NOTE TO READER: Where applicable, the content of this page is replicated in the RoofStar Guarantee Standards sections of this Manual

Size: px
Start display at page:

Download "NOTE TO READER: Where applicable, the content of this page is replicated in the RoofStar Guarantee Standards sections of this Manual"

Transcription

1 Roof Decks Contents 1 General 2 Wood Decks 2.1 Wood Board Decks 2.2 Plywood Decks 2.3 Non-veneer Wood Decks 3 Concrete Decks 4 Steel Decks 5 Roof Expansion Joints 6 Roof Divider / Control Joints NOTE TO READER: Where applicable, the content of this page is replicated in the RoofStar Guarantee Standards sections of this Manual 1 General The roof deck must be designed to serve two major functions: As a structural component to transfer the weight of live and dead loads to supporting members. Live loads include construction equipment and workers, rain, snow, and ice. Dead loads include the deck itself, the roofing system, HVAC units and, possibly, landscaping. Most decks must also act as a diaphragm, transmitting wind or seismic lateral forces to the buildings structural framework. As a suitable substrate to which the roof membrane or roof system is attached. Prior to the application of the roof system, the deck must be smooth, straight, and free of "humps" or depressions. These can counteract any sloped insulation systems installed by the roofing contractor and cause ponding. On new construction projects, this is usually provided by the general contractor with review by the design authority and/or the building authority having jurisdiction. In addition, the roof deck must comply with several guiding principles, to be acceptable for a RoofStar Guarantee: For low slope (membrane roof or waterproofing systems) it should provide positive slope to drain (required for a RoofStar 5-Year Roofing Guarantee, RoofStar 10-Year Roofing Guarantee, or for a RoofStar 5-Year Waterproofing Guarantee for new construction and for organic felt membrane systems when re-roofing). Positive slope to drain is attained when no standing water remains on the deck within a reasonable amount of time after rainfall stops during days with conditions that permit evaporation. Where required, crickets and saddles should be provided to assist drainage. Slope can be provided by sloping the deck, or using tapered insulation boards or insulating fill (insulating fill is rarely used in B.C.). Tapered slope insulation products can only be used to provide slope if any differences from level in the roof deck are less than the percentage of slope provided by the insulation. A minimum slope of 1:50 (1/4" in 12") is strongly recommended. The exception is often drain wells that are designed to collect water and provide a flat surface for the installation of roof drains. Therefore, standing water may remain in drain wells for a longer

2 period of time after a rainfall stops. It should be dimensionally stable and capable of accommodating roof system component movement. Deck deflections should be limited to 1/240 of the total span, but must conform to the BC Building Code (latest edition). For plywood decks, the RoofStar Guarantee Program limits the allowable deck deflection to 1/360 of the total span to prevent differential edge movement. Concentrated, non-uniform construction loads should be considered during design. Drains should be located at points of maximum deflection whenever possible, not over columns or bearing walls. Building settlement can often cause slopes to change and low spots to appear on the roof surface. Prior to the commencement of roofing, any curbs, cants and blocking that are to be installed by others, should be in place. 2 Wood Decks Wood is a common construction material that has been used for many years because of its economy, ease of fabrication, lighter construction, and ready availability. Acceptable wood roof decks may include wood board decks, plywood decks, and, subject to restrictions, non-veneered wood decks (oriented strand board, waferboard, etc.). All types of wood decks should be roofed promptly after installation. All wood decks shall be properly fastened to the BC Building Code requirements (latest edition). With the exception of standard insulated roof systems, all knots or cracks shall be covered with metal prior to acceptance of deck surface.this work is to be done by others. Non-veneer (O.S.B. or wafer board) panels are acceptable sheathing for decks with low-slope roofing applications, provided the roofing membrane is not fully adhered directly to the panels. The minimum plywood or nonveneer (O.S.B or wafer board) deck thickness for low-slope roofing (i.e., membrane roofing) shall be a minimum 12.7 mm (1/2")and as indicated in the applicable the BC Building Code (latest edition). All types of wood decks should be roofed promptly after installation. Differential edge movements or deflection in excess of1/360 of the span in plywood or non-veneer decks in low slope roofing must be prevented by: solid blocking under non-supported edges, and /or use of tongue-and-groove plywood with non-grooved edges supported by joists or solid blocking, and / or when rigid insulation is over the deck, properly sized and installed H-clips must be used on the unsupported edges. 2.1 Wood Board Decks Wood board decks include tongue-and-groove, shiplapped, or splined boards or planks usually ranging from 19 mm to 89 mm (nominal 1" to 4") thickness. Also 38 mm (nominal 2") by various width boards, placed on end, can be spiked together to form a mill deck. The thickness of the boards is determined by the anticipated loads and spacing of roof joists or trusses (consult the BC Building Code - latest edition). Wood board decks should be of sound seasoned lumber, properly secured to supporting structure. The deck should form a firm smooth surface, free from knotholes, cracks, projections, depressions

3 and other defects. Prior to the roofing contractor's acceptance of the deck, minor knotholes and cracks should be covered with securely nailed sheet metal (performed by others). Wood board decks, especially mill decks, often have so many surface defects that a plywood overlay is desirable (9.5 mm (3/8") plywood is often acceptable). A plywood overlay is required for asphalt shingle roofs. Where a plywood overlay is not required, a mechanically fastened base sheet or separator sheet is required for built-up roofs or fully-adhered bituminous or modified bituminous flexible roofing membranes. For non-bituminous flexible membranes (elastomeric or plastomeric membranes such as EPDM or PVC), a slip sheet or separator sheet should be installed according to membrane manufacturer's recommendations. Separation sheets, slip sheets, and mechanically fastened base sheets are installed to help relieve stresses in the membrane due to movement of the deck. 2.2 Plywood Decks Plywood roof decks consist of exterior type plywood mechanically fastened to the roof framing. The plywood panels should conform to CSA 0121, Douglas Fir Plywood, CSA 0151, Canadian Softwood Plywood, or CSA 0153, Poplar Plywood, as per the BC Building Code (latest edition) requirements. For steep slope roofing (e.g. asphalt shingles), plywood thickness must - as a minimum - conform to the BC Building Code (latest edition); however, the following minimum plywood thickness should be considered: 12.7 mm (1/2") for 400 mm (16") o/c supports 15.9 mm (5/8") for 600 mm (24") o/c supports. Note: Required for asphalt shingle applications when Z-Bars (girts) are used as the attachment method. These thickness / span ratios will minimize deck deflection, especially with construction loads, and will provide a better surface for nailing as the bouncing effect of thin plywood s is reduced. For low slope roofing (e.g. BUR), plywood must be minimum 12.7 mm (1/2") thick unless mechanically attached rigid insulation is installed prior to the roofing membrane. The minimum centres for supporting members are: 400 mm (16") for 12.7 mm (1/2") plywood sheathing 600 mm (24") for 15.9 mm (5/8") plywood sheathing For low-slope roofing, differential edge movement and deflection in excess of 1/360 of the span must be prevented by: solid blocking under non-supported edges, and / or use of tongue-and-groove plywood with non-grooved edges supported by joists or solid blocking, and / or when rigid insulation is over the deck, properly sized and installed H-clips should be used on the unsupported edges. Plywood roof sheathing should be installed with the surface grain at right angles to the roof framing,

4 with end joints staggered. Plywood decks receiving roofing directly applied to the deck should be attached using wood screws or nails which are especially resistant to pull-out or nail popping, particularly when using a singleply membrane (i.e., use ring-type or ardox; smooth common nails are not acceptable). Nail popping is usually caused by a combination of thermal and structural movement and is especially critical where the membrane is directly adhered to the deck. All fasteners should have a corrosion-resistant coating (such as galvanizing). The structural suitability of the fastener is the responsibility of the design authority. 2.3 Non-veneer Wood Decks Non-veneer panels are identified as waferboard or oriented strand board (OSB) panels, as opposed to plywood or veneered panels. Non-veneer (O.S.B. or waferboard) panels are acceptable decks on low-slope roofing applications when an approved separation sheet or rigid insulation is mechanically attached before roofing is applied. The use of non-veneered panels in steep slope applications with asphalt shingles applied directly to the deck is also not recommended by the RoofStar Guarantee Program, as there can be an increased chance of deck deflection between supporting trusses or rafters. 3 Concrete Decks Concrete roof decks include decks that are cast-in-place or pre-cast, and structural or non-structural in nature. Although this roof deck category includes numerous variations (discussed later), many of the precautions involved with roofing over them are similar. The finished surface of the deck should be smooth, level, and free of moisture or frost. All ridges or projections should be removed; and curbs, cants, blocking, and nailing strips should be installed where required prior to the roofing contractor's acceptance of the deck. With cast-in-place decks, special care must be taken to ensure that the deck is cured for 28 days and that the surface is dry (A simple test for determining whether the deck is dry enough for roofing is to apply hot asphalt to the deck; if it foams or is easily peeled off after it cools, the deck is too wet.). Pre-cast decks may require joints to be taped or stripped-in with felts, and the joints, weld plates, and elevation differences to be feathered with grout. Concrete decks, curbs and equipment pads must be clean, dry, and smooth prior to commencement of roofing. Poured concrete or lightweight concrete decks are not to be roofed for a minimum of 28 days after pouring unless expressly instructed in writing by the Project Structural Engineer. Although some concrete decks are considered nailable, insulation is most commonly attached by using proprietary adhesives, or by applying hot asphalt over a primed deck. In the latter case, the asphalt is mopped to the deck and allowed to cool to the point where the insulation is not melted, but is still sufficiently bonded to the deck. Built-up roof membranes can be directly adhered to both cast-in-place decks and, provided precautions are taken, to pre-cast decks. Vented base sheets may be used to provide semi-adherence

5 to the roof deck. Concrete roof decks include: Cast-in-place reinforced concrete Pre-cast concrete panels Pre-stressed concrete Lightweight insulating concrete Poured gypsum concrete A cast-in-place reinforced concrete roof deck is produced by pouring concrete into form work containing reinforcing steel bars or welded steel mesh. The surface of deck should be screeded and troweled to provide a smooth, level surface. Caution should be exercised when using certain curing agents and techniques. Curing agents may not be compatible with roofing materials and some curing techniques do not allow the deck to dry sufficiently. Precast concrete-panel roof decks consist of manufactured panels designed to span between beams or load-bearing walls. They are available in the following cross-sectional shapes: single T, double T, solid slabs, hollow-core slabs, inverted channels, and tongue-and-groove planks. Metal plates may be installed to provide a welded structural connection and lateral bracing. Pre-stressed concrete roof decks consist of concrete (usually precast panels) that is pre-stressed using integral steel tendon reinforcement. The unit is compressed to counteract flexural (bend) tensile stresses which usually result in a cambered unit (a slight curve that results in the centre of the unit being higher than the supporting ends). The camber will usually flatten once the structure is loaded. Lightweight insulating concrete roof decks and fills consist of concrete mixtures that have vermiculite or perlite as insulating aggregates, or they may also be produced by mixing pregenerated foam with portland cement and water. This type of deck is usually designed for application over steel decks, corrugated metal forms, or bulb-tee or formboard systems. The concrete mixture is placed and screeded on site. Usually these mixes use a very high water / cement ratio and may require a lengthy cure time and a vented base sheet because of high moisture content. Vented base sheets provide a path for moisture vapour to vent to an appropriate point where the vapour may be released. Poured gypsum concrete roof decks consist of a mixture of gypsum concrete, wood fibres or mineral aggregate, and water. The mixture is poured into formboards that contain welded or woven galvanized wire fabric. The formboards are left in place and may provide the finished interior surface. 4 Steel Decks Steel roof decks are constructed of light gauge (usually 22, 20, or 18 gauge) cold-rolled steel sections (panels) that are usually galvanized. In cross-section the panels are ribbed, with the ribs usually spaced at 150 mm (6") on centre. The ribs provide the strength and rigidity of the panels. Steel decks are generally supported by open-web steel joist framing and are welded or mechanicallyfastened to the framework. Steel deck panels must be properly aligned, squarely intersect walls, and provide a smooth level surface for roofing.

6 For insulated roof assemblies, a thermal barrier may be required to conform with Building Code or fire insurance-rated assemblies. This is usually required where the insulation is classified as combustible. Uninsulated systems require a leveling underlay for the membrane. Gypsum board may serve both purposes (thermal barrier & level surface). Minimum thickness of insulations should be checked carefully to ensure that the material can safely span the flutes. The insulation or insulation overlay must be mechanically-fastened to the deck, unless it is a ballasted system. Corrosion Protection For New Steel Roof Decks When steel roof decks are specified, the RoofStar Guarantee Program recommends that the design authority specify the decking be factory-galvanized or factory-coated with aluminum zinc alloy for corrosion protection. When specifying galvanized protection (in the section of the specifications addressing metal decking), the design authority should specify a coating that complies with ASTM A 525 Class G-60 or Class G-90. A G-90 coating provides greater corrosion protection than a G-60 coating (the ASTM specification previously identified G-60 as light commercial and G-90 as commercial ). When specifying aluminium zinc alloy protection (in the section of the specification addressing metal decking), the design authority should specify a coating that complies with ASTM A 792. An aluminum zinc alloy coating provides greater corrosion protection than a G-90 galvanized coating. NOTE: The above recommendation applies to most buildings. However, in highly corrosive or chemical atmospheres, special care in specifying protective finishes should be taken, and individual deck manufacturers should be contacted. 5 Roof Expansion Joints (See Construction Details to view the illustrated application of RoofStar Guarantee Standards for various membrane assemblies) Roof expansion joints are designed to prevent membrane splitting and ridging (caused by either movement of the building, or movement of the roof assembly due to thermal expansion and contraction). Roof expansion joints should be considered wherever: the type of deck changes additions connect to existing buildings expansion and control joints exist in the structural system separate wings of a building join (e.g. L or T configurations) interior heating conditions change differential movement may occur (e.g. parapet detail where the deck is not supported by the wall) The location of roof expansion joints must be clearly indicated on the drawings and in the specifications, as the installation of wood blocking and cants is the responsibility of others and must be in place prior to the roofing contractor's acceptance of the deck.

7 6 Roof Divider / Control Joints (See Construction Details to view the illustrated application of RoofStar Guarantee Standards for various membrane assemblies) Roof dividers (sometimes referred to as control joints or area dividers) are built on-site. They are designed to help control thermal expansion and contraction stresses in the roof system where no structural expansion joint has been provided in the building design. Roof dividers are especially useful for controlling stress concentration in the membrane, and should be considered (and may be required) on all fully-adhered roof membrane systems. A roof divider is usually designed as two raised wood members attached to a wood base-plate that is securely anchored to the roof deck and then properly flashed with membrane and metal. Roof dividers should divide the roof into approximately equal, regularly-shaped areas. Ideally, roof dividers should be located at the high points of the roof, with drainage away from the divider on both sides, but DRAINAGE MUST NOT BE IMPEDED BY THE ROOF DIVIDER. RoofStar Guarantee Standards for a five (5) and ten (10) year guaranteed built-up roof membrane requires roof dividers / control joints to divide roofs into areas approximately 45 m x 45 m (150' x 150'), at changes of deck material and decking direction, at re-entrant corners, and at junctions or additions to existing structure. The location of roof dividers must be clearly indicated on the drawings and in the specifications, as the installation of wood blocking and cants is the responsibility of others and must be in place prior to the roofing contractor's acceptance of the deck. NOTE that the requirement for roof divider / control joints for flexible membranes differs, and must be evaluated on a product performance basis. Roof Deck Overlay Home

Anchor bolts ASTM F1554, Gr. 36 Wide flange beams ASTM A992, Fy = 50 ksi Misc. structural steel ASTM A36, Fy = 36 ksi

Anchor bolts ASTM F1554, Gr. 36 Wide flange beams ASTM A992, Fy = 50 ksi Misc. structural steel ASTM A36, Fy = 36 ksi STRUCTURAL NOTES MATERIAL STRENGTHS Structural Steel Reinforcing Steel Concrete Masonry Structural Lumber Anchor bolts ASTM F1554, Gr. 36 Wide flange beams ASTM A992, Fy = 50 ksi Misc. structural steel

More information

SECTION PLATE CONNECTED WOOD TRUSSES

SECTION PLATE CONNECTED WOOD TRUSSES SECTION 06173 PLATE CONNECTED WOOD TRUSSES PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Shop fabricated wood trusses for roof and floor framing. 2. Bridging, bracing, and anchorage. B. Related Sections:

More information

SECTION 07530CP EPDM MEMBRANE ROOFING

SECTION 07530CP EPDM MEMBRANE ROOFING PART 1 GENERAL 1.1 SUMMARY SECTION 07530CP EPDM MEMBRANE ROOFING A. Section includes: 1. Adhered membrane roofing and flashing 2. Mechanically fastened roof insulation 3. Walkway pads 1.2 ARCHITECTURAL

More information

LP OSB Sheathing & Structural 1 Sheathing

LP OSB Sheathing & Structural 1 Sheathing Rated OSB Sheathing Roof Panels Span Ratings Max. Live Load Thickness Span Rating for Roofs (lbs)** 3/8" 24/0 30 7/16" 24/16 40 15/32" 32/16 70 1/2" 32/16 70 19/32" 40/20 130 23/32" 48/24 175 1-1/8" 48

More information

CITY OF RICHMOND PINE CAMP COMMUNITY CENTER ROOF REPLACEMENT PROJECT RCS PROJECT NO

CITY OF RICHMOND PINE CAMP COMMUNITY CENTER ROOF REPLACEMENT PROJECT RCS PROJECT NO SECTION 07220 - ROOF INSULATION PART 1 - GENERAL 1.01 DESCRIPTION A. Work included: The Roofing Contractor will provide all polyisocyanurate insulation and high density wood fiber roof insulation (tapered

More information

SECTION THERMOPLASTIC POLYOLEFIN (TPO) ROOFING PART 1 - GENERAL 1.1 RELATED DOCUMENTS

SECTION THERMOPLASTIC POLYOLEFIN (TPO) ROOFING PART 1 - GENERAL 1.1 RELATED DOCUMENTS SECTION 075423 - THERMOPLASTIC POLYOLEFIN (TPO) ROOFING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including Division 00 Bidding Requirements and other Division

More information

Light-Metal Roof Edge, Raised

Light-Metal Roof Edge, Raised NAIL WOOD CANT TO BLOCKING 2 ROWS STAGGERED EACH ROW 24 O.C. 1/2 MIN. 10 0 MAX. FASTEN 18 O.C. WITH NEOPRENE GASKETED FASTENERS 3-1/2 MIN. 4 6 JOINT COVER PLATE SET IN TWO BEADS OF SEALANT 4 MIN. SPECIFIED

More information

SECTION A. ACSE 7 Minimum Loads for Buildings and other Structures.

SECTION A. ACSE 7 Minimum Loads for Buildings and other Structures. SECTION 06 12 00 STRUCTURAL INSULATED PANELS ------------------------------------------------------------------------------------------------------------ PART 1- GENERAL ----------------------------- 1.1

More information

2018 British Columbia Building Code Public Review of Proposed Changes

2018 British Columbia Building Code Public Review of Proposed Changes 2018 British Columbia Building Code Public Review of Proposed Changes PROPOSED CHANGE: Asbestos CHANGE NUMBER: 2018-BCBC-03-Asbestos CODE REFERENCE: 2015 National Building Code Division B Various Articles

More information

NCMA TEK TEK 19-5A FLASHING DETAILS FOR CONCRETE MASONRY WALLS

NCMA TEK TEK 19-5A FLASHING DETAILS FOR CONCRETE MASONRY WALLS NCMA TEK National Concrete Masonry Association an information series from the national authority on concrete masonry technology FLASHING DETAILS FOR CONCRETE MASONRY WALLS TEK 19-5A Water Penetration Resistance

More information

Lightweight Insulating Concrete Roof Decks

Lightweight Insulating Concrete Roof Decks MeARlCrEte Tm Lightweight Insulating Concrete Roof Decks WWW.AErIXINDUsTrIEs.COm M EARLCRETETM lightweight insulating concrete is produced on the job site by mixing Portland cement -water slurry with the

More information

SECTION MODIFIED BITUMINOUS MEMBRANE ROOFING Peel & Roof

SECTION MODIFIED BITUMINOUS MEMBRANE ROOFING Peel & Roof SECTION 07550 MODIFIED BITUMINOUS MEMBRANE ROOFING Peel & Roof This section is based on the products of MFM Building Products Corp., which is located at: 525 Orange St. P. O. Box 340 Coshocton, OH 43812

More information

Roof Replacement. Notes: T-1 (Title Sheet) Roof Key Plan Russell House Student Union 1400 Greene Street Columbia, South Carolina 29208

Roof Replacement. Notes: T-1 (Title Sheet) Roof Key Plan Russell House Student Union 1400 Greene Street Columbia, South Carolina 29208 Notes: Drawing Index T-1 Title R-1 Roof Plan - Existing Conditions R-2 Roof Plan - New D-1 Roof Details D-2 Roof Details D-3 Roof Details M-1 Mechanical - Roof Plan M-2 Mechanical - Details Roof Key Plan

More information

INSULATION RETROFIT DESIGN ENERGY SOLUTIONS CENTRE YUKON GOVERNMENT

INSULATION RETROFIT DESIGN ENERGY SOLUTIONS CENTRE YUKON GOVERNMENT INSULATION RETROFIT DESIGN ENERGY SOLUTIONS CENTRE YUKON GOVERNMENT MAY 2009 prepared by N. A. JACOBSEN, P.Eng. CIVIL ENGINEERING CONSULTANT Whitehorse, Yukon ENERGY SOLUTIONS CENTRE YUKON GOVERNMENT MAY

More information

SECTION NON-STRUCTURAL METAL FRAMING

SECTION NON-STRUCTURAL METAL FRAMING PART 1 - GENERAL 1.1 DESCRIPTION SECTION 09 22 16 1. Use this section only for NCA projects. 2. Delete between //----// if not applicable to project. Also delete any other item or paragraph not applicable

More information

BEARING METAL STUD FRAMING

BEARING METAL STUD FRAMING L-1 Section 05410 Long Form Specification LOAD BEARING METAL STUD FRAMING This section includes axially loaded steel studs, with unique slotted top channels, usually of 0.91, 1.2 and 1.5 mm (16, 18, or

More information

1. Decks, balconies, and sun porches 2. Walkways, ramps, and stairways 3. Patios and courtyards

1. Decks, balconies, and sun porches 2. Walkways, ramps, and stairways 3. Patios and courtyards SECTION 07185 TRAFFIC MEMBRANE PART 1 GENERAL 1.1 SECTION INCLUDES A. Traffic membrane, consisting of welded seam PVC waterproofing, over f following surfaces: 1. Decks, balconies, and sun porches 2. Walkways,

More information

SECTION TURBINE VENTILATORS

SECTION TURBINE VENTILATORS SECTION 07 72 00 TURBINE VENTILATORS **This is a CSI Three-Part Specification using CSI MasterFormat 2004-2010 Section Numbers and Titles. This specification must be edited to suit your particular project.

More information

ROOFING CONTRACTORS GENERAL TRADE KNOWLEDGE EXAMINATION CONTENT INFORMATION

ROOFING CONTRACTORS GENERAL TRADE KNOWLEDGE EXAMINATION CONTENT INFORMATION ROOFING CONTRACTORS GENERAL TRADE KNOWLEDGE EXAMINATION CONTENT INFORMATION Revised September 14 The General Trade Knowledge portion of the examination is administered daily in Computer Based Testing (CBT)

More information

The Contractor is responsible for quality control, including workmanship and materials furnished by his subcontractors and suppliers.

The Contractor is responsible for quality control, including workmanship and materials furnished by his subcontractors and suppliers. SECTION 05 31 23 - STEEL ROOF DECKING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the contract, including General and Supplementary Conditions and Division 01 - Specification

More information

A. The extent of extruded aluminum walkway covers is shown on the Drawings and as specified herein.

A. The extent of extruded aluminum walkway covers is shown on the Drawings and as specified herein. SECTION 10530 - EXTRUDED ALUMINUM WALKWAY COVERS PART I - GENERAL.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General, Supplementary, and Special Conditions and Division

More information

Industry Standard Terms & Definitions Of The Steel Deck Institute

Industry Standard Terms & Definitions Of The Steel Deck Institute Industry Standard Terms & Definitions Of The Steel Deck Institute A specialized set of jargon to describe common terms used by manufacturers and other professionals associated with the usage of Steel Deck

More information

11 FLAT ROOF CONSTRUCTION

11 FLAT ROOF CONSTRUCTION CARPENTRY & JOINERY FCA CARPENTRY & JOINERY THEORY 11 FLAT ROOF Flat Roofs The definition of a flat roof is any roof which has a slope of less than 10 degrees or a fall ratio of 1:6. This type of roof

More information

SECTION MANUFACTURED ROOF EXPANSION JOINTS

SECTION MANUFACTURED ROOF EXPANSION JOINTS SECTION 07 71 29 - MANUFACTURED ROOF EXPANSION JOINTS PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division

More information

COMMERCIAL BUILDING APPLICATIONS

COMMERCIAL BUILDING APPLICATIONS EXPANDED POLYSTYRENE FOR COMMERCIAL BUILDING APPLICATIONS www.falconfoam.com Commercial Building Ap Expanded Polystyrene Insulation Falcon Foam leads the commercial building industry with products that

More information

Louis Armstrong New Orleans International Airport NOAB Project # North Terminal Development Program Phase 1

Louis Armstrong New Orleans International Airport NOAB Project # North Terminal Development Program Phase 1 Louis Armstrong New Orleans International Airport NOAB Project # 8910-01233 PART 1 - GENERAL SECTION 07 71 29 - MANUFACTURED ROOF EXPANSION JOINTS 1.1 RELATED DOCUMENTS A. Drawings and general provisions

More information

JC Code & Construction Consultants, Inc. Advanced Training: The FBC & ASTM C 1063

JC Code & Construction Consultants, Inc. Advanced Training: The FBC & ASTM C 1063 JC Code & Construction Consultants, Inc. Advanced Training: The FBC & ASTM C 1063 1 Welcome! This course was developed by : JC Code & Construction Consultants, Inc. DBPR Provider Number 0003379 www.jccode.com

More information

PLYWOOD FLOATING FLOOR

PLYWOOD FLOATING FLOOR PLYWOOD FLOATING FLOOR Read First These suggestions represent generally accepted procedures for successful installation of Enka Building Products. These instructions may be followed, modified, or rejected

More information

B.U.R., Modified & Shingle. Roofing Systems. Section 3 - Low Slope Roofing Installation Instructions

B.U.R., Modified & Shingle. Roofing Systems. Section 3 - Low Slope Roofing Installation Instructions B.U.R., Modified & Shingle Roofing Systems Section 3 - Low Slope Roofing Installation Instructions 3.1 Storage & Handling The following is a list of Malarkey basic requirements for handling and storing

More information

Structural Tests and Special Inspections Form. Inspection of Fabricators (1704.2)

Structural Tests and Special Inspections Form. Inspection of Fabricators (1704.2) Inspection of Fabricators (1704.2) Furnish inspection reports (1704.2.1) - Fabricators that have not been approved Provide a Certificate of Compliance (1704.2.2) - Approved Fabricators Steel Construction

More information

Structural Inspection

Structural Inspection General: Background: An inspection and structural analysis have been performed for the purpose of evaluating the buildings structural systems and components. A full set of structural drawings was utilized

More information

SECTION STEEL DECKING

SECTION STEEL DECKING SECTION 05 31 00 STEEL DECKING SPEC WRITER NOTE: 1. Delete text between // // not applicable to project. Edit remaining text to suit project. 2. Refer to Section 05 36 00, COMPOSITE METAL DECKING for floor

More information

ACCESSORY STRUCTURE Building permit information For 1 & 2-family dwellings

ACCESSORY STRUCTURE Building permit information For 1 & 2-family dwellings ACCESSORY STRUCTURE Building permit information For 1 & 2-family dwellings Building Safety Department 400-2 nd Street South St. Cloud, MN 56301 (320) 255-7239 A building permit is required for any accessory

More information

A. National Roofing Contractors Association (NRCA) Roofing and Waterproofing Manual

A. National Roofing Contractors Association (NRCA) Roofing and Waterproofing Manual SECTION 07 22 16 - ROOF AND DECK INSULATION Specifier Note: There are numerous types of roof insulation, some which are installed in multiple-layer roof assemblies. Specifier to verify Project requirements

More information

SECTION 1043 FENCE MATERIAL

SECTION 1043 FENCE MATERIAL SECTION 1043 FENCE MATERIAL 1043.1 Scope. This specification covers the material required in the construction of chainlink fence and woven wire fence. 1043.2 Basis of Acceptance. The basis of acceptance

More information

SPECIFICATION GUIDELINE

SPECIFICATION GUIDELINE Environmental StoneWorks specification guideline should be used to assist design professionals in the preparation of projects. Edit and delete items that may not be applicable. Verify all referenced section

More information

SECTION ROOF SPECIALTIES

SECTION ROOF SPECIALTIES PART 1 - GENERAL 1.1 DESCRIPTION SECTION 07 71 00 1. Use this section only for NCA projects. 2. Delete between // // if not applicable to project. Also delete any other item or paragraph not applicable

More information

Colphene BSW Training and Application Guide. Colphene BSW Waterproofing Membrane. 1. Prepare substrate

Colphene BSW Training and Application Guide. Colphene BSW Waterproofing Membrane. 1. Prepare substrate Colphene BSW Training and Application Guide Colphene BSW Waterproofing Membrane. 1. Prepare substrate Substrate must be structurally sound. Surface must be free of voids, spalled areas, loose aggregate,

More information

DIVISION: FINISHES SECTION: PORTLAND CEMENT PLASTERING REPORT HOLDER: PROWALL BUILDING PRODUCTS, INC.

DIVISION: FINISHES SECTION: PORTLAND CEMENT PLASTERING REPORT HOLDER: PROWALL BUILDING PRODUCTS, INC. 0 ICC-ES Report ICC-ES (800) 423-6587 (562) 699-0543 www.icc-es.org 000 Most Widely Accepted and Trusted ESR-3720 Reissued 09/2016 This report is subject to renewal 09/2018. DIVISION: 09 00 00 FINISHES

More information

SIKALASTIC-152 EXTERIOR WATERPROOFING MEMBRANE. Product. Scope. Appraisal No. 811 [2013] Appraisal No. 811 (2013) Amended 28 August 2017

SIKALASTIC-152 EXTERIOR WATERPROOFING MEMBRANE. Product. Scope. Appraisal No. 811 [2013] Appraisal No. 811 (2013) Amended 28 August 2017 SIKALASTIC-152 EXTERIOR WATERPROOFING MEMBRANE Amended 28 August 2017 BRANZ Appraisals Technical Assessments of products for building and construction. Sika (NZ) Ltd PO Box 19 192 Avondale Auckland 1746

More information

CITY OF CITRUS HEIGHTS BUILDING & SAFETY DIVISION

CITY OF CITRUS HEIGHTS BUILDING & SAFETY DIVISION BUILDING & SAFETY DIVISION 6360 FOUNTAIN SQUARE DRIVE, CITRUS HEIGHTS, CA 95621 Phone: (916) 727-4760 Purpose: To establish a procedure for complying with the provisions of Chapter 15 of the California

More information

SECTION HANGERS AND SUPPORTS FOR PLUMBING

SECTION HANGERS AND SUPPORTS FOR PLUMBING SECTION 22 05 29 HANGERS AND SUPPORTS FOR PLUMBING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division

More information

SECTION G RELIEF VENTS A-0

SECTION G RELIEF VENTS A-0 SECTION G A-0 TABLE OF CONTENTS Thaler Or Equal RV-1A/-RV-1C Relief Vent RV-2A/-RV-2C Relief Vent RV-3A/-RV-3C One Way Relief Vent Relief Vent Specification G-0 G-1 G-2 G-3 G-4, G-5, G-6 WHAT IT TAKES

More information

BBA 001 Documents included under the scope of BBA s ISO UKAS accreditation

BBA 001 Documents included under the scope of BBA s ISO UKAS accreditation BBA 001 Documents included under the scope of BBA s ISO 17065 UKAS accreditation Product Standard Building Systems and Kits BBA Technical Specification 001 Ceiling Products BBA Technical Specification

More information

DIVISION: THERMAL AND MOISTURE PROTECTION SECTION: MODIFIED BITUMINOUS SHEET ROOFING REPORT HOLDER:

DIVISION: THERMAL AND MOISTURE PROTECTION SECTION: MODIFIED BITUMINOUS SHEET ROOFING REPORT HOLDER: 0 Most Widely Accepted and Trusted ICC-ES Evaluation Report ICC-ES 000 (800) 423-6587 (562) 699-0543 www.icc-es.org ESR-3909 Issued 07/2017 This report is subject to renewal 07/2018. DIVISION: 07 00 00

More information

ASSEMBLY DESIGN CRITERIA

ASSEMBLY DESIGN CRITERIA Issue: 01 Revision: 00 Page 1 of 7 1 ASSEMBLY - GENERAL 1.1 The work of this section includes the provision of all design, labour, materials, equipment and services required to fabricate and install roof

More information

Firestone Polyiso Boards

Firestone Polyiso Boards Firestone Polyiso Boards Superior energy efficiency. Superior protection. Firestone Polyiso Boards POLISOBROUK10.indd 1 1/04/10 14:26 Firestone Polyiso Boards Firestone total roofing systems Since Firestone

More information

POST FRAME BUILDING STANDARDS

POST FRAME BUILDING STANDARDS CASS COUNTY, MISSOURI BUILDING CODES, ENVIRONMENTAL HEALTH AND ZONING DEPARTMENT 30508 S. West Outer Road, Harrisonville, MO 64701 P- (816) 380-8134 F- (816) 380-8130 POST FRAME BUILDING STANDARDS 201.3

More information

COLLEGE CLASSROOM & DORMITORY SPECIFICATION SECTION 08100

COLLEGE CLASSROOM & DORMITORY SPECIFICATION SECTION 08100 COLLEGE CLASSROOM & DORMITORY SPECIFICATION SECTION 08100 Part 1 General 1.01 Work Included A. The work under this section shall include the furnishing of all items shown on the drawings and as specified,

More information

UNIFIED FACILITIES GUIDE SPECIFICATIONS

UNIFIED FACILITIES GUIDE SPECIFICATIONS USACE / NAVFAC / AFCEC / NASA UFGS-03 41 16.08 (May 2015) ------------------------------ Preparing Activity: NASA Superseding UFGS-03 41 16.08 (August 2012) UFGS-03 41 16 (November 2008) UNIFIED FACILITIES

More information

Lightweight Insulating Concrete Systems

Lightweight Insulating Concrete Systems Lightweight Insulating Concrete Systems A sustainable, high performance roof insulation solution. A Siplast Lightweight Insulating Concrete System and Paradiene 20/30 FR Roof System were installed on this

More information

DIVISION 03 CONCRETE SPECIFICATION : FORMS AND FORMWORK

DIVISION 03 CONCRETE SPECIFICATION : FORMS AND FORMWORK DIVISION 03 CONCRETE SPECIFICATION 031000: FORMS AND FORMWORK PART 1.0 GENERAL 1.1 DESCRIPTION The work of this specification includes furnishing of all labor, materials, equipment and incidentals to install,

More information

SECTION COLD-FORMED METAL FRAMING

SECTION COLD-FORMED METAL FRAMING SECTION 05400 PART I - GENERAL 1.01 DESCRIPTION A. Scope: Work of this Section shall include all materials and installation necessary to provide all cold formed metal framing. B. This Section includes:

More information

SECTION Specification for Building Limes Specification For Building Sands from Natural Sources Methods of Tests for Paints.

SECTION Specification for Building Limes Specification For Building Sands from Natural Sources Methods of Tests for Paints. SECTION 09200 PART 1 - GENERAL 1.01 DESCRIPTION A. Extent of Work: The extent of lath and plaster work is shown on the drawings and in schedules and includes interior and exterior plaster work, and fibreglass

More information

BUILDING CODES Presented by CORUM ENGINEERING

BUILDING CODES Presented by CORUM ENGINEERING BUILDING CODES Presented by CORUM ENGINEERING AGENDA I. The Basics of Foundations A. Footer Designs B. Foundation Walls 1. Non-Backfilled Walls 2. Backfilled Walls (Retaining Walls) C. Slabs vs. Crawl

More information

SECTION PRE-ENGINEERED WOOD POST FRAME BUILDING SYSTEM. B. Products Supplied But Not Installed Under This Section:

SECTION PRE-ENGINEERED WOOD POST FRAME BUILDING SYSTEM. B. Products Supplied But Not Installed Under This Section: SECTION 13125 FRAME BUILDING SYSTEM PART 1 GENERAL 1.01 SUMMARY A. Section Includes: Primary and secondary wood structural framing systems, roofing and wall covering systems, roof and wall insulation,

More information

Cladding Attachment Solutions for Exterior Insulated Commercial Walls

Cladding Attachment Solutions for Exterior Insulated Commercial Walls Cladding Attachment Solutions for Exterior Insulated Commercial Walls By Graham Finch, Dipl.T, MASc, P.Eng. & James Higgins, Dipl.T. No. 011 December 2015 rdh.com 1 Introduction The use of exterior insulation

More information

EMERGENCY MANAGEMENT PREPAREDNESS AND ASSISTANCE TRUST FUND ARC 4496 Evaluation Questionnaire

EMERGENCY MANAGEMENT PREPAREDNESS AND ASSISTANCE TRUST FUND ARC 4496 Evaluation Questionnaire EMERGENCY MANAGEMENT PREPAREDNESS AND ASSISTANCE TRUST FUND ARC 4496 Evaluation Questionnaire Additional Instructions and Clarifications 1. Please review ARC 4496 before beginning the project identification

More information

The Contractor is responsible for quality control, including workmanship and materials furnished by his subcontractors and suppliers.

The Contractor is responsible for quality control, including workmanship and materials furnished by his subcontractors and suppliers. SECTION 05 31 33 - STEEL FORM DECKING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the contract, including General and Supplementary Conditions and Division 01 - Specification

More information

SPECIFICATION GUIDELINE

SPECIFICATION GUIDELINE SPECIFICATION GUIDELINE Environmental Stoneworks Corporate Office 6300 East Stapleton Drive South Denver, CO 80216 Phone (303) 309-3040 Fax (303) 309-3059 www.estoneworks.com Environmental Stoneworks specification

More information

SECTION HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT

SECTION HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT SECTION 220529 - PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Steel pipe hangers and supports. 2. Metal framing systems. 3. Thermal-hanger shield inserts. 4. Fastener systems.

More information

HCD DSA OSHPD 1 2 1/AC AC SS SS/CC

HCD DSA OSHPD 1 2 1/AC AC SS SS/CC CALIFORNIA BUILDING CODE MATRIX ADOPTION TABLE CHAPTER 25 GYPSUM BOARD AND PLASTER (Matrix Adoption Tables are non-regulatory, intended only as an aid to the user. See Chapter 1 for state agency authority

More information

Section II Subfloor Guidelines & Specifications Page Chapter 4 Wood Subfloor Guidelines 23 Chapter 5 Concrete Subfloor Guidelines 26 Chapter 6

Section II Subfloor Guidelines & Specifications Page Chapter 4 Wood Subfloor Guidelines 23 Chapter 5 Concrete Subfloor Guidelines 26 Chapter 6 Section II Subfloor Guidelines & Specifications Page Chapter 4 Wood Subfloor Guidelines 23 Chapter 5 Concrete Subfloor Guidelines 26 Chapter 6 Installing a Subfloor Over Concrete 27 24 National Wood Flooring

More information

10 EXTREME BASEMENT PANELS

10 EXTREME BASEMENT PANELS 10 EXTREME BASEMENT PANELS On Granular Footings 1. The type of soil is a factor in determining foundation construction details such as footing design, backfill, and drainage provisions. Soils are classified

More information

SECTION EXPANSION CONTROL

SECTION EXPANSION CONTROL SECTION 07 95 00 PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply

More information

HALIFAX HUMANE SOCIETY BOARDING AND GROOMING FACILITY SECTION STYRENE-BUTADIENE-STYRENE (SBS) MODIFIED BITUMINOUS

HALIFAX HUMANE SOCIETY BOARDING AND GROOMING FACILITY SECTION STYRENE-BUTADIENE-STYRENE (SBS) MODIFIED BITUMINOUS SECTION 075216 - PART 1 - GENERAL 1.1 SUMMARY A. Section includes styrene-butadiene-styrene (SBS) modified bituminous membrane roofing. 1.2 DEFINITIONS A. Hot Roofing Asphalt: Roofing asphalt heated to

More information

xiii Preface to the Fifth Edition Preface to the Second Edition Factors for Conversion to SI Units of

xiii Preface to the Fifth Edition Preface to the Second Edition Factors for Conversion to SI Units of Structural Steel Designer's Handbook Table Of Contents: Contributors xiii Preface to the Fifth Edition xv Preface to the Second Edition xvii Factors for Conversion to SI Units of xix Measurement Chapter

More information

1 Firestone EPDM Roofing Systems

1 Firestone EPDM Roofing Systems 1 Firestone 1. Firestone EPDM Systems To ensure a long-lasting, trouble-free roof today, it is not sufficient to manufacture high quality roofing membranes. Experience learned that roofing membranes need

More information

CS-100 Guide Specifications

CS-100 Guide Specifications MANUFACTURER CUSTOM-BILT METALS 1333 Corporate Drive, Suite 103 Irving, Texas 75038-2520 (800) 826-7813 or info@custombiltmetals.com www.custombiltmetals.com CS-100 Guide Specifications This Guide Specification

More information

Application Instructions for Dryvit Backstop NT For Use Beneath Claddings Other Than Dryvit EIFS

Application Instructions for Dryvit Backstop NT For Use Beneath Claddings Other Than Dryvit EIFS Application Instructions for Dryvit Backstop NT For Use Beneath Claddings Other Than Dryvit EIFS CHECKLIST PRIOR TO THE INSTALLATION OF BACKSTOP NT - SMOOTH AND TEXTURE Project Conditions Maximum storage

More information

Specifications. Materials and Fabrication. Physical Properties. Environmental Impact. Sizes. Installation - General Requirements.

Specifications. Materials and Fabrication. Physical Properties. Environmental Impact. Sizes. Installation - General Requirements. Specifications Materials and Fabrication Physical Properties LP FlameBlock Fire-Rated OSB Sheathing panels are made of oriented strand board (OSB) with a fire-resistant, cementitious coating (Pyrotite

More information

The Structural Redesign of Boyds Bear Country and its Related Systems. Boyds Bear Country, Pigeon Forge, Tennessee

The Structural Redesign of Boyds Bear Country and its Related Systems. Boyds Bear Country, Pigeon Forge, Tennessee The Structural Redesign of Boyds Bear Country and its Related Systems Included in this Presentation: Background and Existing System Proposal Problem / Solution Structural System Redesigns Pre-cast Concrete

More information

SECTION ROOF ACCESSORIES

SECTION ROOF ACCESSORIES PART 1 - GENERAL 1.1 DESCRIPTION SECTION 07 72 00 1. Use this section only for NCA projects. 2. Delete between // // if not applicable to project. Also delete any other item or paragraph not applicable

More information

THE SITUATION WITH STEEL DECKS

THE SITUATION WITH STEEL DECKS THE SITUATION WITH STEEL DECKS Steel roof deck design can affect roof system selection and design by Mark S. Graham 32 www.professionalroofing.net MARCH 2017 teel roof decks commonly are encountered in

More information

CONTRACT NUMBER: W912DQ-08-C % CORRECTED DESIGN 28 JULY 2008

CONTRACT NUMBER: W912DQ-08-C % CORRECTED DESIGN 28 JULY 2008 SECTION 092900 - GYPSUM BOARD 1.1 SUMMARY A. This Section includes the following: 1. Interior gypsum board. 2. Tile backing panels. B. Related Sections include the following: 1. Division 06 Section "Rough

More information

MASTERFORMAT SPECIFICATION

MASTERFORMAT SPECIFICATION Contact: PFB Manufacturing, LLC Insulspan SIP Plant 9012 East US 223 Blissfield, MI, USA 49228-0026 Phone: 800.726.3510 Plasti-Fab Ltd. Head Office 100, 2886 Sunridge Way N.E. Calgary, AB Canada, T1Y 7H9

More information

1. The subfloor must be structurally sound and able to withstand live and dead loads with a deflection limitation of L/360.

1. The subfloor must be structurally sound and able to withstand live and dead loads with a deflection limitation of L/360. HARDWOOD FLOOR Read First These suggestions represent generally accepted procedures for successful installation of Maxxon Products. These instructions may be followed, modified or rejected by the owner,

More information

DIVISION: THERMAL AND MOISTURE PROTECTION SECTION: METAL ROOF PANELS SECTION: METAL WALL PANELS REPORT HOLDER:

DIVISION: THERMAL AND MOISTURE PROTECTION SECTION: METAL ROOF PANELS SECTION: METAL WALL PANELS REPORT HOLDER: 0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) 4 6587 (562) 699 0543 www.icc es.org ESR 3152 Reissued 08/2017 This report is subject to renewal 08/2018. DIVISION: 07 00 00

More information

SECTION PRE-ENGINEERED BUILDING INSULATION

SECTION PRE-ENGINEERED BUILDING INSULATION PART 1 GENERAL SECTION 07213 PRE-ENGINEERED BUILDING INSULATION Microsoft Word Instructions: Display hidden notes to specifier by using "Tools"/"Options"/"View"/"Hidden Text". 1.1 SECTION INCLUDES A. Pre-Engineered

More information

LISTING INFORMATION OF Weyerhaeuser - TJI Joists SPEC ID: 26948

LISTING INFORMATION OF Weyerhaeuser - TJI Joists SPEC ID: 26948 LISTING INFORMATION OF Weyerhaeuser - TJI Joists SPEC ID: 26948 Weyerhaeuser NR Company 33663 Weyerhaeuser Way S PO Box 9777, WTC 1K5 Federal Way, WA 98063 This report is for the exclusive use of Intertek

More information

COMMERCIAL ROOFING SYSTEMS

COMMERCIAL ROOFING SYSTEMS Flex Membrane International Corp. 2670 Leiscz s Bridge Road, Suite 400, Leesport, PA 19533 Tel: 610-916-9500 Fax: 610-916-9501 COMMERCIAL ROOFING SYSTEMS FLEX FB (Fleece Backed) ELVALOY, FLEX MF/R (Smooth

More information

CTIOA Field Report

CTIOA Field Report CERAMIC TILE INSTITUTE OF AMERICA, INC. 12061 Jefferson Blvd., Culver City, CA 90230-6219 CTIOA Field Report 84-2-2 SUBJECT: WORKING WITH PORTLAND CEMENT CONCRETE I. INTRODUCTION A. Concrete, like many

More information

Lamit Industries, Inc. 710 Marion Road Columbus, Ohio P-(614) F-(614)

Lamit Industries, Inc. 710 Marion Road Columbus, Ohio P-(614) F-(614) Lamit Industries, Inc. 710 Marion Road Columbus, Ohio 43207 P-(614)444-3010 F-(614)444-4264 info@lamitindustries.com www.lamitindustries.com SECTION 06120 STRUCTURAL INSULATED PANELS PART 1 GENERAL 1.01

More information

STATE UNIVERSITY CONSTRUCTION FUND. UNIVERSITY CON DIRECTIVE 5-1 Issue date: October 2014

STATE UNIVERSITY CONSTRUCTION FUND. UNIVERSITY CON DIRECTIVE 5-1 Issue date: October 2014 STATE STRUCTION FUND DIRECTIVE 5-1 Issue date: October 2014 STRUCTURAL STEEL 1. General: It is the Fund's policy that the design of the structural steel is the prime responsibility of the project's Structural

More information

STEEL STUD, TRIMS AND ACCESSORIES FOR DRYWALL CONSTRUCTION MONTREAL TORONTO CALGARY EDMONTON VANCOUVER THE STRENGTH WITHIN

STEEL STUD, TRIMS AND ACCESSORIES FOR DRYWALL CONSTRUCTION MONTREAL TORONTO CALGARY EDMONTON VANCOUVER THE STRENGTH WITHIN STEEL STUD, TRIMS AND ACCESSORIES FOR DRYWALL CONSTRUCTION MONTREAL TORONTO CALGARY EDMONTON VANCOUVER THE STRENGTH WITHIN STEEL STUD AND TRACK FOR DRYWALL PARTITIONS TAKE ADVANTAGE OF THE SAVINGS IN TIME

More information

RAY-CORE Structural Insulated Roof and Wall Panels

RAY-CORE Structural Insulated Roof and Wall Panels SUBMITTAL 20180101 RAY-CORE Structural Insulated Roof and Wall Panels Closed Cell Polyurethane Foam Insulation Douglas Fir Studs STANDARD FEATURES Insulation, Framing and Wrap in a 4 wide panel Available

More information

Beginning of the Course

Beginning of the Course Beginning of the Course Topics we will Cover What is Stucco? What does InterNACHI require? How to Identify Stucco Type. Primary Concerns Related to Stucco. How to Inspect during a Home Inspection. What

More information

SECTION CLAY BARREL TILE ROOFING. A. American Society for Testing and Materials (ASTM):

SECTION CLAY BARREL TILE ROOFING. A. American Society for Testing and Materials (ASTM): SECTION 07320 CLAY BARREL TILE ROOFING PART 1 GENERAL 1.01 SUMMARY A. Related Sections: 1. 02072 - Removals. 2. 07600 - Flashing and Sheet Metal. 1.02 REFERENCES A. American Society for Testing and Materials

More information

A. Meet at Project site <insert number> days before starting installation.

A. Meet at Project site <insert number> days before starting installation. SECTION 074643 - COMPOSITION SIDING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Engineered wood cladding. 2. Soffit panels. 3. Trim and fascia. 4. Sealant. 5. Weather barrier. 6. Flashing. 1.2

More information

ANSI/APA PRS Standard for Performance-Rated Structural Insulated Panels in Wall Applications

ANSI/APA PRS Standard for Performance-Rated Structural Insulated Panels in Wall Applications ANSI/APA PRS-610.1 Standard for Performance-Rated Structural Insulated Panels in Wall Applications 2008 APA - The Engineered Wood Association Draft 2 January 2008 Copyright 2008 by APA 7011 South 19th

More information

SL175 Panel Technical Data Guide

SL175 Panel Technical Data Guide Description SL175 is a integral snap-lock standing seam roofing panel used on commercial and residential applications. The panel is factory formed in continuous lengths up to 60-0 long. Attachment to either

More information

HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT SECTION HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT

HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT SECTION HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT 13686.00 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT 230529-1 SECTION 230529 - HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT 1.1 SUMMARY A. Section Includes: 1. Metal pipe hangers and supports.

More information

ITEM 458 WATERPROOFING FOR STRUCTURES

ITEM 458 WATERPROOFING FOR STRUCTURES ITEM 458 WATERPROOFING FOR STRUCTURES 458.1. Description. This Item shall govern for the furnishing and placing of waterproofing on concrete and steel bridge decks of railroad structures and on other structures

More information

PERM-FLEX ASSEMBLY DIRECT APPLICATION TO CEMENTITIOUS SUBSTRATES MANUFACTURERS SPECIFICATION / SECTION 09960

PERM-FLEX ASSEMBLY DIRECT APPLICATION TO CEMENTITIOUS SUBSTRATES MANUFACTURERS SPECIFICATION / SECTION 09960 STUC-O-FLEX PERM-FLEX ASSEMBLY DIRECT APPLICATION TO CEMENTITIOUS SUBSTRATES MANUFACTURERS SPECIFICATION / SECTION 09960 PART 1 - GENERAL 1.01 DESCRIPTION Provide all labor, materials and equipment necessary

More information

Design No. P922 September 26, Restrained Assembly Rating 1, 1-1/2 or 2 Hr (See Items 6, 7) Unrestrained Assembly Rating 0 Hr (See Item 6)

Design No. P922 September 26, Restrained Assembly Rating 1, 1-1/2 or 2 Hr (See Items 6, 7) Unrestrained Assembly Rating 0 Hr (See Item 6) Design No. P922 September 26, 2003 Restrained Assembly Rating 1, 1-1/2 or 2 Hr (See Items 6, 7) Unrestrained Assembly Rating 0 Hr (See Item 6) Unrestrained Beam Rating 1, 1-1/2 or 2 Hr (See Item 7) 1.

More information

The Contractor is responsible for quality control, including workmanship and materials furnished by his subcontractors and suppliers.

The Contractor is responsible for quality control, including workmanship and materials furnished by his subcontractors and suppliers. SECTION 05 31 13 STEEL FLOOR DECKING PART 1 - GENERAL 1.1 RELATED DOCUMENTS Drawings and general provisions of the contract, including General and Supplementary Conditions and Division 01 - Specification

More information

SECTION HVAC GRAVITY VENTILATORS

SECTION HVAC GRAVITY VENTILATORS SECTION 23 37 23 HVAC GRAVITY VENTILATORS PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification

More information

Technical Notes 28 - Anchored Brick Veneer, Wood Frame Construction Rev August 2002

Technical Notes 28 - Anchored Brick Veneer, Wood Frame Construction Rev August 2002 Technical Notes 28 - Anchored Brick Veneer, Wood Frame Construction Rev August 2002 Abstract: This Technical Notes deals with the prescriptive design of brick veneer with wood frame construction in buildings

More information

SECTION CAST-IN-PLACE CONCRETE

SECTION CAST-IN-PLACE CONCRETE SECTION 03300 CAST-IN-PLACE CONCRETE PART 1 GENERAL 1.01 SECTION INCLUDES A. The Contractor shall furnish all work and materials, including cement, sand and coarse aggregate, water, admixtures, curing

More information

City of Republic Community Development Department. Residential Roofs REVISION DATE: JANUARY 2017

City of Republic Community Development Department. Residential Roofs REVISION DATE: JANUARY 2017 City of Republic Community Development Department Residential Roofs REVISION DATE: JANUARY 2017 A residential roof permit is required for new roofs and for replacement roofs when the replacement area is

More information