continued occupancy.

B. Maintain continuous temporary protection prior to and during installation of new roofing system.

PART 2 PRODUCTS

2.01 MATERIALS

A. Temporary Protection: Sheet polyethylene; provide weights to retain sheeting in position.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that existing roof surface is clear and ready for work of this section.

3.02 PREPARATION

A. Sweep roof surface clean of loose matter.

B. Remove loose refuse and dispose off site.

3.03 MATERIAL REMOVAL

A. Remove only existing roofing materials that can be replaced with new materials the same day.

B. Remove metal counter flashings.

C. Repair existing wood deck surface to provide smooth working surface for new roof system.

3.04 PROTECTION

A. Provide for surface drainage from sheeting to existing drainage facilities.

END OF SECTION

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PREPARATION FOR RE-ROOFING 07 0150.19 - 1

SECTION 07 2100

THERMAL INSULATION

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Batt insulation and vapor retarder in exterior wall, ceiling, and roof construction.

1.02 REFERENCE STANDARDS

A. ASTM C 665 - Standard Specification for Mineral-Fiber Blanket Thermal Insulation for Light Frame Construction and Manufactured Housing; 2006.

B. ASTM E 84 - Standard Test Method for Surface Burning Characteristics of Building Materials;

2008.

C. ASTM E 136 - Standard Test Method for Behavior of Materials in a Vertical Tube Furnace At 750 Degrees C; 2004.

1.03 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements, for submittal procedures.

B. Product Data: Provide data on product characteristics, performance criteria, and product limitations.

1.04 FIELD CONDITIONS

A. Do not install insulation adhesives when temperature or weather conditions are detrimental to successful installation.

PART 2 PRODUCTS

2.01 APPLICATIONS

A. Insulation in Wood Framed Walls: Batt insulation with integral vapor retarder.

B. Insulation in Wood Framed Ceiling Structure: Batt insulation with integral vapor retarder.

2.02 BATT INSULATION MATERIALS

A. Where batt insulation is indicated, either glass fiber or mineral fiber batt insulation may be used, at Contractor's option.

B. Glass Fiber Batt Insulation: Flexible preformed batt or blanket, complying with ASTM C 665;

friction fit.

1. Combustibility: Non-combustible, when tested in accordance with ASTM E 136, except for facing, if any.

2. Thermal Resistance: R of 13 (walls), 19 (ceiling).

3. Facing: Aluminum foil, flame spread 25 rated; one side.

4. Manufacturers:

a. CertainTeed Corporation: www.certainteed.com.

b. Johns Manville Corporation: www.jm.com.

c. Knauf Insulation GmbH: www.knaufinsulation.us.

d. Owens Corning Corp: www.owenscorning.com.

e. Other manufacturers subject to owner's approval.

C. Mineral Fiber Batt Insulation: Flexible preformed batt or blanket, complying with ASTM C 665;

friction fit; unfaced flame spread index of 0 (zero) when tested in accordance with ASTM E 84.

1. Smoke Developed Index: 0 (zero), when tested in accordance with ASTM E 84.

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THERMAL INSULATION 07 2100 - 1

2.03 ACCESSORIES

A. Sheet Vapor Retarder: clear polyethylene film, 6 mil thick.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that substrate, adjacent materials, and insulation materials are dry and that substrates are ready to receive insulation.

B. Verify substrate surfaces are flat, free of honeycomb, fins, irregularities, or materials or substances that may impede adhesive bond.

3.02 BATT INSTALLATION

A. Install insulation and vapor retarder in accordance with manufacturer's instructions.

B. Install in exterior wall and roof spaces without gaps or voids. Do not compress insulation.

C. Trim insulation neatly to fit spaces. Insulate miscellaneous gaps and voids.

D. Fit insulation tightly in cavities and tightly to exterior side of mechanical and electrical services within the plane of the insulation.

E. Install with factory applied vapor retarder membrane facing warm side of building spaces. Lap ends and side flanges of membrane over framing members.

F. Tape seal butt ends, lapped flanges, and tears or cuts in membrane.

G. Tape seal tears or cuts in vapor retarder.

H. Extend vapor retarder tightly to full perimeter of adjacent window and door frames and other items interrupting the plane of the membrane. Tape seal in place.

3.03 PROTECTION

A. Do not permit installed insulation to be damaged prior to its concealment.

END OF SECTION

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THERMAL INSULATION 07 2100 - 2

SECTION 07 3113

ASPHALT SHINGLES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Asphalt shingle roofing.

B. Flexible sheet membranes for eave protection, underlayment, and valley protection.

C. Associated metal flashings and accessories.

1.02 RELATED REQUIREMENTS

A. Section 06 1000 - Rough Carpentry: Roof sheathing.

B. Section 07 6200 - Sheet Metal Flashing and Trim: Edge and cap flashings.

1.03 REFERENCE STANDARDS

A. ASTM D 225 - Standard Specification for Asphalt Shingles (Organic Felt) Surfaced with Mineral Granules; 2007.

B. ASTM D 226 - Standard Specification for Asphalt-Saturated Organic Felt Used in Roofing and Waterproofing; 2006.

C. ASTM D 1970 - Standard Specification for Self-Adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roofing Underlayment for Ice Dam Protection; 2001.

D. ASTM D 3462 - Standard Specification for Asphalt Shingles Made From Glass Felt and Surfaced With Mineral Granules; 2007.

E. ASTM D 4586 - Standard Specification for Asphalt Roof Cement, Asbestos-Free; 2007.

F. Miami (APD) - Approved Products Directory; Miami-Dade County; database at www.miamidade.gov/buildingcode.

1.04 SUBMITTALS

A. See Division 1 for administrative requirements and submittal procedures.

B. Product Data: Provide data indicating material characteristics.

C. Shop Drawings: For metal flashings, indicate specially configured metal flashings, fastening methods and locations, and installation details.

D. Samples: Submit two samples of each shingle color indicating color range and finish texture/pattern.

1.05 MOCK-UP

A. Provide mock-up of 100 sq ft, including underlayment.

B. Locate where directed.

C. Mockup may remain as part of the Work.

1.06 FIELD CONDITIONS

A. Do not install shingles or eave protection membrane when surface temperatures are below 45 degrees F.

PART 2 PRODUCTS

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ASPHALT SHINGLES 07 3113 - 1

2.01 SHINGLES

A. Manufacturers:

1. Atlas Roofing Corporation: www.atlasroofing.com.

2. GAF Materials Corporation: www.gaf.com.

3. Owens Corning Corp: www.owenscorning.com.

4. Certainteed: www.certainteed.com.

5. Other manufacturers subject to Owner's approval.

B. Asphalt Shingles: Asphalt-coated glass felt, mineral granule surfaced, complying with ASTM D 3462; Class A fire resistance.

1. Warranted Wind Speed: Not less than tested wind resistance.

2. Miami-Dade County approved.

3. Weight: 245 lb/100 sq ft.

4. Warranty: 30 years.

5. Self-sealing type.

6. Style: Laminated overlay.

7. Basis of Design: Match shingle color and style of Recreation Hall.

8. Color: Selected by Contract Officer.

2.02 SHEET MATERIALS

A. Eave Protection Membrane: Self-adhering polymer-modified asphalt sheet complying with ASTM D 1970; 40 mil total thickness; with strippable treated release paper and polyethylene sheet top surface.

B. Underlayment: Asphalt-saturated organic roofing felt, unperforated, complying with ASTM D 226, Type II ("No.30").

2.03 ACCESSORIES

A. Nails: Standard round wire shingle type, of hot-dipped zinc coated steel, 12 gage, 0.105 inch shank diameter, 3/8 inch head diameter, of sufficient length to penetrate through roof sheathing or 3/4 inch into roof sheathing or decking.

B. Plastic Cement: ASTM D 4586, asphalt roof cement.

C. Zinc Strip: Provide continuous zinc strip on each side of ridge.

2.04 METAL FLASHINGS

A. Metal Flashings: Provide sheet metal eave edge, gable edge, and chimney flashing.

1. Provide shapes, styles and materials to match existing construction in-kind.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify existing conditions prior to beginning work.

B. Verify that deck is of sufficient thickness to accept fasteners.

C. Verify that roof penetrations and plumbing stacks are in place and flashed to deck surface.

D. Verify deck surfaces are dry, free of ridges, warps, or voids.

3.02 PREPARATION

A. Broom clean deck surfaces before installing underlayment or eave protection.

B. Install eave edge flashings tight with fascia boards. Weather lap joints 2 inches and seal with plastic cement. Secure flange with nails spaced 24 inches on center.

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ASPHALT SHINGLES 07 3113 - 2

3.03 INSTALLATION - EAVE PROTECTION MEMBRANE

A. Install eave protection membrane from eave edge to minimum 2 ft up-slope beyond interior face of exterior wall.

B. Install eave protection membrane in accordance with manufacturer's instructions.

3.04 INSTALLATION - UNDERLAYMENT

A. At Roof Slopes Greater Than 4:12 : Install underlayment perpendicular to slope of roof, with ends and edges weather lapped minimum 4 inches. Stagger end laps of each consecutive layer. Nail in place. Weather lap minimum 4 inches over eave protection.

B. Items projecting through or mounted on roof: Weather lap and seal watertight with plastic cement.

3.05 INSTALLATION - SHINGLES

A. Install shingles in accordance with manufacturer's instructions.

1. Fasten strip shingles using 4 nails per strip, or as required by code, whichever is greater.

B. Place shingles in straight coursing pattern with 5 inch weather exposure to produce double thickness over full roof area. Provide double course of shingles at eaves.

C. Project first course of shingles 3/4 inch beyond fascia boards or drip edge.

D. Extend shingles 1/2 inch beyond face of gable edge fascia boards.

E. Complete installation to provide weather tight service.

END OF SECTION

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ASPHALT SHINGLES 07 3113 - 3

SECTION 07 6200

SHEET METAL FLASHING AND TRIM

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Fabricated sheet metal items, including flashings and counterflashings.

1.02 RELATED REQUIREMENTS

A. Section 07 3113 - Asphalt Shingles: Flashings associated with shingle roofing.

1.03 REFERENCE STANDARDS

A. ASTM A 653/A 653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2007.

B. ASTM D 226 - Standard Specification for Asphalt-Saturated Organic Felt Used in Roofing and Waterproofing; 2006.

C. ASTM D 4586 - Standard Specification for Asphalt Roof Cement, Asbestos-Free; 2007.

D. SMACNA (ASMM) - Architectural Sheet Metal Manual; Sheet Metal and Air Conditioning Contractors' National Association; 2003.

1.04 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements, for submittal procedures.

1.05 QUALITY ASSURANCE

A. Perform work in accordance with SMACNA Architectural Sheet Metal Manual requirements and standard details, except as otherwise indicated.

1.06 DELIVERY, STORAGE, AND HANDLING

A. Stack material to prevent twisting, bending, and abrasion, and to provide ventilation. Slope metal sheets to ensure drainage.

B. Prevent contact with materials that could cause discoloration or staining.

PART 2 PRODUCTS

2.01…