Foundation Decision Tree Options for Improving Basements and Crawlspaces
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Finished Basement Guide
SINGLE FAMILY RESIDENTIAL BASEMENT FINISH A building permit is required anytime there is an addition, alteration, repair or demolition to the main structure or accessory structure on a lot or parcel. PERMIT REQUIREMENTS 1. A permit application shall be filed in person at the Building Department. 2. Submit two complete sets of floor plans and wall details. The plan shall consist of a floor plan with dimensions drawn to scale which show the layout of entire basement. Label the use for all rooms. See sample plans. 3. Show electrical outlets, smoke detectors, lighting, fans, type of wiring (example “12-2 Romex” or conduit with #12 thhn conductors), electrical panel location and number of new circuits and any other electrical equipment. 4. Show location and size of windows, doors, stairs and window wells. Identify emergency escape and rescue windows and egress window wells with ladder. 5. Indicate locations of plumbing fixtures, water heater, furnace, boiler, air conditioner and any cooking appliances. 6. Identify modifications to the existing structure such as posts, beams and floor joists. 7. Indicate height of dropped ceiling areas less than 7 feet. 8. Letter from an engineer (if cutting new windows or widening existing windows in concrete). This letter shall address lintel/header over window. 9. Type, size, R-value of insulation in walls and ceiling. 10. Fireplace or stove location, type and installation details. 11. Show location and size of exhaust fans and combustion, conditioned and return air ducts. Once the plans have been submitted, the documents will be reviewed to determine if the project is in compliance with building safety codes, zoning ordinances and other applicable laws. -
Basic Technical Rules the Nubian Vault (Nv)
PRODUCTION CENTRE INTERNATIONAL PROGRAMME BASIC TECHNICAL RULES v3 BASIC TECHNICAL RULES THE NUBIAN VAULT (NV) TECHNICAL CONCEPT THE NUBIAN VAULT ASSOCIATION (AVN) ADVICE TO MSA CLIENTS Version 3.0 SEASON 2013-2014 COUNTRY INTERNATIONAL Association « la Voûte Nubienne » - 7 rue Jean Jaurès – 34190 Ganges - France February 2015 www.lavoutenubienne.org / [email protected] / +33 (0)4 67 81 21 05 1/14 PRODUCTION CENTRE INTERNATIONAL PROGRAMME BASIC TECHNICAL RULES v3 CONTENTS CONTENTS.............................................................................................................2 1.AN ANCIENT TECHNIQUE, SIMPLIFIED, STANDARDISED & ADAPTED.........................3 2.MAIN FEATURES OF THE NV TECHNIQUE........................................................................4 3.THE MAIN STAGES OF NV CONSTRUCTION.....................................................................5 3.1.EXTRACTION, FABRICATION & TRANSPORT OF MATERIAL....................................5 3.2.CHOOSING THE SITE....................................................................................................5 3.3.MAIN STRUCTURAL WORKS........................................................................................6 3.3.1.Foundations........................................................................................................................................ 6 3.3.2.Load-bearing walls.............................................................................................................................. 7 3.3.3.Arches in load-bearing -
America's Finest Basement Doors
0036_01:BLC550 2009 BD SWEETS2 8/22/08 2:19 PM Page 1 08 31 13/BIL BuyLine 0036 Imagine... What Bilco can do for your basements dd value and selling features Ato your homes with a Bilco Basement Door. Bilco Basement Doors provide code compliant emergency egress in basement living areas and the extra large opening is ideal for access to basement storage rooms. America’s Finest Basement Doors 0036_02:BLC550 2009 BD SWEETS2 8/22/08 2:20 PM Page 2 America’s Finest Basement Doors Benefits • Access for Storage... Direct access to basement areas for large bulky items such as patio furniture, garden tools & equipment, game tables, bicycles, etc. • Emergency Egress... Provides code compliant emergency egress for finished basement living areas, meeting International Residential Building Code (IRC 2009) requirements. • Convenient Direct Access... Easy access for service crews to repair utilities, reducing traffic and damage through upstairs living areas. Bilco Ultra Series Basement Door • Corrosion resistant high-density polyethylene construction • Will not rust and never needs painting • Simulated wood construction and texture • Pleasing driftwood color • Interchangeable side panels allow you light and/or ventilation to your basement areaway • Gas spring lift assistance for easy, one-hand operation • Slide-bolted locking mechanism (optional keyed lock available) • Backed by Bilco’s exclusive 10-year warranty Wood Grain Texture Bilco Classic Series Basement Door • Heavy-duty steel construction • Flow-coated, baked-on factory primer finish • Corrosion-resistant zinc-plated, chromate-sealed hardware • Torsion Cam Lift system provides easy, one-handed operation • Slide-bolted locking mechanism (optional keyed lock available) • Flanged construction and J-channel header shed water and prevent binding due to ice and snow, permitting all season use For more information, log-on to www.bilco.com or contact The Bilco Company. -
Techniques of Pouring a Basement Floor
www.spinscreed.com Techniques for pouring a basement floor using the Spin Screed: In my own construction business, I have used the Spin Screed on countless basement floors in order to produce a floor that is flatter than any other screeding operations that I have tested. The floor is flatter and we are able to pour it faster with less manpower and less work than other methods. Below is a description of the method that I use to pour a basement floor using a total of four men: two rakers, a dead end man, and a live end man. Figure 1: Rope-Quick North Coupling Adapter 60 ft. Wall Line 1 Screed Bar--1/4” x 2” x 20’. We recommend the use of the Float Section A Fill Screed Support System. West East Line 2 30 ft. Wall Section B Live End Spin Motor Basement Wall 30 ft. by 60 ft. Line 3 South We begin by preparing the sub grade and establishing the elevation of the finished floor. Once this has been ac- complished, we snap a red chalk line along the interior wall of the foundation at the level of the finished basement floor. We set Float Fill supports five feet apart along line 1, line 2 and line 3 as shown in Fig. 1. The stakes in line 1 and line 3 are placed about 18 inches from the basement wall. The stakes in line 2 are placed in the center of the foundation. In the example shown, the foundation is 30 feet by 60 feet. -
FEMA P-361, Safe Rooms for Tornadoes And
Safe Rooms for Tornadoes and Hurricanes Guidance for Community and Residential Safe Rooms FEMA P-361, Third Edition / March 2015 All illustrations in this document were created by FEMA or a FEMA contractor unless otherwise noted. All photographs in this document are public domain or taken by FEMA or a FEMA contractor, unless otherwise noted. Portions of this publication reproduce excerpts from the 2014 ICC/NSSA Standard for the Design and Construction of Storm Shelters (ICC 500), International Code Council, Inc., Washington, D.C. Reproduced with permission. All rights reserved. www.iccsafe.org Any opinions, findings, conclusions, or recommendations expressed in this publication do not necessarily reflect the views of FEMA. Additionally, neither FEMA nor any of its employees makes any warrantee, expressed or implied, or assumes any legal liability or responsibility for the accuracy, completeness, or usefulness of any information, product, or process included in this publication. Users of information contained in this publication assume all liability arising from such use. Safe Rooms for Tornadoes and Hurricanes Guidance for Community and Residential Safe Rooms FEMA P-361, Third Edition / March 2015 Preface ederal Emergency Management Agency (FEMA) publications presenting design and construction guidance for both residential and community safe rooms have been available since 1998. Since that time, thousands Fof safe rooms have been built, and a growing number of these safe rooms have already saved lives in actual events. There has not been a single reported failure of a safe room constructed to FEMA criteria. Nevertheless, FEMA has modified its Recommended Criteria as a result of post-disaster investigations into the performance of safe rooms and storm shelters after tornadoes and hurricanes. -
Building Permits for Finishing Basement Spaces
TOWN OF ACTON 472 Main Street Acton, Massachusetts, 01720 Telephone (978)-929-6633 Fax (978) 264-9630 Building Department BUILDING PERMITS FOR FINISHING BASEMENT SPACES A Building Permit is required to finish basements into storage areas, recreation rooms and habitable spaces. The basement must comply with minimum standards for building code compliance. It must also comply with Board of Health regulations. The following are requirements for a typical basement project, there could be other regulations which are not addressed or are specific to your project which might apply. The greater the detail that is on the plans, the easier it will be to help you comply with applicable regulations. Recreation rooms and habitable rooms require glazing not less than 8% of the floor area. One-half of the required area of glazing shall be operable. Artificial lighting (standard electrical lighting) and mechanical ventilation (system to provide fresh air into space which doesn’t differentiate more than 10 degrees from the conditioned space) can be used to meet this requirement. Energy conservation regulations require insulation for heated or cooled spaces. Minimum finish ceiling height for a habitable space in a basement is 7 feet, storage areas are exempt. Habitable basements must have an emergency escape and rescue opening. Rooms that contain fuel burning appliances (furnaces) must supply sufficient combustion air to appliances. If room is not large enough vents can be added in walls to supplement. If combination of spaces is not enough, outside air will be required. Applications can be obtained at the Building Department. Please read and complete all applicable sections. -
Basement Door Order Form Areaway with Flat Foundation
America’s Finest Basement Doors BASEMENT DOOR ORDER FORM AREAWAY WITH FLAT FOUNDATION Selecting The Correct Size Basement Door BILCO basement doors are available in two basic styles: steel sided doors for areaways with a flat foundation (shown here) and doors for sloped masonry sidewalls. Performing the measurement procedure and choosing the correct door is easy, simply follow the steps below: Step 1. H1 1. Discard the old door and measure (in inches) the dimensions of the existing areaway foundation. W1 2. Measure dimension W1, the inside width, and dimension W2, the outside width of the areaway foundation. L1 3. Measure dimension L1, the inside length, and dimension L2, the outside length of the areaway foundation. W2 L2 4. Measure dimension H1, the height from the top of the areaway foundation to the top of the opening in the house foundation. Step 2. Width Length Height Record the dimensions in the spaces provided and calculate as shown at right. W1 = _______ W2 = _______ L1= _______ L2 = _______ H1 = _______ Step 3. Select the door that is at least 4” wider than W1 and no wider than and W2. Select a door at least 2” longer than L1 but not longer than L2. (the reason for selecting a door wider and longer than your inside opening is to ensure the door frame attaches securely to the foundation). Extensions are available for size c doors to increase length. (see below for more information). The height of the door should be greater than dimension H1. Length with Extension Panel Model Width Length Height Ext 6” Ext 12” Ext 18” Ext 24” Ext 30” Size C 55” 72” 78” 84” 90” 96” 102” 19-1/2” Size B 51” 64” X X X X X 22” Size O 47” 58” X X X X X 30” H Size SL 51” 43-1/4” X X X X X 52” Ultra Door 56” 73” 79” 85” See Note Below 19-1/2” Foundation plates can be used to reduce the inside width of areaways wider than 55” L W Two or more extensions can be mounted together for areaway lengths greater than 102” EXTENSION Ultra Series Doors are available in Size C only, and extensions can be used to increase the lengths of the frame to cover larger openings. -
Types of Foundations
Lecture Note COSC 421 1 (M.E. Haque) TYPES OF FOUNDATIONS Foundation Systems Shallow Foundation Deep Foundation Pile Foundation Pier (Caisson) Foundation Isolated spread Wall footings Combined Cantilever or footings footings strap footings Raft or Mat foundation Lecture Note COSC 421 2 (M.E. Haque) Shallow Foundations – are usually located no more than 6 ft below the lowest finished floor. A shallow foundation system generally used when (1) the soil close the ground surface has sufficient bearing capacity, and (2) underlying weaker strata do not result in undue settlement. The shallow foundations are commonly used most economical foundation systems. Footings are structural elements, which transfer loads to the soil from columns, walls or lateral loads from earth retaining structures. In order to transfer these loads properly to the soil, footings must be design to • Prevent excessive settlement • Minimize differential settlement, and • Provide adequate safety against overturning and sliding. Types of Footings Column Footing Isolated spread footings under individual columns. These can be square, rectangular, or circular. Lecture Note COSC 421 3 (M.E. Haque) Wall Footing Wall footing is a continuous slab strip along the length of wall. Lecture Note COSC 421 4 (M.E. Haque) Columns Footing Combined Footing Property line Combined footings support two or more columns. These can be rectangular or trapezoidal plan. Lecture Note COSC 421 5 (M.E. Haque) Property line Cantilever or strap footings: These are similar to combined footings, except that the footings under columns are built independently, and are joined by strap beam. Lecture Note COSC 421 6 (M.E. Haque) Columns Footing Mat or Raft Raft or Mat foundation: This is a large continuous footing supporting all the columns of the structure. -
Basement & Lowest Floors for Homes in a Floodplain
Floodplain Information Sheet 4 Floodplain Management Series Basement & Lowest Floors for Homes in a Floodplain Related Definitions Determining the “lowest floor” of a structure in a floodplain is important because the top (i.e., walking surface) of the lowest Lowest Floor–Lowest floor of the lowest enclosed floor must be at or above the Regulatory Flood Protection area (including basement or crawl space). The lowest floor level must meet minimum elevation Elevation (RFPE). Lowest floors include basements and crawl requirements (i.e., the Regulatory Flood Protection spaces of any size. An improperly elevated lowest floor can Elevation). result in a significant increase in flood insurance premiums!! Basement–Any area of a structure, including crawl space, having its floor subgrade (below ground level) on all sides. Regulatory Flood Protection Elevation (RFPE)– The RFPE is the 100-year flood (1 percent annual chance flood) elevation + stage increase due to es- tablishing floodway + freeboard (Minnesota’s mini- mum is 1 foot). The lowest floor must be elevated so that the walking surface of that lowest floor is at the RFPE or higher. Base Flood Elevation (BFE)–Same as the 1 percent Figure 1. A concrete slab on grade is permitted for a annual chance flood elevation or the “100-year” home in a floodplain if the top (walking surface) of the flood elevation. lowest level floor is above the RFPE. The floodplain regulations apply to all enclosed spaces; they RFPE Formula do not differentiate between finished versus unfinished, habit- 100-year flood elevation + stage increase due to floodway able versus not habitable, or a space that is more than a certain + freeboard (state requires 1-foot minimum) minimum height versus a space that is only a couple feet high. -
SOHO Design in the Near Future
Rochester Institute of Technology RIT Scholar Works Theses 12-2005 SOHO design in the near future SooJung Lee Follow this and additional works at: https://scholarworks.rit.edu/theses Recommended Citation Lee, SooJung, "SOHO design in the near future" (2005). Thesis. Rochester Institute of Technology. Accessed from This Thesis is brought to you for free and open access by RIT Scholar Works. It has been accepted for inclusion in Theses by an authorized administrator of RIT Scholar Works. For more information, please contact [email protected]. Rochester Institute of Technology A thesis Submitted to the Faculty of The College of Imaging Arts and Sciences In Candidacy for the Degree of Master of Fine Arts SOHO Design in the near future By SooJung Lee Dec. 2005 Approvals Chief Advisor: David Morgan David Morgan Date Associate Advisor: Nancy Chwiecko Nancy Chwiecko Date S z/ -tJ.b Associate Advisor: Stan Rickel Stan Rickel School Chairperson: Patti Lachance Patti Lachance Date 3 -..,2,2' Ob I, SooJung Lee, hereby grant permission to the Wallace Memorial Library of RIT to reproduce my thesis in whole or in part. Any reproduction will not be for commercial use or profit. Signature SooJung Lee Date __3....:....V_6-'-/_o_6 ____ _ Special thanks to Prof. David Morgan, Prof. Stan Rickel and Prof. Nancy Chwiecko - my amazing professors who always trust and encourage me sincerity but sometimes make me confused or surprised for leading me into better way for three years. Prof. Chan hong Min and Prof. Kwanbae Kim - who introduced me about the attractive -
Basement Room Finish
Basement and Room Finish 10801 Town Square Drive NE, Blaine MN 55449 Building Inspections Department phone: 763-785-6170 | fax: 763-785-6111 | BlaineMN.gov Residential This handout is intended only as a guide and is based in part on the 2020 Minnesota State Building Code, Blaine city ordinances, and good building practice. While every attempt has been made to insure the correctness of this handout, no guarantees are made to its accuracy or completeness. Responsibility for compliance with applicable codes and ordinances falls on the owner or contractor. For specific questions regarding code requirements, refer to the applicable codes or contact the City of Blaine, Building Department. PERMITS AND PLANS Building permits are required if you are finishing unfinished space in your basement, changing the use of space such as converting a recreation room to a bedroom, and for some repairs. If you hire a general contractor, they are required to obtain the required permits. Plans are required for any finishing or change of use. Plans should be neat scale drawings that include a floor plan, window sizes and locations, cross sections, and any notes that would help explain the nature and extent of your project. Once submitted, it takes about 5 working days before your permit will be ready so please submit your, complete detailed, plans and permit application well in advance of the date when work will begin. NOTE: If the plans and details are not complete or information is missing the time to process your permit will be extended. Inspections are required of all work. When your permit is issued, you will receive an inspection record card that will tell you which inspections to call for and the number to call. -
Safe Rooms Offer “Near-Absolute Withstand the Peak Protection” During These Devastating Events
FEMA Building Where Can I Find More Guidelines Information? BUSINESS NAME The following rules are only a few of the federal guidelines established by FEMA. More informa - tion, including building plans and materials are available by calling 1 -800-480-2520 and request- ing publication FEMA P -320 (titled “Taking Shel- ter From the Storm: Building a Safe Room For Product/Service Information Your Home or Small Business”) or at the FEMA Safe Room website ( www.fema.gov/safe-rooms). High Winds - Tested with a 3 -second gust of 250 mph • Walls, doors, and ceil- An EF4 tornado struck Henryville, IN (Clark Co.) on ings must be able to March 2, 2012. Safe rooms offer “near-absolute withstand the peak protection” during these devastating events. wind velocity without buckling or separating • The shelter cannot Much more information is available online regarding overturn or slide A storm shelter that specifications, pricing options, and other details. FEMA survived a deadly maintains a general storm shelter information site at: De bris - Tested with a Moore, Oklahoma www.fema.gov/safe-rooms 15 lb. two-by-four EF5 tornado. wooden board propelled The National Storm Shelter Association standard, along at 100 mph (250 mph wind speed equivalent) with other industry news, is available at: Safe Rooms www.nssa.cc • The walls and ceiling of a shelter must resist penetration by a test object The best way to protect you and Texas Tech University’s National Wind Institute provides information on research, education, and all things wind: your family from tornadoes.