WOOD DECKING SECTION PART 1-GENERAL 1.01 RELATED DOCUMENTS
|
|
- Marybeth Jackson
- 7 years ago
- Views:
Transcription
1 PART 1-GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section SUMMARY A. The work of this Section includes provision of exterior timber decking, framing, sleepers and appurtenances necessary for the wood decking and related structures in the following locations: 1. Wood wharf at the central wharf B. Related work specified elsewhere: 1.03 SUBMITTALS 1. Section 03300, Cast-in-Place Concrete A. Product Data: Submit manufacturer's specifications, data, and installation instructions for materials, components, accessories, and finishes of this Section including the following: 1. Material certificates for dimension lumber specified to comply with minimum allowable unit stresses. Indicate species and grade selected for each use and design values approved by the American Lumber Standard Committee's (ALSC) Board of Review. a. A certificate, issued by an accredited laboratory, attesting to minimum design stresses, as obtained from testing of samples taken from the batch to be supplied for this work, shall accompany this statement. b. Include example of identifying mark that will be exhibited on each timber piece as specified in Part 2 article, entitled "Materials, General" herein. 2. Wood treatment data as follows, including chemical treatment manufacturer's instructions for handling, storing, installing, and finishing treated materials. a. Timber Preservative Inspection: Submit the inspection report of an independent inspection agency that offered timber products requiring preservative treatment comply with AWPA standards. Identify treatment on each piece by the quality mark of an agency accredited by the Board of Review of the American Lumber Standard Committee. b. Include Material Safety Data Sheets (MSDS) and Consumer Information Sheets (CIS) associated with timber preservative treatment. Comply with all safety precautions indicated on MSDS and CIS. 3. Wood finish/seal materials B. Shop Drawings: Submit fabrication and installation details, including plans, elevations, sections, fastenings, and attachments to other work for review. Shop drawings shall indicate at a minimum: 1. Fabrication details 2. Framing details 3. Location of all joints (butted ends) of deck planks 4. Location and number of framing and decking fasteners C. Samples ERIE CANAL HARBOR Page 473
2 1. Wood decking for initial selection: Material samples, 24 inches long, showing the full range of finishes available for products specified in the thickness and sizes shown on the Contract Drawings. D. Delivery Inspection List: Field inspect and submit a verification list of each treated timber member and each strapped bundle of treated lumber indicating the wording and lettering of the quality control markings, the species and the condition of the wood. Do not incorporate materials damaged in the transport from plant to site. Inspect all preservative treated wood, visually to ensure there are no excessive residual materials or preservative deposits. Material shall be clean and dry or it will be rejected due to environmental concerns QUALITY ASSURANCE A. Standard for Solid-Sawn Wood Decking: Comply with AITC 112. B. Mock Up/Field Sample for Verification: Construct 4' x 4' field sample of each type of wood decking for construction procedures, color, thickness, and finish/end seal. Include sleepers and other representative connection details, fitting condition at change of direction, and end conditions DELIVERY, STORAGE AND HANDLING A. Delivery: Schedule delivery of materials at the site at such time as required for proper coordination of the work. Receive materials in manufacturer's unopened packages and bearing manufacturer's label. B. Keep materials under cover and dry. Protect from weather and contact with damp or wet surfaces. Stack lumber and decking. Provide for air circulation within and around stacks and under temporary coverings. C. Store all wood material in a dry, well-ventilated, weather tight place. D. Close-stack treated timber and lumber material in a manner that will prevent long timbers or preframed material from sagging or becoming crooked. Keep ground under and within 5 feet of such piles free of weeds, rubbish, and combustible materials. Protect materials from weather. Handle treated timber with ropes or chain slings without dropping, breaking outer fibers, bruising, or penetrating surface with tools. Do not use cant dogs, peaveys, hooks, or pike poles. Protect timber and hardware from damage. E. Protect all wood material from contamination with protective coverings as recommended by the supplier PROJECT CONDITIONS A. Field Measurements: Verify decking dimensions by field measurements before fabrication and indicate field measurements on Shop Drawings. B. Coordinate fabrication schedule with construction progress to avoid delaying the Work. PART 2 - PRODUCTS 2.01 MATERIALS, GENERAL A. General: Comply with DOC PS 20 and with applicable grading rules of inspection agencies certified by ALSC's Board of Review. ERIE CANAL HARBOR Page 474
3 B. Moisture Content: Provide wood decking with 12 percent maximum moisture content at time of dressing. C. Provide timber and wood deck materials which have been selected for their surface flatness, smoothness, and freedom from surface blemishes where exposed to view in the finished unit. Exposed-to-view surfaces which exhibit pitting, seam marks, roller marks, "oil-canning" stains, discoloration, or other imperfections on finished units will not be acceptable. D. All lumber shall be identified and branded with the grade mark of a recognized association or independent inspection agency using the specific grading requirements of an association recognized as covering the species used. The association or independent inspection agency shall be certified by the ALSC Board of Review, to grade the species used. E. Timber and lumber sizes as shown on drawings are nominal sizes and section properties of Standard Dressed Sawn Lumber (S1S) as defined by ANSI/NfoPA-NDS-1991, National Design Specification for Wood Construction, unless noted otherwise. 1. Wood members specifically dimensioned shall have a net section bearing the dimensions noted on drawings, as opposed to nominal sizes. F. Timbers to be used in construction of all wood items shall be seasoned in order to minimize the amount of checking after installation. The Contractor shall guarantee the wood against checking and splits for the duration of the Work WOOD DECKING A. Softwood Decking: Provide solid rough sawn Southern Yellow Pine No. 1 or better timber and lumber, fabricated in the sizes and dimensions as indicated on the contract drawings or specified herein. Provide deck softwood in maximum lengths possible to suit deck configurations. 1. Softwood decking shall be solid wood milled decking construction without laminations. 2. General: Provide dimension lumber and timber of grades indicated or specified according to the ALSC national grading rule (NGR) provisions of the inspection agency indicated. 3. Preservative treat as specified in article entitled "Preservative Treatment." 4. All decking shall be further sorted by the producer/manufacturer to meet the following requirements: a. Knots - all edges & ends shall be free from knots. b. Ring shake - not allowed. c. Splits and checks - none. d. Decay - not al lowed. e. All timbers shall be dense, containing not less than 6 annular rings per inch and 1/3 or more of summer wood. f. Moisture content: perwic standards; not greater than 12 percent maximum; air-dry or kiln-dry unless otherwise shown. B. Accessory materials and components: 1. End seal treatment: ERIE CANAL HARBOR Page 475
4 C. Fabrication: a. Provide high quality paraffin or water based wax emulsion transparent seal treatment on cut ends of wood units. Apply in shop as soon as possible after cutting. b. Furnish wood seal finish material for application in field if wood deck units are field cut and for touch up. 1. Mill wood decking to uniform dimensions required with surfaces smooth, uniform, and without imperfections. 2. Cut ends shall be straight, plumb, and smooth surfaced. 3. Holes for all connectors (bolts, lag screws, etc.) Shall be predrilled. D. Finish: Shop finish and seal ends as specified and before leaving shop environment. All hardwood decking material shall be delivered sealed at cross ends with approved transparent paraffin in order to prevent rapid loss of moisture WOOD DECK FRAMING A. General: Provide dimension lumber and timber of grades indicated according to the ALSC national grading rule (NGR) provisions of the inspection agency indicated. B. Framing: Provide solid sawn lumber and timbers, rough sawn Southern Yellow Pine No. 2 or better. Preservative treat as specified in article entitled "Preservative Treatment." C. Fabrication: 1. Timber members receiving lag screws shall have predrilled diameter holes ready to accept the lag screws. 2. Provide lumber and timber in longest possible lengths to suit condition of installation based on field measurements. 3. Cut ends shall be straight, plumb, and smooth surfaced. m 2.04 PRESERVATIVE TREATMENT A. To the extent practical, fabricate lumber, timbers and decking before preservative treatment according to AWPA Standard U1 and appropriate AWPA use categories. Each piece of treated lumber or timber shall be branded, by the producer, in accordance with AWPAU1. m B. The Contractor shall be responsible for the quality of treated wood products. C. Furnish preservative treatment material application in field at field cut and hole drilling and for touch up WOOD PILES A. General: Provide new pressure treated wood piles in conformance with the Drawings and other provisions of this Section. ERIE CANAL HARBOR Page 476
5 2.06 FASTENERS A. General: Provide fasteners of size and type that comply with requirements specified in this article for material and manufacture; stainless steel ASTM Type 318, unless otherwise noted. B. Wood Screws: Stainless steel lag bolts complying with ASTM Type 318. C. Lag Bolts: Stainless steel bolts complying with ASTM Type 318. D. Bolts: Stainless steel bolts complying with ASTM Type 318; with stainless steel hex nuts and, where indicated, flat washers. E. Deck lag bolts shall be 3/8" stainless steel ASTM Type 318. The hole for bolts shall be 1/16" diameter smaller than the bolt diameter. All bolts shall be countersunk 3/8"and holes filled with silicone sealer. F. Carriage Bolts: Round head with square neck, stainless steel ASTM Type 318. G. Pile Caps: Copper, ASTM B 101 cold-rolled copper sheet, not less than 20 oz/sq. ft. (0.7 mm thick). Secure with copper roofing nails. H. Joist Hangers and Metal Anchorage Hardware: Type and size as indicated on the drawings. Unless otherwise indicated, galvanize anchors by the hot-dip process in accordance with ASTM A23/A123M or ASTM A153/A153M, as applicable. PART 3- EXECUTION 3.01 PREPARATION A. Examination: Examine conditions of work in place before beginning work; report defects. B. Measurements: Take field measurements; report variance between Contract/Shop Drawings and field dimensions INSTALLATION, GENERAL A. General: Install in conformance with referenced standards, manufacturer's written directions, as shown, and as specified. B. Cut, shape, bevel, and face timbers prior to plant preservative treatment. Provide protective equipment for personnel fabricating, field treating, or handling materials treated with creosote or water borne salts. Refer to "MSDS and CIS" submittal requirements. C. Cut and frame lumber and timber so that joints will fit over contact surface. D. Boring Holes: 1. Bore holes for fasteners with a bit 1/16 inch less in diameter than the pin or dowel. 2. Bore holes for bolts with a bit 1/16 inch larger in diameter than bolt or other fastener. 3. Bore holes for wood screws and lag bolts in two parts. Make lead hole for shank the same diameter as shank. Make lead hole for the threaded portion approximately two thirds of the shank diameter. 4. Bore holes in small timbers for boat or wire spikes with a bit of the same diameter or smallest dimension of the spike to prevent splitting. ERIE CANAL HARBOR Page 477
6 5. Counterbore for countersinking wherever smooth faces are indicated or specified WOOD DECK FRAMING A. Discard units of material with defects that impair quality of rough carpentry and that are too small to use with minimum number of joints or optimum joint arrangement. B. Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. C. Framing, Sleepers, or Stringers: Place crown up and, if possible, the better edge of framing, sleepers, or stringers down. Tops of stringers shall not vary from a plane more than will permit bearing of the floor on stringers. Secure members to substrate in accordance with details. Fit rough carpentry to other construction; scribe and cope as required for accurate fit. Correlate location of furring, nailers, blocking, grounds, and similar supports to allow attachment of other construction. D. Apply field treatment complying with AWPA U1 to cut surfaces of preservative-treated lumber and plywood. E. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated, complying with published requirements of manufacturers WOOD PILES A. Fabricate upper and lower ends of piles to accommodate attachment configurations shown on the Drawings. Use 12-inch diameter piles along the Buffalo River, where some piles will be inserted into 12-inch pipes. Inserted piles should overlap edges of pipes. B. Install copper cap on top of piles per Drawings. Lay sheet copper over top of pile. Cut sides on an angle at regular intervals and bend down over sides of pile. Hammer to shape of pile. Secure overlapping pieces to pile with copper roofing nails. Solder vertical joints smooth. Provide one sample for approval by Architect prior to commencing work WOOD DECKING A. Prior to installation of decking, check framing and/or sleepers for level or slope as indicated on the drawings. Do necessary hit or miss planing of high spots to provide a continuously level or sloped deck surface as indicated. B. Decking: 1. Secure to framing, sleepers, or stringers as indicated on the drawings. 2. Perform cutting, drilling, and fitting required for installing wood decking. 3. Make decking of a single thickness of plank supported by framing or sleepers. Grade planks as to thickness and lay so that adjacent planks vary less than 1/16 inch. Lay plank with heart side down transverse to the pier width with spacing between the planks of 1/4" minimum and 3/8" maximum. 4. Deck planks shall be single lengths when deck width is 12 feet or less. Where greater than 12 feet, planks shall be laid in "running bond" with butted joints staggered randomly over joists or sleepers, butt ends square. 5. Joints of planks shall be staggered so as not to have adjacent joints. 6. Secure each plank to each framing member, sleeper, or stringer with at least two bolts with pre-drilled holes. Place bolts at least 2-1/8 inches from edges of the plank. Cut ends of planks parallel to edge of pier. ERIE CANAL HARBOR Page 478
7 C. Cutting, fitting, and placement: Pre-drill holes for fasteners. D. All field cut decking wood shall have cut ends re-finished at edges and treated (sealed) on cut surface as specified in part 2 paragraph entitled "Finish" FIELD TREATMENT A. Timberwork: Field treat cuts, bevels, notches, re-facing and abrasions made in the field in preservative treated timbers in accordance with AWPA U1, MSDS and CIS. Wood preservatives are restricted use pesticides and shall be applied according to applicable standards. Trim cuts and abrasions before field treatment. Coat depressions or openings around bolt holes, joints, or gaps including recesses formed by counterboring, with preservative treatment used for timber; and after bolt or screw is in place. B. Galvanized Surfaces: Repair and recoat zinc coating which has been field or shop cut, burned by welding, abraded, or otherwise damaged to such an extent as to expose the base metal. Thoroughly clean the damaged areas by wire brushing and remove traces of welding flux and loose or cracked zinc coating prior to painting. Paint cleaned area with two coats of zinc oxide zinc dust paint conforming to MIL P Compound paint with a suitable vehicle in a ratio of one part zinc oxide to four parts zinc dust by weight PROTECTION A. Restore finishes damaged during installation and construction period so no evidence remains of corrective work. Retum items that cannot be refinished in the field to the shop; make required alterations and refinish entire unit, or provide new units. END OF SECTION ERIE CANAL HARBOR Page 479
SECTION 02845 GUARDRAILS
SECTION 02845 GUARDRAILS PART 1 - GENERAL 1.01 SCOPE OF WORK A. Furnish all labor, materials, equipment and incidentals necessary and repair, replace or install all types of guardrails as specified herein
More informationResidential Deck Safety, Construction, and Repair
Juneau Permit Center, 4 th Floor Marine View Center, (907)586-0770 This handout is designed to help you build your deck to comply with the 2006 International Residential Building code as modified by the
More informationPost and Beam Construction
Post and Beam Construction A Presentation By the Canadian Wood Council Canadian Conseil Wood canadien Council du bois Early settlers introduced the concept of post and beam construction in North America
More informationSECTION 07 61 13 STANDING SEAM METAL ROOFING
SECTION 07 61 13 STANDING SEAM METAL ROOFING PART 1 GENERAL 1.01 SCOPE OF WORK A. The Work shall include all labor, materials, equipment and supervision required to complete the work of the above referenced
More informationSECTION 05 42 16 COLD-FORMED METAL DECK FRAMING Elevations Steel Deck Framing by Trex
(Specifier Note: The purpose of this guide specification is to assist the specifier in correctly specifying cold-formed metal deck framing products and execution. The specifier needs to edit the guide
More informationSECTION 08360 SECTIONAL OVERHEAD DOORS 521 SERIES ALUMINUM SECTIONAL OVERHEAD DOORS
SECTION 08360 SECTIONAL OVERHEAD DOORS 521 SERIES ALUMINUM SECTIONAL OVERHEAD DOORS Display hidden notes to specifier by using Tools / Options / View / Hidden Text. On newer versions of Microsoft Word
More informationAcceptance Codes APPENDIX - A. Acceptance Criteria
1111 Receipt of a satisfactory Test Report from WSDOT Materials Laboratory is required indicating the lot (or lots) or batch of material meets the requirement of the specifications under which it is listed.
More informationNEW ELECTRICAL SUBSTATION Building 300 SECTION 07 53 23 ETHYLENE-PROPYLENE-DIENE-MONOMER ROOFING WORK
ETHYLENE-PROPYLENE-DIENE-MONOMER ROOFING WORK PART 1 GENERAL 1.1 REFERENCES The publications listed below form a part of this specification to the extent referenced. The publications are referred to within
More informationB. Related categories: The following categories contain requirements that relate to this section:
ORIENTED STRAND BOARD PART I. - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply
More informationSECTION 15076 CEMENT-MORTAR LINED AND COATED STEEL PIPE
SECTION 15076 CEMENT-MORTAR LINED AND COATED (CML&C) STEEL PIPE PART 1 GENERAL 1.01 DESCRIPTION This section designates the requirements for steel pipe fabrication, test in shop, installation of steel
More informationTimber Decks. Technical Note. March 2007
Timber Decks Technical Note. March 2007 This Technical Note contains general information for residential timber decks and floor frame structures for veranda s, patios etc which are exposed to the weather.
More informationSECTION 05 7360 ALUMINUM HANDRAIL AND RAILING SYSTEMS WITH DECORATIVE METAL PANEL INFILLS
1 SECTION 05 7360 ALUMINUM HANDRAIL AND RAILING SYSTEMS WITH DECORATIVE METAL PANEL INFILLS PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and
More informationHURRICANE MITIGATION RETROFITS FOR EXISTING SITE-BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
HURRICANE MITIGATION RETROFITS FOR EXISTING SITE-BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES 101 Retrofits Required. Pursuant to Section 553.844 553.884, Florida Statutes, strengthening of existing site-built,
More informationPART E SPECIFICATIONS
PART E SPECIFICATIONS Page 1 of 5 PART E - SPECIFICATIONS GENERAL E1. APPLICABLE SPECIFICATIONS, STANDARD DETAILS AND DRAWINGS E1.1 The City of Winnipeg Works and Operations Division Standard Construction
More informationHow to Install Hardwood Flooring Over a Sub Floor
How to Install Hardwood Flooring Over a Sub Floor Installation Preparation Instructions Read the entire instructions before starting your project. 1) INSPECT EACH PLANK (see fig. a) Wood is a natural product
More informationCode of Standard Practice for Timber Frame Structures
TFEC 2-2013 Code of Standard Practice for Timber Frame Structures August 2013 Preface This Code is intended to represent a reasonable consensus of what constitutes ordinary and acceptable practice within
More informationThis handout is a guide only and does not contain all of the requirements of the Minnesota State Building Code or city ordinances.
Residential Decks Community Development Department Building Inspections Division 5200 85 th Avenue North / Brooklyn Park, MN 55443 Phone: (763) 488-6379 / Fax: (763) 493-8171 6/15 www.brooklynpark.org
More informationSTANDARD REQUIREMENTS FOR BONDING OR MECHANICAL ATTACHMENT OF INSULATION PANELS AND MECHANICAL ATTACHMENT OF ANCHOR AND/OR BASE SHEETS TO SUBSTRATES
ROOFING APPLICATION STANDARD (RAS) No. 117 STANDARD REQUIREMENTS FOR BONDING OR MECHANICAL ATTACHMENT OF INSULATION PANELS AND MECHANICAL ATTACHMENT OF ANCHOR AND/OR BASE SHEETS TO SUBSTRATES Scope 1.1.
More informationStorage Store the siding in a dry and ventilated area. Do not place it directly on the ground. Always cover the siding after a day s work.
Installation Guide Before you begin, take the time to read this entire guide to clearly understand the requirements and steps to follow for proper installation. Warning Do not install defective material.
More informationArchitectural Casework 06400-01. 1.01 Description of Work
06400-01 1.01 Description of Work A. Extent of each type of architectural millwork and casework as indicated on drawings. Types of architectural casework shall include both stained and plastic laminated
More informationSECTION 08332 COILING COUNTER DOORS. Display hidden notes to specifier. (Don't know how? Click Here)
SECTION 08332 COILING COUNTER DOORS Display hidden notes to specifier. (Don't know how? Click Here) PART 1 GENERAL 1.1 SECTION INCLUDES A. Coiling Metal Counter Doors. B. Coiling Counter Fire Doors. 1.2
More informationRESIDENTIAL ROOFING & RE-ROOFING, ROOF VENTILATION AND ROOF SHEATHING REQUIREMENTS MICHIGAN RESIDENTIAL CODE 2000
RESIDENTIAL ROOFING & RE-ROOFING, ROOF VENTILATION AND ROOF SHEATHING REQUIREMENTS MICHIGAN RESIDENTIAL CODE 2000 SECTION R905 REQUIREMENTS FOR ROOF COVERINGS R905.1 Roof covering application. Roof coverings
More informationCOMMONLY USED RESIDENTIAL BUILDING CODES
COMMONLY USED RESIDENTIAL BUILDING CODES INTERNATIONAL RESIDENTIAL CODE (2009) form revised 5/10 FOUNDATION 1. DESIGN OF FORMWORK. Section 1906.1 IBC 2009, Section R404.1.2.3.6 IRC 2009, ACI 318 Section
More informationINSTRUCTIONS FOR COORDINATION SECTION 06651 SOLID SURFACE FABRICATIONS
INSTRUCTIONS FOR COORDINATION SECTION 06651 SOLID SURFACE FABRICATIONS 1. Paragraph 1.02 Provide solid surface countertops at sinks locations. Provide solid surface window sills at drywall framing walls.
More informationINSTALLATION OF A BAY WINDOW
INSTALLATION OF A BAY WINDOW Installation of a Bay Window These instructions relate to the replacement of an existing bay window or replacement of a straight window with a new bay window, in an opening
More informationInstalling Window and Door Mouldings
Installing Window and Door Mouldings About Window and Door Mouldings The trim around windows and doors greatly influences the look and style of your interior. They also bridge the gaps and cover spaces
More informationPART 1 GENERAL 1.1 SECTION INCLUDES
J-1 Section 09110 Long Form Specification INTERIOR METAL STUD FRAMING This section includes lightweight, usually 0.036 inch (0.9 mm) thick or lighter, non-axial load bearing metal stud framing including
More informationMarch 14, 2007. Installation of Bay, Bow and Garden Windows
March 14, 2007 Re: Installation of Bay, Bow and Garden Windows Attached are the Atrium Companies, Inc recommendation for the installation of bay, bow and garden windows. These instructions were developed
More informationSECTION 15410 GROUND WATER STORAGE TANKS
SECTION 15410 GROUND WATER STORAGE TANKS PART 1 GENERAL.01 SCOPE A. Section Includes Requirements for designing, fabricating, and erecting a welded steel ground storage tank..02 SYSTEM DESCRIPTION A. Design
More informationSECTION 07720 PREFORMED METAL STANDING SEAM ROOFING
SECTION 07720 PREFORMED METAL STANDING SEAM ROOFING PART ONE GENERAL DESCRIPTION This section includes pre-formed standing seam metal roofing and related flashings, closures, trim and accessories including,
More informationChapter. Restoration of Damaged Structures
5 Chapter Restoration of Damaged Structures Bringing back a damaged structure to its pre-earthquake state and original strength is called restoration. This is the first step of building rehabilitation.
More informationSTANDARD OPEN PATIO COVER
STANDARD OPEN PATIO COVER BUILDING & SAFETY DIVISION 201 E. LA HABRA BLVD. LA HABRA, CA 90631 62-90-9710 Call Before You Dig 1-800-227-2600 PLEASE NOTE: This information Bulletin is made available to assist
More informationAMERICAN GOTHIC PLAYHOUSE
AMERICAN GOTHIC PLAYHOUSE Project Plan #856 Sheet 1 of 5 Pick a spot and get started with the beautiful that your kids will love. The design of the playhouse includes 35 square feet of interior space plus
More information3-Part Specification Railing Cable Systems
3-Part Specification Railing Cable Systems GENERAL NOTES TO SPECIFIER: THIS SPECIFICATION SECTION HAS BEEN PREPARED TO ASSIST DESIGN PROFESSIONALS IN THE PREPARATION OF PROJECT OR OFFICE MASTER SPECIFICATIONS.
More informationFinal inspections are completed by site visit only. Access to fenced yards shall be planned.
ROOFING RESIDENTIAL BUILDING INSPECTIONS DEPARTMENT www.ci.blaine.mn.us This handout is intended only as a guide and is based in part on the 2015 Minnesota State Building Code, Blaine City ordinances,
More informationDrexel Metals Inc. DMC 100SS 16oz min. Copper Mechanical Seam Metal Roof System over Plywood
Drexel Metals Inc. DMC 100SS 16oz min. Copper Mechanical Seam Metal Roof System over Plywood Section 07411 Metal Roof Panels Part 1 General 1.1 Summary A. This section includes the following: a. Factory-formed
More informationSECTION 15140 - PIPE HANGERS AND SUPPORTS
Part I - GENERAL 1.01 SECTION INCLUDES A. The work covered under this section consists of the furnishing of all necessary labor, supervision, materials, equipment, and services to completely execute the
More informationROOFING APPLICATION STANDARD (RAS) No. 150 PRESCRIPTIVE BUR REQUIREMENTS
ROOFING APPLICATION STANDARD (RAS) No. 150 PRESCRIPTIVE BUR REQUIREMENTS 1. 2. 3. 3.0 Scope 1.1 This application standard shall be used where the authority having jurisdiction has adopted its use, and
More informationSECTION 07410 PREFORMED METAL STANDING SEAM ROOFING PART 1 - GENERAL 1.1 DESCRIPTION OF WORK
SECTION 07410 PREFORMED METAL STANDING SEAM ROOFING PART 1 - GENERAL 1.1 DESCRIPTION OF WORK A. This section covers the pre-finished, pre-fabricated Architectural standing seam roof system. All metal trim,
More informationCity of San Diego, CWP Guidelines
PART 1 -- GENERAL SECTION 08520-1.1 WORK OF THIS SECTION City of San Diego, CWP Guidelines A. The WORK of this Section includes providing aluminum windows with frames, bracing, glazing attachments, screens,
More informationGuidelines for Earthquake Bracing Residential Water Heaters
Guidelines for Earthquake Bracing Residential Water Heaters Department of General Services Division of the State Architect In accordance with the Health and Safety Code Section 19215, the Division of the
More informationIHSS-N1 WELDED HONEYCOMB CORE SPECIFICATION. Generated: Sergiy Papyshev Engineering. Approved: Don Prysi Manufacturing. Approved: Merzuk Ramic Quality
IHSS-N1 WELDED HONEYCOMB CORE SPECIFICATION Generated: Sergiy Papyshev Engineering Approved: Don Prysi Manufacturing Approved: Merzuk Ramic Quality Approved: Steven Barnett Administrative DATE DATE DATE
More informationSECTION 11014 WINDOW WASHING SYSTEMS
SECTION 11014 WINDOW WASHING SYSTEMS PART 1 - GENERAL 1.1 SUMMARY A. Section includes, but is not limited to, design and furnishing portable davits, davit sleeves, dvit bases, four (4) removable outriggers,
More informationPUMP JACK SYSTEM AND ACCESSORIES
Pump Jack Model # 2200 A low cost, easy to operate, safe, portable scaffolding built of rugged steel. It's perfect for shingling, siding, sheathing, insulating, painting, building, roofing, home repair
More informationChapter 3 Pre-Installation, Foundations and Piers
Chapter 3 Pre-Installation, Foundations and Piers 3-1 Pre-Installation Establishes the minimum requirements for the siting, design, materials, access, and installation of manufactured dwellings, accessory
More informationDECKING INSTALLATION, CARE & MAINTENANCE INSTRUCTIONS. 866.729.2378 MOISTURESHIELD.COM limited lifetime warranty 866.729.2378 WWW.MOISTURESHIELD.
DECKING INSTALLATION, CARE & MAINTENANCE INSTRUCTIONS 866.729.2378 MOISTURESHIELD.COM limited lifetime warranty Welcome To The Even Greater Outdoors. Congratulations on choosing MoistureShield for your
More informationCeiling Mounted Folding Attic Ladders Installation Instructions
Ceiling Mounted Folding Attic Ladders Installation Instructions WARNING Before you start installing your new Louisville Ceiling Mounted Folding Attic Ladder, you must read and understand the following:
More informationPIPING SYSTEM - ABRASIVE SLURRIES Engineering Standard Specification. 96 B. Riutta
PIPING SYSTEM - ABRASIVE SLURRIES Engineering Standard Specification Number: 3503-11.2.610 Rev. 2 Rubber Lined Steel Pipe and Fittings Mechanically Coupled Plain End Type System Issued Revised Approved
More informationTable of Contents. Western States Standing Seam SS675 Panel Installation, Flashings & Shop Drawing Detail Guide. Notes to Designer /Installers..
Western States Standing Seam SS675 Panel Installation, Flashings & Shop Drawing Detail Guide Table of Contents Section Page Section Page Notes to Designer /Installers.. 1 Fastener Placement and Selection.2-3
More informationMark Cramer Inspection Services, Inc.
Mark Cramer Inspection Services, Inc. 492 Twentieth Avenue, Indian Rocks Beach, FL 34635-2970 (727) 595-4211 Fax (727) 596-7583 Certified Member #12085 American Society of Home Inspectors Construction
More informationThe better way to build TM. Installation Manual. FOUNDATION SIPs & FROST WALLS SIPs
The better way to build TM Installation Manual FOUNDATION SIPs & FROST WALLS SIPs February 2016 PWF FOUNDATION & FROST WALL SIPs Installation Manual Table of Contents Topics General Requirements...................................
More informationSECTION 260536 - CABLE TRAYS. A. Continuous, rigid, welded steel or stainless steel wire mesh cable management system.
SECTION 260536 - CABLE TRAYS PART 1 - GENERAL SECTION INCLUDES: A. Continuous, rigid, welded steel or stainless steel wire mesh cable management system. B. Cable tray systems are defined to include, but
More informationVA25014B0516 VA CINCINNATI PROJECT NO. 539-328 INPATIENT BED TOWER ADDITION (4 TH AND 5 TH FLOORS) SECTION 09 29 00 GYPSUM BOARD
SECTION 09 29 00 GYPSUM BOARD PART 1 - GENERAL 1.1 DESCRIPTION This section specifies installation and finishing of gypsum board, vapor retarder and air and moisture barrrier. 1.2 RELATED WORK A. Installation
More informationSECTION 07320 ROOFING TILE
SECTION 07320 ROOFING TILE PART 1 - GENERAL 1.1 SUMMARY: A. Section Includes: 1. Vitrified clay roofing tiles. 2. Tile accessories. 3. Felt underlayment. 4. Self-adhering sheet underlayment. 5. Snow guards.
More informationSECTION 03400 PRECAST CONCRETE STRUCTURES
SECTION 03400 PART 1 - GENERAL 1.01 DESCRIPTION A. Section includes specifications for precast concrete structures, including fabrication and erection. 1.02 REFERENCE STANDARDS A. American Society for
More informationUncovered Decks & Porches
Uncovered Decks & Porches Building Guides for Homeowners Why Do I need a Permit? D I D Y O U K N O W? As owner-builder you are the responsible party of record on such a permit. If your work is being performed
More informationSTAIR TREAD & RISER INSTALLATION GUIDELINES
STAIR TREAD & RISER INSTALLATION GUIDELINES ARTISTIC FINISHES DOES NOT WARRANTY THE COMPLETENESS OR ACCURACY OF ANY INSTALLATION. THE INSTALLATION CONTRACTER MUST HAVE THE EXPERIENCE AND KNOWLEDGE TO COMPLETE
More informationOne-third of all fatalities in the U.S. construction
Guardrail systems: Fall prevention for floor and wall openings and open-sided floors One-third of all fatalities in the U.S. construction industry result from falls from elevations. Falls from elevations
More informationSECTION 08 41 1 ALUMINUM FRAMED ENTRANCES and STOREFRONTS. System 402 Flush-Glazed Screw Spline Storefront
PART 1 GENERAL 1.01 Work Included SECTION 08 41 1 ALUMINUM FRAMED ENTRANCES and STOREFRONTS System 402 Flush-Glazed Screw Spline Storefront A. Furnish and install aluminum architectural storefront system
More informationStair Parts Installation. Tricks
Stair Parts Installation Tips & Tricks Introduction Your DIY staircase guide Welcome to the Stairpart home installation guide. Your stairway is both a functional and focal point in your home, so keeping
More informationWindow Installation Instructions
Caution The correct installation methods of windows in full frame or insert applications is critical towards achieving the tested performance of the window and longterm enjoyment and energy savings for
More informationHow to Build Your Own CornHole Game
How to Build Your Own CornHole Game DIMENSIONS Here is a diagram with the basic measurements for the Cornhole board game. SUPPLIES 1/2 thick sheet of plywood one 4 x4 or two 2 x4 s 8 long 2 4 s (4) 4 1/2
More informationGuidelines for Earthquake Bracing of Residential Water Heaters
Guidelines for Earthquake Bracing of Residential Water Heaters Department of General Services Division of the State Architect 1102 Q Street, Suite 5100 Sacramento, CA 95814 Phone: (916) 324-7099 Fax: (916)
More informationResidential Decks. Planning and Development Services Department
Building Safety Division 8500 Santa Fe Drive Overland Park, KS 66212 (913) 895-6225 Fax (913) 895-5016 Email: permitservices@opkansas.org Planning and Development Services Department Residential Decks
More informationChapter 36 - STRAW BALE CONSTRUCTION SECTION 3601 - PURPOSE. SECTION 3602 - SCOPE. SECTION 3603 - DEFINITIONS.
Austin City Code - Volume II TITLE 25 LAND DEVELOPMENT\CHAPTER 25-12 TECHNICAL CODES\ARTICLE 1: UNIFORM BUILDING CODE\25-12-3 LOCAL AMENDMENTS TO THE BUILDING CODE Chapter 36 - STRAW BALE CONSTRUCTION
More informationSpecifications. Preformed Metal Wall and Roof Panels. Alcoa Cladding Systems Manufacturing Plant 100 Industrial Boulevard Eastman, Georgia 31023
Specifications Preformed Metal Wall and Roof Panels Alcoa Cladding Systems Manufacturing Plant 100 Industrial Boulevard Eastman, Georgia 31023 Section 07410 Preformed Metal Wall and Roof Panels Structural
More informationSECTION 07400 STANDING SEAM METAL ROOF
SECTION 07400 STANDING SEAM METAL ROOF PART 1 - GENERAL 1.01 SECTION INCLUDES A. Work described in this section includes pre-formed standing seam metal roofing system complete with clips, perimeter and
More informationC. Remove all existing asphalt shingles, underlayment and any loose debris into contractor provided dumpsters.
SCOPE OF WORK Project Title: Replace Deteriorated Roof Singles at Cape Lookout National Seashore Maintenance Shop PMIS # 159350 Prepared By: Mike Baker Cape Lookout National Seashore 131Charles St Harkers
More informationBrick Veneer Construction
Brick Veneer Construction Check list of suggested tools & support items Claw hammer Tape measure 3/4" [19 or 20] Wood chisel Wood or plastic shims Pry bar Utility knife Caulking and caulking gun Power
More informationENGINEERING SPECIFICATION PULTRUDED DYNARAIL FIBERGLASS LADDER & LADDER CAGES
ENGINEERING SPECIFICATION PULTRUDED DYNARAIL FIBERGLASS LADDER & LADDER CAGES PART 1 - GENERAL 1.1 SCOPE OF WORK SECTION 06610 FIBERGLASS REINFORCED PLASTICS (FRP) FABRICATIONS PULTRUDED SQUARE TUBE LADDER
More information09/07/07 GLASSFIBER REINFORCED CEMENT (GRC) C. S. I. Spec 03500 Master Spec. 03 49 00 Page 1
C. S. I. Spec 03500 Page 1 PART 1 - GENERAL 1.01 SUMMARY:.01 Provide special glassfiber reinforced cement (GRC) shapes in accordance with the requirements of the contract documents..02 The installing contractor
More informationSECTION 07 42 13 METAL WALL PANELS
Mitsubishi Plastics Composites America, Inc. 401 Volvo Parkway Chesapeake, VA 23320 Phone: (800) 422-7270 Fax: (757) 436-1896 E-mail: info@alpolic.com www.alpolic-northamerica.com This MANU-SPEC utilizes
More informationINSTALLATION RECOMMENDATIONS. Outdoor Rubber Tiles
INSTALLATION RECOMMENDATIONS Outdoor Rubber Tiles Prior to Installation: The Outdoor Rubber Tiles and accessory transition pieces intended for this installation have been shipped to you via a freight carrier
More informationHow to Build a Poker Table
How to Build a Poker Table www.pokertablematerials.com 10-Person Poker Table- 96 x 48 These are step by step instructions for building a poker table. The table will measure 48" x 96" and have a 4" wide
More information1. Adhered KEE membrane roofing system. 2. Mechanically fastened KEE membrane roofing system.
SECTION 075416 - PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Adhered KEE membrane roofing system. 2. Mechanically fastened KEE membrane roofing system. 1.2 PERFORMANCE REQUIREMENTS A. Solar Reflectance
More informationSUPER SHED. Indoor shelter for your outdoor tools.
SUPER SHED Indoor shelter for your outdoor tools. Not everyone needs a garden shed. But, if you've no more space on your garage wall for that new leaf rake, if you can't find your potting trowel because
More informationSECTION 02110 - ASBESTOS CEMENT PIPE REPAIRS, DEMOLITION, AND DISPOSAL
SECTION 02110 - ASBESTOS CEMENT PIPE REPAIRS, DEMOLITION, AND DISPOSAL PART 1 - GENERAL 1.1 WORK INCLUDED IN THIS SECTION A. The WORK of this Section includes the repair, demolition, and disposal of asbestos
More informationRead and understand all installation instructions and precautions before installing. GENERAL APPLICATION INSTRUCTIONS
AC TOPSEAL SELF-ADHERED, GRANULAR SURFACED, SINGLE PLY, LOW SLOPE ROLLED ROOFING 3 X 33.3 = 100 SQ. FT. 10 YEAR MATERIAL LIMITED WARRANTY For Use on Porches / Sheds / Utility Buildings / Accessory Buildings
More informationPreformed Metal Roofing and Siding
Page -1-1. GENERAL 1.1. Description This specification along with the drawings covers the furnishing of all material, products, equipment, accessories, tools, services, transportation, labor and supervision
More informationSCENIC VIEW SV 10 SECTION 08 87 13 SOLAR CONTROL FILMS
PART 1 GENERAL SCENIC VIEW SV 10 SECTION 08 87 13 SOLAR CONTROL FILMS 1.1 SUMMARY A. Optically clear dual reflective, neutral sputtered and aluminum metallized polyester film for solar control. 1.2 RELATED
More informationLEGACY REPORT ER-5110. www.icc-es.org. ICC Evaluation Service, Inc. Reissued November 1, 2003. Legacy report on the 1997 Uniform Building Code
LEGACY REPORT Reissued November 1, 2003 ICC Evaluation Service, Inc. www.icc-es.org Business/Regional Office # 5360 Workman Mill Road, Whittier, California 90601 # (562) 699-0543 Regional Office # 900
More informationA. Work on this project shall consist of, but is not limited to, the following:
PART 1 - GENERAL CLEANING AND RESTORATION OF SECTION 05900-1 1.1 SUMMARY A. Work on this project shall consist of, but is not limited to, the following: 1. Clean and treat all exposed anodized architectural
More informationFORM DESIGN. easy to work with, and generally available.
Forms play a major role in concrete construction. They give the plastic concrete its shape and hold it until it hardens. Forms protect the concrete, assist in curing it, and support any reinforcing rods
More informationPTS HELICAL PIERS INSTALLATION SPECIFICATIONS NOTICE
FORM A PTS HELICAL PIERS INSTALLATION SPECIFICATIONS NOTICE The following suggested specifications are written as a guide to assist the specifier in writing his own specifications. Specific circumstances
More informationGUIDELINES FOR INSTALLATION OF AIR CONDITIONING UNITS 174-180 PHILLIP STREET, SYDNEY
GUIDELINES FOR INSTALLATION OF AIR CONDITIONING UNITS 174-180 PHILLIP STREET, SYDNEY July 2008 1.0 SCOPE These guidelines describe the way in which air conditioning units shall be installed or replaced
More informationWHI 90-Minute Rated Veneered Door Frame Installation Instructions
No. 940-03-10 INSTALLATION INSTRUCTIONS 90 MINUTE RATED VENEERED DOOR FRAME DOOR REQUIREMENTS: Consult the door manufacturer to make sure that the doors are qualified for the hardware to be installed,
More informationAsphalt Shingle Application Requirements
Alberta Allied Roofing Association Asphalt Shingle Application Requirements Section 1 Roof Decks 1.1 General Asphalt Shingles are not permitted to be installed directly over rigid insulation. When Asphalt
More informationMaterials. Estimating Steel. Players. Materials. Shop Drawings. Detailing Process. Standard shapes. Fabricated members, Built-up sections
Materials Standard shapes W sections, C channels, Structural T, Angles, Pipes, Tubes, Rods and Plates Fabricated members, Built-up sections Adding plates to beam flanges, Stiffeners to beam webs Built
More informationGlulam Appearance Classifications for Construction Applications
T E C H N I C A L N O T E Glulam Appearance Classifications for Construction Applications Number Y110C July 2010 This Technical Note clarifies the distinction between appearance considerations and structural
More information1.02 DESCRIPTION A. This Section specifies furnishing and installing Cast in Place Detectable/Tactile Warning Surface tiles where indicated.
CAST IN PLACE DETECTABLE/TACTILE WARNING SURFACE TILE PART 1 GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Special Conditions and Division 1 Specifications
More informationBy SP Partners, LLC. www.rainbowatticstair.com INSTALLATION GUIDE. Prestige
By SP Partners, LLC www.rainbowatticstair.com INSTALLATION GUIDE Prestige IMPORTANT READ THIS FIRST Inspect stair for any damage prior to installation. Stair is NOT to be installed while home is under
More informationSECTION 07410 METAL ROOF & WALL PANELS
This document specifies Metal Roofing Systems prefinished factory formed metal roofing marketed as MRS System 2500 steel and aluminum roofing systems and includes MRS flashing and Trim. MRS finish is a
More informationBasement Window Installation Guide Hopper and Sliding
Basement Window Installation Guide Hopper and Sliding americancraftsmanwindows.com Project Requirements: Installation must comply with all applicable building codes. Existing window frame, wall and weatherresistant
More informationPolicy on Water Heater Installations Policy No. UPC 510-1-94 Effective: September 1, 1995 Revised: February 10, 1996
CITY OF SAN JOSE BUILDING DIVISION POLICY Policy on Water Heater Installations Policy No. UPC 510-1-94 Effective: September 1, 1995 Revised: February 10, 1996 All new and replacement water heaters installed
More informationHOW-TO LAY HARDBOARD OR PLYWOOD FLOOR OVERLAY
HOW-TO HOW-TO LAY HARDBOARD OR PLYWOOD FLOOR OVERLAY Most floor coverings, if laid over uneven wooden floors, will wear unevenly and look unsightly. The answer is to cover the old boards with hardboard
More informationBest Barns USA Assembly Book
Best Barns USA Assembly Book Revised November 27, 2013 the Easton - R 12'x 20' Manufactured by Reynolds Building Systems, Inc. 205 Arlington Drive Greenville, PA 16125 724-646-3775 This manual is copyrighted.
More informationTECHNICAL SPECIFICATION SERIES 8000 PRECAST CONCRETE
TECHNICAL SPECIFICATION SERIES 8000 PRECAST CONCRETE TECHNICAL SPECIFICATION PART 8000 - PRECAST CONCRETE TABLE OF CONTENTS Item Number Page 8100 PRECAST CONCRETE CONSTRUCTION - GENERAL 8-3 8101 General
More informationBENTLEY ELEMENTS COLLECTION LVT
This document refers to the following products: Product Size Installation direction Seams treatment Elements Tiles See specifications 90 None Elements Planks See specifications Stair Step None Note: This
More informationDock Hardware & Accessory Products Catalog
Dock Hardware & Accessory Products Catalog Product Page # Product Page # Angle Brackets/Clips 8 Back Up Plate 5 Backing Plate/Hurricane Stop 10 Carriage Bolt Sets 4 Chain Retainer 10 Connector Pin Set
More informationHow To Level A Subfloor
Skill Level: INTERMEDIATE Give these projects a try if you're a confident DIYer with a good working knowledge of a variety of tools. They can take a day or more to complete. If you can build a birdhouse
More information