Updated references to SEI/ASCE 7 to the 2016 edition once it is available.

Save this PDF as:
Size: px
Start display at page:

Download "Updated references to SEI/ASCE 7 to the 2016 edition once it is available."

Transcription

1 Committee Input No NFPA [ Global Input ] Updated references to SEI/ASCE 7 to the 2016 edition once it is available. Submitter Information Verification Submitter Full Name: Tracy Vecchiarelli Organization: National Fire Protection Assoc Street Address: City: State: Zip: Submittal Date: Wed Aug 12 10:06:58 EDT 2015 Committee Statement Committee Statement: Response Message: The committee is aware of the development of a revised edition of ASCE-7 that is expected to be completed by October of The committee anticipates a need to review and possibly revise some of the content in the new edition of NFPA 5000 as part of its second draft preparation work in the summer of Page 1

2 Committee Input No NFPA [ Section No ] Fire Department Access. [1:18.2] Fire department access and fire department access roads shall be provided and maintained in accordance with [1:18.2.1] Fire Department Access Roads. [1:18.2.3] Required Access Approved fire department access roads shall be provided in accordance with for every facility, building, or portion of a building hereafter constructed or relocated. [1: ] The provisions of through shall be permitted to be modified by the AHJ where any of the following conditions exists: (1) One- and two-family dwellings protected by an approved automatic sprinkler system in accordance with Section 13.1 of NFPA 1 (2) Existing one- and two-family dwellings (3) Private garages having an area not exceeding 400 ft 2 (4) Carports having an area not exceeding 400 ft 2 (5) Agricultural buildings having an area not exceeding 400 ft 2 (6) Sheds and other detached buildings having an area not exceeding 400 ft 2 [1: ] When fire department access roads cannot be installed due to location on property, topography, waterways, nonnegotiable grades, or other similar conditions, the authority having jurisdiction shall be authorized to require additional fire protection features. [1: ] Access to Building A fire department access road shall extend to within 50 ft (15 m) of at least one exterior door that can be opened from the outside and that provides access to the interior of the building. [1: ] Where a one- or two-family dwelling, or townhouse, is protected with an approved automatic sprinkler system that is installed in accordance with NFPA 13D or NFPA 13R, as applicable, the distance in shall be permitted to be increased to 150 ft (46 m). [1: ] Additional Requirements. Page 2

3 Fire department access roads shall be provided such that any portion of the facility or any portion of an exterior wall of the first story of the building is located not more than 150 ft (46 m) from fire department access roads as measured by an approved route around the exterior of the building or facility. [1: ] When buildings are protected throughout with an approved automatic sprinkler system that is installed in accordance with NFPA 13, Standard for the Installation of Sprinkler Systems; NFPA 13D, Standard for the Installation of Sprinkler Systems in One- and Two-Family Dwellings and Manufactured Homes; or NFPA 13R, Standard for the Installation of Sprinkler Systems in Low-Rise Residential Occupancies, the distance shall be permitted to be increased to 450 ft (137 m). [1: ] Multiple Access Roads. More than one fire department access road shall be provided when it is determined by the authority having jurisdiction that access by a single road could be impaired by vehicle congestion, condition of terrain, climatic conditions, or other factors that could limit access. [1: ] Specifications. [1: ] Dimensions. [1: ] (A) Fire department access roads shall have an unobstructed width of not less than 20 ft (6100 mm). [1: ] (B) Fire department access roads shall have an unobstructed vertical clearance of not less than 13 ft 6 in. (4.1 m). [1: ] (C) Vertical clearance shall be permitted to be reduced, provided such reduction does not impair access by fire apparatus, and approved signs are installed and maintained indicating the established vertical clearance when approved. [1: ] (D) Vertical clearances or widths shall be increased when vertical clearances or widths are not adequate to accommodate fire apparatus. [1: ] Surface. Fire department access roads shall be designed and maintained to support the imposed loads of fire apparatus and shall be provided with an all-weather driving surface. [1: ] Turning Radius. (A) The turning radius of a fire department access road shall be as approved by the authority having jurisdiction. [1: ] (B) Turns in fire department access roads shall maintain the minimum road width. Page 3

4 Dead Ends. Dead-end fire department access roads in excess of 150 ft (46 m) in length shall be provided with approved provisions for the fire apparatus to turn around. [1: ] Bridges. [1: ] (A) When a bridge is required to be used as part of a fire department access road, it shall be constructed and maintained in accordance with nationally recognized standards. [1: ] (B) The bridge shall be designed for a live load sufficient to carry the imposed loads of fire apparatus. [1: ] (C) Vehicle load limits shall be posted at both entrances to bridges where required by the authority having jurisdiction. [1: ] Grade. [1: ] (A) The gradient for a fire department access road shall not exceed the maximum approved. [1: ] (B)* The angle of approach and departure for any means of fire department access shall not exceed 1 ft drop in 20 ft (305 mm drop in 6100 mm) or the design limitations of the fire apparatus of the fire department, and shall be subject to approval by the authority having jurisdiction. [1: ] Marking of Fire Department Access Road. Where required by the authority having jurisdiction, approved signs or other approved notices shall be provided and maintained to identify fire department access roads or to prohibit the obstruction thereof or both. [1: ] Submitter Information Verification Submitter Full Name: Tracy Vecchiarelli Organization: National Fire Protection Assoc Street Address: City: State: Zip: Submittal Date: Wed Aug 12 09:39:36 EDT 2015 Committee Statement Committee Statement: This CI serves as a placeholder pending any revisions to the extracts from NFPA 1. Page 4

5 5 Response Message: Page 5

6 Committee Input No NFPA [ Section No ] Type IV (2HH) Construction Type IV Construction. Type IV (2HH) construction shall be that type in which fire walls, exterior walls, and interior bearing walls and structural elements that are portions of such walls are of approved noncombustible or limited-combustible materials, except as allowed for exterior walls in Other interior structural elements, arches, floors, and roofs shall be of solid or laminated wood or cross-laminated timber without concealed spaces or with concealed spaces conforming to Section and shall comply with the allowable dimensions of Exterior Wall Separation. Exterior walls greater than 30 ft (9.1 m) from the property line shall be permitted to be of heavy timber construction, provided that the 2-hour rating as required by Table is maintained and such walls contain no combustible concealed spaces Interior Columns, Arches, Beams, Girders, and Trusses. Interior columns, arches, beams, girders, and trusses of approved materials other than wood shall be permitted, provided that they are protected to provide a fire resistance rating of not less than 1 hour Concealed Space. Certain concealed spaces shall be permitted in accordance with the following: (1) Concealed spaces in accordance with (2) Concealed spaces within 1-hour fire resistance rated interior walls and partitions in accordance with Section shall not require additional protection. (3) Concealed spaces in floors, roofs or walls of Cross Laminated Timber construction in accordance with one or more of the following and which do not contain combustibles other than building elements and electrical, mechanical, fire protection, or plumbing materials and equipment: 1. The building is sprinklered throughout and automatic sprinklers are also provided in the concealed space. 2. The concealed space shall be filled completely with noncombustible insulation. 3. Surfaces within concealed spaces shall be fully sheathed with not less than 1/2 inch gypsum board or non combustible materials Type IV (2HH) Allowable Dimensions. All dimensions in for solid sawn members shall be considered nominal The net finished dimensions of glued-laminated members shall be equivalent to the nominal dimensions of solid sawn timbers Cross-laminated timber dimensions shall be actual dimensions Columns. Page 6

7 Wood columns supporting floor loads shall be not less than 8 in. (205 mm) in any dimension Wood columns supporting only roof loads shall be not less than 6 in. (150 mm) in width and not less than 8 in. (205 mm) in depth Beams Wood beams and girders supporting floor loads shall be not less than 6 in. (150 mm) in width and not less than 10 in. (255 mm) in depth Wood beams and girders and other roof framing supporting roof loads only shall be not less than 4 in. (100 mm) in width and not less than 6 in. (150 mm) in depth Arches Framed or glued laminated arches that spring from the finished ground level or the floor line, and timber trusses that support floor loads, shall be not less than 8 in. (205 mm) in width or depth Framed or glued laminated arches for roof construction that spring from the finished ground level or the floor line and do not support floor loads shall have members not less than 6 in. (150 mm) in width and not less than 8 in. (205 mm) in depth for the lower half of the member height, and not less than 6 in. (150 mm) in depth for the upper half of the member height Framed or glued laminated arches for roof construction that spring from the top of walls or wall abutments, and timber trusses that do not support floor loads, shall have members not less than 4 in. (100 mm) in width and not less than 6 in. (150 mm) in depth Spaced members shall be permitted to be composed of two or more pieces not less than 3 in. (75 mm) in thickness where blocked solidly throughout their intervening spaces or where such spaces are tightly closed by a continuous wood cover plate not less than 2 in. (51 mm) in thickness that is secured to the underside of the members Splice Plates. Splice plates shall be not less than 3 in. (75 mm) in thickness. Page 7

8 Floors. Floors shall be constructed without concealed spaces except as provided in (2) and shall be permitted to be any of the following materials: (1) Materials shall be spline or tongue-and-groove plank not less than 3 in. (75 mm) in thickness that is covered with 1 in. (25 mm) tongue-and-groove flooring, laid crosswise or diagonally to the plank, or with 1 2 in. (13 mm) wood structural panel; or they shall be constructed of laminated planks not less than 4 in. (100 mm) in width, set close together on edge, spiked at intervals of 18 in. (455 mm), and covered with 1 in. (25 mm) tongueand-groove flooring, laid crosswise or diagonally to the plank, or with 1 2 in. (13 mm) wood structural panel. (2) Cross-laminated timber complying with shall be not less than 4 in. (102 cm) thick and shall be continuous between supports. Individual timbers shall be fastened to one another. Cross-laminated timbers shall be permitted to be connected to walls without shrinkage gaps provided dimensional changes are considered in design. Concealed spaces shall be permitted in accordance with Section Roof Decks. Roof decks shall be permitted to be constructed of any of the following materials: (1) Spline or tongue-and-groove plank not less than 2 in. (51 mm) in thickness (2) Laminated planks not less than 3 in. (75 mm) in width, set close together on edge, and laid as required for floors (3) in. (29 mm) thick interior wood structural panel (exterior glue) (4) Cross-laminated timber (5) Approved noncombustible or limited-combustible materials of equivalent fire durability Special Requirements Type IV Construction. The special requirements in through shall apply to Type IV construction Structural Elements. Structural elements shall be of heavy timber members (sawn or glued-laminated), crosslaminated timber, or fire resistance rated construction as set forth in Table when materials other than heavy timber or cross-laminated timber are used Columns, Arches, Beams, and Roof Decking. Where horizontal separation of 20 ft (6100 mm) or more is provided, wood columns, arches, beams, and roof decking conforming to the requirements for heavy timber in shall be permitted to be used on the exterior of the building Partitions. Permanent partitions shall be permitted to be of solid wood construction formed by not less than two layers of matched boards of 1 in. (25 mm) nominal thickness or of 1-hour fire resistance rated construction as set forth in Table Floors. Floors shall be permitted to be of heavy timber, masonry, concrete, wood, or steel and shall be constructed as required in Chapter Roofs. Roofs of 1-hour fire resistance rated construction shall be permitted Stairways. Page 8

9 Stairways shall be permitted to be constructed with wood treads and risers of not less than 2 in. (51 mm) nominal thickness Where built-on, laminated, or plank inclines are required for floors, stairways shall be permitted to be 1 in. (25 mm) nominal thickness or shall be permitted to be constructed as required for buildings of Type I or Type II construction Exterior Walls. Exterior walls having a required fire resistance rating of 2 hours or less shall be permitted to be constructed with any of the following materials: (1) Noncombustible material shall be permitted. (2) Limited-combustible material shall be permitted. (3) Fire retardant treated wood shall be permitted. Approved fire-retardant-treated wood framing shall be permitted within the assembly of exterior walls having a horizontal separation of not less than 60 in. (1525 mm), provided that the fire resistance rating is maintained and the exposed outer and inner faces of such walls are constructed of limitedcombustible or noncombustible materials. (4) Cross-laminated timber complying with shall be permitted provided the exterior surface of the cross-laminated timber is protected by one of the following: (5) Fire retardant treated wood not less than in. (12 mm) thick (6) Gypsum board not less than 1 2 in. (12.7 mm) thick (7) Noncombustible material Exterior Nonbearing Walls. Exterior nonbearing walls tested in accordance with, and meeting the conditions of acceptance of, NFPA 285, Standard Fire Test Method for Evaluation of Fire Propagation Characteristics of Exterior Non-Load-Bearing Wall Assemblies Containing Combustible Components, shall be permitted. Submitter Information Verification Submitter Full Name: Tracy Vecchiarelli Organization: National Fire Protection Assoc Street Address: City: State: Zip: Submittal Date: Wed Aug 12 09:50:24 EDT 2015 Committee Statement Committee Statement: Recent construction techniques involving the use of heavy timber structural members have been designed and built globally. Many of these designs have exceeded traditional height limits (four-five stories) and have been completed using performance based Page 9

10 0 Response Message: design or equivalency processes. The committee input is intended to introduce revised height limits for such structural members. In addition, FPRF released a Phase 1 study on feasibility of tall timber structures in March This study captured the potential benefits, hazards, and concerns with this construction technique. Public comments on this concept are encouraged. Page 10

11 1 Committee Input No NFPA [ New Section after ] Height of New Hotels and New Apartment Buildings of Mass Timber The height limitation for New Hotels and New Apartment Buildings of Type IV construction shall be permitted to be increased to nine stories and 100 feet ( mm) where the building is separated by not less than 50 feet ( mm) from any other building on the lot and from adjacent lot lines or lot lines on the opposite sides of public streets, provided all of the following are met: 1. All load bearing structural elements shall be heavy timber complying with Sections ; and of two hour fire resistance rating in accordance with Section The interior surfaces of all heavy timber walls and ceilings shall be covered by two layers of 5/8" Type X gypsum board, with all edges of the face layer offset 18" from those of the base layer. The base layer shall be attached with 1.75" #6 Type S drywall screws at 12" o.c. in both directions and the face layer to be attached with 2.25" #6 Type S drywall screws at 12" o.c. in both directions offset from the screws in the base layer by 6 inches in both directions. One layer of 5/8" Type X gypsum sheathing shall be attached to the outside of the exterior heavy timber walls with minimum 1 ¾" galvanized roofing nails 12" on center each way and 6" on center at all joints or ends. All panel edges shall be attached with drywall screws or roofing nails located at least 1.5 inches but no more than 2 inches from the panel edge. 3. Fire-retardant treated wood, of light-frame construction, shall not be permitted as a bearing element in any walls. Submitter Information Verification Submitter Full Name: Tracy Vecchiarelli Organization: National Fire Protection Assoc Street Address: City: State: Zip: Submittal Date: Wed Aug 12 09:43:40 EDT 2015 Committee Statement Committee Statement: Response Message: Recent construction techniques involving the use of heavy timber structural members have been designed and built globally. Many of these designs have exceeded traditional height limits (four-five stories) and have been completed using performance based design or equivalency processes. The committee input is intended to introduce revised height limits for such structural members. In addition, FPRF released a Phase 1 study on feasibility of tall timber structures in March This study captured the potential benefits, hazards, and concerns with this construction technique. Public comments on this concept are encouraged. Page 11

12 2 Committee Input No NFPA [ Section No ] Residential Sprinkler Increase. For buildings classified as residential occupancies provided with an approved, electrically supervised automatic sprinkler system in accordance with NFPA 13R, the allowable height for nonsprinklered buildings shall be permitted to be increased by 20 ft (6100 mm), and the allowable number of stories for nonsprinklered buildings shall be permitted to be increased by one story, provided that the building height does not exceed 60 ft (18 m) and the number of stories above grade plane does not exceed four. Submitter Information Verification Submitter Full Name: Tracy Vecchiarelli Organization: National Fire Protection Assoc Street Address: City: State: Zip: Submittal Date: Wed Aug 12 09:13:37 EDT 2015 Committee Statement Committee Statement: Response Message: This revision is being suggested to receive public comment on the allowance to use NFPA 13R systems in what essentially are 5 story buildings (concrete pedestal design). NFPA has been looking at the issue of severe property damage, but no life loss, in buildings protected with NFPA 13R sprinkler systems. While these fires are infrequent, they do occur on occasion. Concerns have been expressed about the appropriate use of NFPA 13R in some of these circumstances. In preparation for the Second Draft meeting, the committee wants to look at this problem in a holistic manner and look at other potential contributing factors and solutions. These include, but are not limited to, limiting the overall area of attics, limiting the overall area of the building square footage, develop more refined requirements for attic and combustible concealed space draft stopping and provide a renewed emphasis on inspection of draft stops. Public comments are encouraged on this topic. Page 12

CHAPTER 6 TYPES OF CONSTRUCTION

CHAPTER 6 TYPES OF CONSTRUCTION CHAPTER 6 TYPES OF CONSTRUCTION SECTION 61 GENERAL 61.1 Scope. The provisions of this chapter shall control the classification of buildings as to type of construction. SECTION 62 CONSTRUCTION CLASSIFICATION

More information

First Revision No NFPA [ Section No ]

First Revision No NFPA [ Section No ] First Revision No. 1001-NFPA 5000-2015 [ Section No. 7.2.5.6.8 ] Global FR-6108 7.2.5.6.8 Exterior Nonbearing Walls. Exterior nonbearing walls tested shall be permitted when tested in accordance with,

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

FIGURE R502.2 FLOOR CONSTRUCTION

FIGURE R502.2 FLOOR CONSTRUCTION CHAPTER 5 FLOORS 11 I SECTION R501 GENERAL R501.1 Application. The provisions of this chapter shall control the design and construction of the floors for all buildings including the floors of attic spaces

More information

FIRE AND SMOKE PROTECTION FEATURES

FIRE AND SMOKE PROTECTION FEATURES CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES SECTION 70 GENERAL 70. Scope. The provisions of this chapter shall govern the materials, systems and assemblies used for structural fire resistance and fire-resistance-rated

More information

CHAPTER 26 PLASTIC SECTION BC 2601 SECTION BC 2603 GENERAL FOAM PLASTIC INSULATION

CHAPTER 26 PLASTIC SECTION BC 2601 SECTION BC 2603 GENERAL FOAM PLASTIC INSULATION CHAPTER 26 PLASTIC SECTION BC 2601 GENERAL 2601.1 Scope. These provisions shall govern the materials, design, application, construction and installation of foam plastic, foam plastic insulation, plastic

More information

TYPICAL BEARING WALL FRAMING

TYPICAL BEARING WALL FRAMING BASIC WOOD FRAMING City of Grand Rapids Building Safety Division 218-326-7601 www.grandrapidsmn.org This handout is intended only as a guide and is based in part on the 2007 Minnesota State Building Code,

More information

CITY OF CEDAR FALLS DEPARTMENT OF DEVELOPMENTAL SERVICES INSPECTION SERVICES DIVISION PHONE Residential Accessory Structures

CITY OF CEDAR FALLS DEPARTMENT OF DEVELOPMENTAL SERVICES INSPECTION SERVICES DIVISION PHONE Residential Accessory Structures CITY OF CEDAR FALLS DEPARTMENT OF DEVELOPMENTAL SERVICES INSPECTION SERVICES DIVISION PHONE - 268-5161 Residential Accessory Structures This information has been compiled for the benefit of any person

More information

Administrative Changes

Administrative Changes Revised 11/29/06 Knox County Residential Building Codes Significant Changes From The 1995 CABO One And Two Family Dwelling Code To The 2006 International Residential Code All one and two family dwellings

More information

Scope. Codes and Standards

Scope. Codes and Standards Riverside County Fire Department Fire Protection Planning Section Riverside Office: 4080 Lemon St., 2 nd Floor, Riverside, CA 92502 Ph. (951) 955-4777 Fax (951) 955-4886 Palm Desert Office: 77-933 Las

More information

CHAPTER 26 PLASTIC SECTION 2601 SECTION 2603 GENERAL FOAM PLASTIC INSULATION

CHAPTER 26 PLASTIC SECTION 2601 SECTION 2603 GENERAL FOAM PLASTIC INSULATION CHAPTER 26 PLASTIC SECTION 2601 GENERAL 2601.1 Scope. These provisions shall govern the materials, design, application, construction and installation of foam plastic, foam plastic insulation, plastic veneer,

More information

FIRE AND SMOKE PROTECTION FEATURES

FIRE AND SMOKE PROTECTION FEATURES CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES SECTION 70 GENERAL 70. Scope. The provisions of this chapter shall govern the materials, systems and assemblies used for structural fire resistance and fire-resistance-rated

More information

1. Frozen food warehouses used solely for storage of Class I and II commodities where protected by an approved automatic sprinkler system.

1. Frozen food warehouses used solely for storage of Class I and II commodities where protected by an approved automatic sprinkler system. Draft curtains are typically used in warehouses, aircraft hangars and large industrial plants to contain or channel smoke that rises to the ceiling in a fire. They can keep the smoke from rolling across

More information

FIRE AND SMOKE PROTECTION FEATURES

FIRE AND SMOKE PROTECTION FEATURES CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES SECTION 70 GENERAL 70. Scope. The provisions of this chapter shall govern the materials, systems and assemblies used for structural fire resistance and fire-resistance-rated

More information

INTERIOR FINISHES CHAPTER 8

INTERIOR FINISHES CHAPTER 8 CHAPTER 8 INTERIOR FINISHES SECTION 801 GENERAL 801.1 Scope. Provisions of this chapter shall govern the use of materials used as interior finishes, trim and decorative materials. 801.1.1 Interior finishes.

More information

INTERIOR FINISHES CHAPTER 8

INTERIOR FINISHES CHAPTER 8 CHAPTER 8 INTERIOR FINISHES SECTION 801 GENERAL 801.1 Scope. Provisions of this chapter shall govern the use of materials used as interior finishes, trim and decorative materials. 801.2 Interior wall and

More information

SCREEN PORCHES 101 DEVELOPMENT RESOURCES, INC Permit Requirements

SCREEN PORCHES 101 DEVELOPMENT RESOURCES, INC Permit Requirements SCREEN PORCHES 101 DEVELOPMENT RESOURCES, INC. 320-226.5189 www.101developmentresources.com While every attempt has been made to insure the correctness of this handout, no guarantees are made to its accuracy

More information

GARAGES/ONE-STORY City of Grand Rapids Building Safety Division

GARAGES/ONE-STORY City of Grand Rapids Building Safety Division GARAGES/ONE-STORY City of Grand Rapids Building Safety Division 218-326-7601 www.cityofgrandrapidsmn.com This handout is intended only as a guide and is based in part on the 2015 Minnesota State Building

More information

Outcomes of ICC Tall Wood Ad Hoc Committee: Proposals and Discussion

Outcomes of ICC Tall Wood Ad Hoc Committee: Proposals and Discussion Outcomes of ICC Tall Wood Ad Hoc Committee: Proposals and Discussion DES605 Sam Francis, C.B.O. Senior Director, National Programs American Wood Council Paul Coats, P.E., C.B.O. Southeast Regional Manager

More information

INTERIOR FINISHES CHAPTER 8

INTERIOR FINISHES CHAPTER 8 CHAPTER 8 INTERIOR FINISHES SECTION 801 GENERAL 801.1 Scope. Provisions of this chapter shall govern the use of materials used as interior finishes, trim and decorative materials. 801.2 Interior wall and

More information

PENNSAFE BUILDING INSPECTION SERVICES LLC Deck and Roof Cross Section Submittal

PENNSAFE BUILDING INSPECTION SERVICES LLC Deck and Roof Cross Section Submittal PENNSAFE BUILDING INSPECTION SERVICES LLC Deck and Roof Cross Section Submittal Roof Size: Width: Length: Roof Type: Gable: Hip: Shed: Roof Pitch: (check one) Trusses: Rafters: Spacing of Trusses or Rafters:

More information

POST AND FRAME STRUCTURES (Pole Barns)

POST AND FRAME STRUCTURES (Pole Barns) POST AND FRAME STRUCTURES (Pole Barns) Post and frame structures. The following requirements serve as minimum standards for post and frame structures within all of the following structural limitations:

More information

PENNSAFE BUILDING INSPECTION SERVICES LLC PERMIT APPLICATION

PENNSAFE BUILDING INSPECTION SERVICES LLC PERMIT APPLICATION PENNSAFE BUILDING INSPECTION SERVICES LLC PERMIT APPLICATION Permit No. 175 Beaver Drive, P.O. Box 486 DuBois, PA 15801 Phone: 814-375-1111 Fax: 814-375-1117 Toll Free: 855-PENNSAF LOCATION OF PROPOSED

More information

CHAPTER 5 FLOORS SECTION R501

CHAPTER 5 FLOORS SECTION R501 CHAPTER 5 FLOORS SECTION R501 GENERAL R501.1 Application. The provisions of this chapter shall control the design and construction of the floors for all buildings including the floors of attic spaces used

More information

POST AND FRAME STRUCTURES (Pole Barns)

POST AND FRAME STRUCTURES (Pole Barns) POST AND FRAME STRUCTURES (Pole Barns) Post and frame structures. The following requirements serve as minimum standards for post and frame structures within all of the following structural limitations:

More information

HCD DSA OSHPD 1 2 1/AC AC SS SS/CC CALIFORNIA BUILDING CODE 301

HCD DSA OSHPD 1 2 1/AC AC SS SS/CC CALIFORNIA BUILDING CODE 301 CALIFORNIA BUILDING CODE MATRIX ADOPTION TABLE CHAPTER 8 INTERIOR FINISHES (Matrix Adoption Tables are non-regulatory, intended only as an aid to the user. See Chapter 1 for state agency authority and

More information

WALL CONSTRUCTION CHAPTER 6

WALL CONSTRUCTION CHAPTER 6 CHAPTER 6 WALL CONSTRUCTION SECTION R601 GENERAL R601.1 Application. The provisions of this chapter shall control the design and construction of all walls and partitions for all buildings. R601.2 Requirements.

More information

9/20/2016 4:01 PM. Second Revision No NFPA [ New Section after ] Submitter Information Verification. Committee Statement

9/20/2016 4:01 PM. Second Revision No NFPA [ New Section after ] Submitter Information Verification. Committee Statement of 28 9/20/2016 4:01 PM Second Revision No. 5502-NFPA 101-2016 [ New Section after 36.2.1.5 ] 36.2.1.6 Grab Bars for Bathtubs, Bathtub-Shower Combinations, and Showers. 36.2.1.6.1 Where bathtubs, bathtub-shower

More information

Interior FRT Wood. References to ICC Building Codes

Interior FRT Wood. References to ICC Building Codes Interior FRT Wood References to ICC Building Codes Table of Contents International Building Code (IBC) 1 International Residential Code (IRC) 6 International Mechanical Code (IMC) 7 INTERNATIONAL BUILDING

More information

Fire Retardants and Truss Design. Overview

Fire Retardants and Truss Design. Overview Fire Retardants and Truss Design Overview Introduction Fire retardant treatments (FRT) were developed to be applied to building materials, such as dimension lumber (FRTW) and plywood, to reduce the ability

More information

R Code and Commentary for 2012 NC Residential Code final 03/06/13

R Code and Commentary for 2012 NC Residential Code final 03/06/13 R602.10 Code and Commentary for 2012 NC Residential Code final 03/06/13 Commentary italicized and printed in red 1. Section R602.10 -- provides charging language for two simplified bracing approaches (isolated

More information

WoodWorks. Learning Objective. Presentation Overview. Fire Protection II Requirements for rated assemblies and common detailing

WoodWorks. Learning Objective. Presentation Overview. Fire Protection II Requirements for rated assemblies and common detailing WoodWorks Fire Protection II Requirements for rated assemblies and common detailing Scott Lockyear, PE Learning Objective Discuss the type of rated assembly requirements in the International Building Code.

More information

BUILDING CODE COMMISSION

BUILDING CODE COMMISSION Ruling No. 02-22-877 Application No. 2002-19 BUILDING CODE COMMISSION IN THE MATTER OF Subsection 24(1) of the Building Code Act, S.O. 1992, c. 23, as amended. AND IN THE MATTER OF Sentences 3.3.1.2.(3),

More information

R CODE CHANGE PROPOSAL FORM (See instructions on page 2)

R CODE CHANGE PROPOSAL FORM (See instructions on page 2) CODE CHANGE PROPOSAL FORM (See instructions on page 2) Code: IRC 12/13 Sections 301.2.2.2.1 Proponent: Charles S. Bajnai, Chesterfield County, VA, ICC Building Code Action Committee 1. Delete as shown

More information

2003 International Residential Building Code

2003 International Residential Building Code 2003 International Residential Building Code Section R305 Ceiling Height Habitable rooms, hallways, corridors, bathrooms, toilet rooms, laundry rooms and basements shall have a ceiling height of not less

More information

SECTION : FIRE WALL AND FIRE SUPPRESSION REGULATIONS FOR R1-Z, R-2, R-3 ZONING AND PDD CATEGORIES

SECTION : FIRE WALL AND FIRE SUPPRESSION REGULATIONS FOR R1-Z, R-2, R-3 ZONING AND PDD CATEGORIES SECTION 500.110: FIRE WALL AND FIRE SUPPRESSION REGULATIONS FOR R1-Z, R-2, R-3 ZONING AND PDD CATEGORIES A. Purpose. The intent of this regulation is to amend the current adopted edition of the International

More information

Garage Construction. Permit Guide. Development Center. General Information. Zoning Ordinance Requirements. Building Code Requirements

Garage Construction. Permit Guide. Development Center. General Information. Zoning Ordinance Requirements. Building Code Requirements General Information Site Card. Before starting construction, post the site card (issued by the City) in a front window visible from the street. Miss Dig. Before you dig, call Miss Dig at 800.482.7171 This

More information

City of Republic Community Development Girder and Header Spans for Exterior Walls

City of Republic Community Development Girder and Header Spans for Exterior Walls City of Republic Community Development Girder and Header Spans for Exterior Walls Revision Date: January 2017 2012 IRC Table R502.5(1) Girder Spans a and Header Spans a for Exterior Bearing Walls (Maximum

More information

APPLICATION NUMBER:, TAX MAP KEY: STREET ADDRESS:, PRPOJECT: APPLICANT:, PHONE NO: MAILING ADDRESS:, FAX NO:

APPLICATION NUMBER:, TAX MAP KEY: STREET ADDRESS:, PRPOJECT: APPLICANT:, PHONE NO: MAILING ADDRESS:, FAX NO: COUNTY OF KAUAI BUILDING DIVISION, DEPARTMENT OF PUBLIC WORKS 4444 RICE STREET, SUITE 175, LIHUE, HAWAII 96766 Telephone: (808) 241-6655 Fax Number: (808) 241-6806 BUILDING CODE COMMERCIAL CHECKLIST APPLICATION

More information

Advanced Ventilation for Residential applications FBC Res 2010.

Advanced Ventilation for Residential applications FBC Res 2010. Advanced Ventilation for Residential applications FBC Res 2010. Course Description Review of the Residential Ventilation requirements in the Florida Building Code, Residential 2010. I. Introduction Dean

More information

General Residential Code Requirements

General Residential Code Requirements Residential building code review will be based on compliance with the requirements of the Louisiana State Uniform Construction code in accordance with ACT 12 of the 2005 First Extraordinary Session of

More information

Applying the Building Code During Design

Applying the Building Code During Design Applying the Building Code During Design A Step-By-Step Process AIA Learning Units The Salt Lake City CSI Chapter is a Registered Provider with The American Institute of Architects Continuing Education

More information

2012 IRC Wood Wall Bracing

2012 IRC Wood Wall Bracing Description 2012 IRC Wood Wall 2012 International Residential Code (IRC ) This 6-hour seminar provides a comprehensive explanation of the 2012 International Residential Code (IRC ) bracing requirements.

More information

INTERIOR ENVIRONMENT

INTERIOR ENVIRONMENT CHAPTER 12 INTERIOR ENVIRONMENT > SECTION 1201 GENERAL 1201.1 Scope. The provisions of this chapter shall govern ventilation, temperature control, lighting, yards and courts, sound transmission, room dimensions,

More information

WOOD USE IN NONCOMBUSTIBLE BUILDINGS

WOOD USE IN NONCOMBUSTIBLE BUILDINGS INTRODUCTION The National Building Code of Canada (NBCC) 1 requires that some buildings be of noncombustible construction under its prescriptive requirements. Its use in certain types of buildings such

More information

Residential Building Inspections

Residential Building Inspections Residential Building Inspections Foundations, Grade Beams, Pile Caps, Foundation Pads 1. All trenches or excavations and formwork shall be in accordance with the size(s) and configuration(s) as per approved

More information

Colorado Chapter of the International Conference of Building Officials. Building Guide. The Colorado Chapter of the International

Colorado Chapter of the International Conference of Building Officials. Building Guide. The Colorado Chapter of the International Building Guide Colorado Chapter of the International Conference of Building Officials Colorado Building Chapter of the International Guide Code Council Single Family Residential One Story Detached Garage

More information

ORDINANCE. APPROVED EMERGENCY: (Yes) (No) VETOED: Date

ORDINANCE. APPROVED EMERGENCY: (Yes) (No) VETOED: Date ORDINANCE AN ORDINANCE OF THE COMMISSION OF KNOX COUNTY, TENNESSEE RESCINDING ARTICLE III. CABO ONE- AND TWO-FAMILY DWELLING CODE, SEC. 10-56, SEC. 10-57 AND SEC. 10-58 AND ADOPTING THE 2006 INTERNATIONAL

More information

Georgia State Amendments to the International Residential Code for One- and Two- Family Dwellings

Georgia State Amendments to the International Residential Code for One- and Two- Family Dwellings Georgia State Amendments to the International Residential Code for One- and Two- Family Dwellings (2006 Edition) Georgia Department of Community Affairs Planning and Environmental Management Division 60

More information

FACT SHEET #2 DECK INFORMATION

FACT SHEET #2 DECK INFORMATION Borough of Doylestown Building and Zoning Department 57 West Court Street, Doylestown, PA 18901 215.345.4140 FACT SHEET #2 DECK INFORMATION BACKGROUND The provisions of the PAUCC. ICC Property Maintenance

More information

Wall bracing panel requirements

Wall bracing panel requirements Wall bracing panel requirements Building Inspections Exterior and interior walls must be braced in accordance with Minnesota State Building Code section R602 to resist wind loads and racking. Locations,

More information

The following are details of the code requirements of the 2015 International Residential Code for single-story decks.

The following are details of the code requirements of the 2015 International Residential Code for single-story decks. The following are details of the code requirements of the 2015 International Residential Code for single-story decks. The 2015 International Residential Code Section R507 contains additional information

More information

CARROLL COUNTY BUREAU OF PERMITS AND INSPECTIONS RESIDENTIAL CODE COMPLIANCE GUIDELINES FOR DECKS

CARROLL COUNTY BUREAU OF PERMITS AND INSPECTIONS RESIDENTIAL CODE COMPLIANCE GUIDELINES FOR DECKS CARROLL COUNTY BUREAU OF PERMITS AND INSPECTIONS RESIDENTIAL CODE COMPLIANCE GUIDELINES FOR DECKS Code Reference: Chapter 97, Code of Public Local Laws and Ordinances of Carroll County and The International

More information

City of Bemidji Building Office City Hall 317 4th Street NW Bemidji, Minnesota Phone Fax emi mn s

City of Bemidji Building Office City Hall 317 4th Street NW Bemidji, Minnesota Phone Fax emi mn s City of Bemidji Building Office City Hall 317 4th Street NW Bemidji, Minnesota 56601-3116 Phone 218-759-3573 Fax 218-759-3590 emi mn s Residential Header and Girder Spans Requirements 2015 MSBC Chapter

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

One and Two Family Additions

One and Two Family Additions One and Two Family Additions An addition to a house, duplex, garage, or an accessory structure requires a building permit prior to performing any construction. Building Department & Permit Office Mon-Fri

More information

DIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: STRUCTURAL PANELS REPORT HOLDER: ENERCEPT, INC.

DIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: STRUCTURAL PANELS REPORT HOLDER: ENERCEPT, INC. 0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) 423 6587 (562) 699 0543 www.icc es.org ESR 1780 Reissued 11/2017 This report is subject to renewal 11/2019. DIVISION: 06 00

More information

11.1.2* Adjacent Hazards or Design Methods. For buildings with two or more adjacent hazards or design methods, the following shall apply:

11.1.2* Adjacent Hazards or Design Methods. For buildings with two or more adjacent hazards or design methods, the following shall apply: 10 of 474 11/7/2013 12:33 PM First Revision No. 260-NFPA 13-2013 [ Section No. 11.1.2 ] 11.1.2* Adjacent Hazards or Design Methods. For buildings with two or more adjacent hazards or design methods, the

More information

First Revision No NFPA [ Section No ]

First Revision No NFPA [ Section No ] National Fire Protection Association Report of 17 http://submittals.nfpa.org/terraviewweb/contentfetcher?commentpara... 10/21/2015 9:28 AM First Revision No. 4502-NFPA 101-2015 [ Section No. 3.3.92.4 ]

More information

2015 IBC Exit Systems

2015 IBC Exit Systems Objectives 2015 IBC Exit Systems Based on the 2015 International Building Code Upon completion, participants will be better able to: Determine those means of egress components that are defined as exits

More information

HILLSBOROUGH TOWNSHIP CODE ENFORCEMENT

HILLSBOROUGH TOWNSHIP CODE ENFORCEMENT HILLSBOROUGH TOWNSHIP CODE ENFORCEMENT SAMPLE GUIDE FOR RESIDENTIAL DECKS revised 7 16 Call before you dig! 1 800 272 1000 New Jersey One Call. Utility Mark Out. THIS GENERIC GUIDE IS NOT ALL INCLUSIVE

More information

LINCOLN COUNTY REQUIRED INSPECTIONS (Last updated August 23, 2017)

LINCOLN COUNTY REQUIRED INSPECTIONS (Last updated August 23, 2017) LINCOLN COUNTY REQUIRED INSPECTIONS (Last updated August 23, 2017) It is the responsibility of the permit applicant to notify the building inspector when the work is ready for inspection. To request an

More information

2018 APPENDIX B BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS (EXCEPT 1 AND 2-FAMILY DWELLINGS AND TOWNHOUSES)

2018 APPENDIX B BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS (EXCEPT 1 AND 2-FAMILY DWELLINGS AND TOWNHOUSES) 2018 APPENDIX B BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS (EXCEPT 1 AND 2-FAMILY DWELLINGS AND TOWNHOUSES) (Reproduce the following data on the building plans sheet 1 or 2) Name of Project: Address:

More information

First Revision No NFPA [ Section No ]

First Revision No NFPA [ Section No ] National Fire Protection Association Report of 13 http://submittals.nfpa.org/terraviewweb/contentfetcher?commentpara... 10/28/2015 10:35 AM First Revision No. 5501-NFPA 5000-2015 [ Section No. 3.3.220.4

More information

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

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

2014 Florida Residential Code Advanced 5th Edition: Overview Internet

2014 Florida Residential Code Advanced 5th Edition: Overview Internet 2014 Florida Residential Code Advanced 5th Edition: Overview Internet Table of Contents Introduction... 4 Course Overview... 4 Code Administration & Enforcement... 4 Scope... 4 Dwellings, Townhouses &

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

RESIDENTIAL CONSTRUCTION New Dwellings and Additions

RESIDENTIAL CONSTRUCTION New Dwellings and Additions How to Obtain a Building Permit For RESIDENTIAL CONSTRUCTION New Dwellings and Additions MIAMI COUNTY, KANSAS CODE SERVICES DEPARTMENT 201 South Pearl Street, Suite 201 Paola, Kansas 66071-1777 Phone:

More information

EXETER TOWNSHIP HOOD AND DUCT SYSTEMS FOR COMMERCIAL KITCHENS

EXETER TOWNSHIP HOOD AND DUCT SYSTEMS FOR COMMERCIAL KITCHENS HOOD AND DUCT SYSTEMS FOR COMMERCIAL KITCHENS POLICY STATEMENT This policy applies to NEW Hood and Duct systems. The Authority Having Jurisdiction will not waive major criteria in the applicable standards

More information

Typical Finished Basement Details

Typical Finished Basement Details Albemarle County, Virginia Typical Finished Basement Details Based on the 2012 Virginia Residential Code Finished basements must be constructed in conformance with these details. For requirements, details

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

PRESCRIPTIVE COMPLIANCE METHOD

PRESCRIPTIVE COMPLIANCE METHOD CHAPTER PRESCRIPTIVE COMPLIANCE METHOD 3 SECTION 301 GENERAL 301.2 Building materials. Building materials shall comply with the requirements of this section. 301.2.1 Existing materials. Materials already

More information

High Piled Combustible Storage Guideline

High Piled Combustible Storage Guideline Moreno Valley High Piled Combustible Storage Approved and Authorized By: Adria Reinertson, Fire Marshal Issued: May 5, 2017 Rev: 7-28-16 City of Moreno Valley Fire Department Page 1 of 19 High Piled Storage

More information

INTERNATIONAL BUILDING CODE - ADOPTION AND AMENDMENTS Effective July 1, 2004

INTERNATIONAL BUILDING CODE - ADOPTION AND AMENDMENTS Effective July 1, 2004 CITY OF MERCER ISLAND 9611 SE 36 th Street, Mercer Island, Washington 98040-3732 PHONE (206) 236-5300 FAX (206) 236-3645 TDD (206) 232-9598 www.ci.mercer-island.wa.us INTERNATIONAL BUILDING CODE - ADOPTION

More information

CH. 9 WOOD CONSTRUCTION

CH. 9 WOOD CONSTRUCTION CH. 9 WOOD CONSTRUCTION PROPERTIES OF STRUCTURAL LUMBER Grading Load carrying capacity effected by: - Size and number of knots, splits & other defects - Direction of grain - Specific gravity of wood Grading

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

Requirements for Additions/Enclosed Deck/Finished Bonus Room/Dormer

Requirements for Additions/Enclosed Deck/Finished Bonus Room/Dormer Requirements for Additions/Enclosed Deck/Finished Bonus Room/Dormer Architectural prints one (1) set floor plan addressing the following items: o Decay-resistant sill plates o Show how and where combustion

More information

Quality Inspection 8618 London Heights San Antonio, TX Phone: (210)

Quality Inspection 8618 London Heights San Antonio, TX Phone: (210) Quality Inspection 8618 London Heights San Antonio, TX 78254 Phone: (210) 240-0476 PRE DRYWALL INSPECTION REPORT Prepared For: DELETED (Name of Client) Concerning: DELETED, San Antonio, TX 78258 (Address

More information

Building Codes and Ordinances ARC 227

Building Codes and Ordinances ARC 227 Building Codes and Ordinances ARC 227 Week 6 Fire Resistive Construction 03.02.10 Instructor: Rick Staub, AIA Email: staub@pointonearchitects.com Phone: 860-434-7707 Fire Resistive Construction Passive

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

RESIDENTIAL DETACHED STORAGE STRUCTURES (GARAGE)

RESIDENTIAL DETACHED STORAGE STRUCTURES (GARAGE) City Of Austin 500 Fourth Avenue N.E. Austin, Minnesota 55912-3773 Building Department 507-437-9950 Fax 507-437-7101 RESIDENTIAL DETACHED STORAGE STRUCTURES (GARAGE) *A Building permit is required for

More information

Gold Bond BRAND Gypsum Sheathing

Gold Bond BRAND Gypsum Sheathing BRAND 09 06 29 16 00/NGC 43/NGC brand is a moisture-resistant sheathing installed on the outside of exterior framing as a substrate for exterior claddings. It is manufactured with a treated water-resistant

More information

Statement of Special Inspections Michigan Building Code 2012 (MBC 2012)

Statement of Special Inspections Michigan Building Code 2012 (MBC 2012) Gaines Charter Township 8555 Kalamazoo Ave SE Caledonia MI 49316 PH: 616 698-6640 Fax: 616 698-2490 www.gainestownship.org Building Department Statement of Special Inspections Michigan Building Code 2012

More information

CITY OF HAGERSTOWN PLANNING & CODE ADMINISTRATION DEPARTMENT. Submittal Requirements

CITY OF HAGERSTOWN PLANNING & CODE ADMINISTRATION DEPARTMENT. Submittal Requirements CITY OF HAGERSTOWN PLANNING & CODE ADMINISTRATION DEPARTMENT 1 East Franklin Street Phone: 301-790-4163 Third Floor Hagerstown, MD 21740 Fax: 301-791-2650 BUILDING PERMIT APPLICATION FOR RESIDENTIAL ACCESSORY

More information

WILDLAND URBAN INTERFACE (WUI) PRODUCTS

WILDLAND URBAN INTERFACE (WUI) PRODUCTS CALIFORNIA DEPARTMENT of FORESTRY and FIRE PROTECTION OFFICE OF THE STATE FIRE MARSHAL WILDLAND URBAN INTERFACE (WUI) PRODUCTS Published by CAL-FIRE WILDLAND FIRE PREVENTION ENGINEERING Revised 12/17/07

More information

Changes to the 2018 International

Changes to the 2018 International Codes and Standards updates and discussions related to codes and standards 2018 IBC and 2018 IEBC Changes Related to Wood Construction John Buddy Showalter, P.E., David P. Tyree, P.E., C.B.O., and Sandra

More information

REPORT HOLDER: GYPSUM ASSOCIATION 962 WAYNE AVENUE, SUITE 620 SILVER SPRING, MARYLAND EVALUATION SUBJECT:

REPORT HOLDER: GYPSUM ASSOCIATION 962 WAYNE AVENUE, SUITE 620 SILVER SPRING, MARYLAND EVALUATION SUBJECT: 0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) 423 6587 (562) 699 0543 www.icc es.org ESR 338 Reissued 02/208 This report is subject to renewal 02/209. DIVISION: 09 00 00

More information

The 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 The better way to build TM Installation Manual FOUNDATION SIPs & FROST WALLS SIPs November 2016 PWF FOUNDATION & FROST WALL SIPs Installation Manual Table of Contents Topics General Requirements....................................

More information

Details for Exterior Brick Masonry Veneer Supported by Metal Plate Connected Wood Trusses

Details for Exterior Brick Masonry Veneer Supported by Metal Plate Connected Wood Trusses Details for Exterior Brick Masonry Veneer Supported by Metal Plate Connected Wood Trusses Released May 20, 2009 Updated March 9, 2011 Introduction: Wood frame structures with attached brick masonry veneer

More information

Wood Decks Zoning and construction requirements for open non-sheltered wood decks for residential dwellings

Wood Decks Zoning and construction requirements for open non-sheltered wood decks for residential dwellings PLANNING, PROPERTY AND DEVELOPMENT DEPARTMENT Wood Decks Zoning and construction requirements for open non-sheltered wood decks for residential dwellings November 2017 contents General Information... 3

More information

IBC GENERAL. Code Change No: G4-06/07. Original Proposal

IBC GENERAL. Code Change No: G4-06/07. Original Proposal DOCUMENTATION IBC GENERAL Code Change No: G4-06/07 Original Proposal Sections: 112.1, 1612.3, 3109.4.1.8, 3202.1.2, 3202.3.4, 3202.4, 3303.6, 3306.2 (IEBC [B] 1401.6.1), 3308.1(IEBC [B] 1403.1), 3409.9

More information

RESIDENTIAL BUILDING PLAN REQUIREMENTS

RESIDENTIAL BUILDING PLAN REQUIREMENTS CITY OF MANSFIELD BUREAU OF BUILDING AND CODES 30 NORTH DIAMOND STREET 3RD FLOOR MANSFIELD, OHIO 44902 Phone (419) 755-9688 Fax (419) 755-9453 www.ci.mansfield.oh.us RESIDENTIAL BUILDING PLAN REQUIREMENTS

More information

2018 IBC Update. Based on the 2018 International Building Code, (IBC ) Goal. Objectives. Content

2018 IBC Update. Based on the 2018 International Building Code, (IBC ) Goal. Objectives. Content Based on the 2018 International Building Code, (IBC ) The International Building Code (IBC ), establishes minimum regulations for building safety. This handout will identify important changes in the IBC

More information

PLANNING, PROPERTY AND DEVELOPMENT DEPARTMENT. Construction requirements for LOWER LEVEL DEVELOPMENT. in residential dwellings

PLANNING, PROPERTY AND DEVELOPMENT DEPARTMENT. Construction requirements for LOWER LEVEL DEVELOPMENT. in residential dwellings PLANNING, PROPERTY AND DEVELOPMENT DEPARTMENT Construction requirements for LOWER LEVEL DEVELOPMENT in residential dwellings January 2018 contents GENERAL INFORMATION... 3 BUILDING CODE REQUIREMENTS...

More information

Project Address Applicant: (Please Print) Plan review Engineer: Phone: Date

Project Address Applicant: (Please Print) Plan review Engineer: Phone: Date BUILDING AND SAFETY Tenant Improvement Checklist Project Address Applicant: (Please Print) Plan review Engineer: Phone: Date APPLICATION The following items will be required at the permit counter before

More information

CITY OF CAMDENTON OFFICE OF THE BUILDING OFFICIAL Commercial Building & Architectural Review Permit Application

CITY OF CAMDENTON OFFICE OF THE BUILDING OFFICIAL Commercial Building & Architectural Review Permit Application CITY OF CAMDENTON OFFICE OF THE BUILDING OFFICIAL Commercial Building & Architectural Review Permit Application DATE: / / PERMIT # REQUEST FOR: NEW BUILDING ADDITION REMODEL PLUMBING ONLY ELECTRIC ONLY

More information

CHECKLIST Inspecting a Garage

CHECKLIST Inspecting a Garage CHECKLIST Inspecting a Garage By Ben Gromicko This section deals with the details of the garage or carport inspection that may be performed. At the end of this section, you shall be able to: describe the

More information

BUILDING PERMIT APPLICATION

BUILDING PERMIT APPLICATION VILLAGE OF MATTAWAN BUILDING PERMIT APPLICATION *****PAYMENT IS FOR THE PERMIT IS DUE AT THE TIME OF APPLICATION***** The holder of the general contractor license or a direct representative of the company

More information

KERTO HEADER INSULATED LVL HEADER 31/2", 51/2" 3 1/2" AND 5 1/2" THICKNESSES DESIGN VALUES USA

KERTO HEADER INSULATED LVL HEADER 31/2, 51/2 3 1/2 AND 5 1/2 THICKNESSES DESIGN VALUES USA KERTO USA page 1/12 KERTO INSULATED LVL 3 1/2" AND 5 1/2" THICKNESSES DESIGN VALUES USA KERTO USA page 2/12 TABLE OF CONTENTS 3 Specification Guide 4 About Kerto Header 5 Insulation Values 6 Maximum Loads

More information