Read 8th Edition Base Code What's New? text version

ACEC -- 8th Edition Base Code What's New?

January 12, 2011

Presented by:

Tom Riley ­ Code Development Manager

Department of Public Safety

780 CMR 8th Edition Base Code

Disclaimer This presentation attempts to familiarize users with the new 8th edition and specifically with what's changed from the 7th edition. The information provided may have inaccuracies and cannot encompass all of the changes between the two editions of the building code. This training presentation may be found at the DPS website.

The 7th Edition Base Code

+

Embedded MA amendments

=

(Sold at State bookstore)

Note: The code also references other MA codes (plumbing, electrical, etc.) and I-codes* which cover mechanical and energy requirements.

*Can be purchased at www.iccsafe.org

The 8th Edition Base Code

+

MA Amendments

(Sold at the bookstore.)

Note: The code also references other MA codes (plumbing, electrical, etc.) and I-codes* which cover mechanical, energy, and existing building requirements.

*Can be purchased at www.iccsafe.org

The

th 8

Edition uses I-codes

DPS Website: www.mass.gov/dps

DPS Website: Building Code

Chapter 1: Administration

IBC sections flow with project:

101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116

General scope Applicability Dept. of Building Safety (Building Official) administration Duties of Building Official Permits Construction Documents Submittal Documents permitting Temporary Structures and Uses Fees Inspections construction Certificate of Occupancy Service Utilities -reserved Board of Appeals Violations problems Stop work order Unsafe Structures and Equipment

Chapter 1: Administration

Key items

Townhouse requirements(101.2) clarified...hopefully!

3-stories or less in one and two family code, appendix Z deleted.

Independent Structural Review (105.9) narrowed... Required on only high rise and complex structures Construction control(107.6) language tightened... Alternative means and methods which deviate from prescriptive code requirements must be submitted to the building official for approval, separate from the plans. IBC inspection language loosened (110.3) ... Construction inspection intervals may (not shall) include those set forth in sections 110.3.1 through 110.3.10 Periodic Inspection Table (Table 110) revised: Annual inspections of group residences removed. Fire escapes included in table. Temporary Certificate of Occupancy (111.3) : IBC language adopted authorizing building official.

Chapter 1: Administration

Referenced Codes (101.4)

·Specialized codes (M.G.L. c. 143, § 96): used in MA instead of or in conjunction with I-codes (IFC, IMC, IPC etc.). · Inspection of work under Specialized Codes by "individuals authorized by specialized codes". ·Specialized code work impacting building features subject to inspection by the building official. ·Access enforced by the building official. See M.G.L. c. 22, § 13A. ·Bunkers and magazines for explosive materials, flammable/combustible liquids and chemical process safety, defaults to 527 CMR and are enforceable by the head of the fire department rather than the building official. ·Sheet Metal Regulations enforced by the building official. See M.G.L. c. 13, § 102.

Specialized Codes

(MGL 143 § 96)

Plumbing 248 CMR Electrical 527CMR12 Access 521 CMR Fire Safety Code ? Fire Prevention 527 CMR Elevator 524 CMR Sheet Metal 271 CMR

·Fire Prevention (101.4.5): Reference to the IFC or IMC for fire prevention issues shall be considered reference to 527 CMR. If 527 CMR does not address, then IFC or IMC shall apply. If a conflict regarding fire prevention requirements exists between 527 CMR and 780 CMR the more stringent standard shall apply. ·Building code requirements in the IFC and IMC are made a part of 780 CMR and are enforceable by the building official. ·Oil fired appliances governed by 527 CMR 4.00.

Chapter 1: Administration

Other items of note: DDS Facilities (102.2.1): Additional safety features in one and two family dwellings for group residence do not change the building classification from one and two family. Work exempt from permit (105.2): Now specifies painting...cabinetry...finish work and playground equipment. Permit application (105.3): Indicate if licensed by a State care agency. Electronic seal (107.1.1): Allowed, see DPL website: www.mass.gov/dpl Inspection intervals (110.3) : The building official shall conduct inspections...which may include inspections set forth in Sections 110.3.1 through 110.3.10. Lowest floor in flood zones (110.3): Certification must be submitted to BO that elevation is in compliance with section 1612.5 before work above that elevation proceeds Temporary Occupancy (111.3): Key change is that this IBC section is not amended. Like the 7th edition the building official has the sole authority to issue a temporary certificate. The 8th does not require consultation with the fire official (7th edition language). Unsafe structures (116.1) : Resurrected 6th edition language per DFS request.

Chapter 3: Use and Occupancy

Overview:

7th

Chapter 4

·Group Residences ·Day Care centers ·Limited Group Residence ·Detox. Facilities ·Group Dwelling units

Moved to

8th

Chapter 3

In general, group homes, day care and related care facilities formerly in chapter 4 have been integrated into chapter 3.

Once classified, all requirements to be enforced by the BO are found in the main body of the code. Special requirements and emergency evacuation requirements are covered by MA care agency regulations and enforced by the respective agency.

Chapter 4: Special Use and Occupancy

Section number changes start with section 19: 7th Edition

19 20 21 22 23 24 25 26 27 28

110R3)

3109)

8th Edition

Live/Work Units

employees. R-2, 50% non-residential, ,max 5-

Mobile Units

(Formerly referred to 110 R3, 8th in

(Formerly in Appendix M, 8th in

Swimming Pools Group Residence

Groups I-1, R-1, R-2, R-3

requirements., not special use.

Fire separation

Hydrogen Cutoff Rooms

Incapable

Fuel cell related.

Day Care Centers Summer Camps for Children Bulk Merchandising Limited Group Residence Detoxification Facilities Group Dwelling Units Motion Picture/Television Facilities

Ambulatory Health Care Facilities Storm Shelters

Designed to ICC ­ 500 criteria.

Bulk Merchandising Motion Picture/Television Facilities Summer Camps for Children

Key: Red sections covered elsewhere in the 8th Blue titles new with 8th edition.

Chapter 4: Special Use and Occupancy

Changes and noted issues:

References to IFC; 527 CMR takes precedence over IFC where 527 CMR specifically addresses the topic. Both 527 CMR & IFC needed to properly review/enforce (see 101.4.5). Fire department review; fire department must review/approve permit submittals (see 107.1.2). Mall Buildings (402); now also applies to Open Mall Buildings (402.2).

Open perimeter (402.6.1); Option to reduce from 60-foot minimum in certain cases. Garages (402.7.1);Passenger car garages and open garages can be under the mall with 2-hr horizontal assemblies and be considered separate building

High Rise (403); still Massachusetts specific: 70 feet vs 75 feet

Less than 420 feet (403.2.1); have less stringent fire-resistance requirements. Greater than 420 feet:

Spray-on coverings; more stringent impact resistance ratings for fire resistant spray-on coverings. 2 sprinkler risers (403.3.1); minimum of 2 fire sprinkler risers located remote from each other. Adjacent floors cannot be supplied by the same sprinkler riser.

Redundant water supplies (403.3.2); required for fire pump installations. 2-way radios (403.4.4) ; must have equipment so that fire department radios are functional. Venting smoke (403.4.6); must have means of venting smoke from building after fire. Stairs remoteness (403.5.1); increased for exit stairs, scissor stairs considered one exit. Additional stairway (403.5.2); required for buildings greater than420 feet. Luminous markings (403.5.5); required in the exit enclosures to highlight egress paths. Elevators; IBC provisions for fire service elevators and occupant evacuation elevators just now adopted.

Chapter 4: Special Use and Occupancy

Parking garages (406)

Vehicle barrier height (406.2.4); requirement increased to 2-feet 9-inches from 2-feet due to increase in average vehicle size. Open wall space (406.3.3.1)to qualify as open parking garage - amended to 25% from 20% to be consistent with MGL's.

Hazardous materials (414 & 415); Detailed changes, including new control area approach, that are too detailed for this presentation

Chapter 5 General Building Heights and Areas

Chapter 5

is independent of other chapters controls the size of a building of a particular `use' and `construction type'

Special Industrial buildings (503.1.1) are exempt from Chapter 5 requirements. Hospital construction (503.1.3.1)­ MGL c.111, § 51 requires hospitals to be of at least TYPE IB construction (see Chapter 6). Exception (504.1) ­ 527 CMR 10 gives authority to Fire Services relative to required fire lane size and layout.

Chapter 5 General Building Heights and Areas

Automatic Sprinkler system increase (504.2) / Big Residential buildings in MA get increases using full NFPA 13 systems ­ i.e. per 903.3.1.1. Unlimited areas buildings (507.4) of more than 1 story- this section is `reserved'. Mixed Use & Occupancy (508) is new to this chapter & addresses requirements for each USE/Separation/Accessory & Incidental Use requirements.

Chapter 9: Basics

·Few Technical changes...If you know the 7th then

you'll have a good start on the 8th.

· IBC makes Numerous references to the

International Fire Code 2009 (IFC).

·MA State Fire Code (527 CMR) takes precedence

over IFC where 527 CMR specifically addresses the topi c.

·Both 527 CMR & IFC needed to properly

review/enforce (901.1 Note 2)

·Impact of MGL c.148 § 26G

Chapter 9: Basics (cont.)

· Authority language streamlined: In most cases approval

authority lies with either the building official or fire official.

· Emergency responder radio coverage required for all new

buildings

· Required smoke alarms still photoelectric only. · Portable Fire Extinguisher section expanded. · Carbon Monoxide protection clarified...is required for all

places with sleeping arrangements, not just where there is parking or fossil fuel burning equipment.

· Smoke Proof Enclosures: Unique MA requirement not

carried to the 8th edition.

Chapter 9: Basics (cont.)

· Several MA amendments to NFPA Standards are incorporated: ·NFPA 72, Fire Alarm Code: 2010 (not 2007) ·NFPA 720, Carbon Monoxide: 2009 (not found in IBC) ·NFPA 92B, Smoke Management Systems: 2009 (not 2005) ·NFPA 130, ...Transit and Passenger Rail Systems: 2010 (not

found in IBC)

· also NFPA 140, 15, and 750.

Changes and noted issues: Submittals (107.1.2): Local Fire Department must review/approve fire protection submittals for building permit. Authority (901.1): Contains multiple changes to enforcement authority, including issuance of a temporary C of O (909.19). Acceptance Tests (901.5).Building official and/or fire official (or third party) must witness acceptance tests Sprinkler requirements (Table 903.2) ·Most sprinkler thresholds in Tabular form. Note: fire area concept from IBC of where sprinklers are required is not valid. Sprinklers generally required throughout building when required. ·Non-nightclub A-2: sprinklered at 100 occupants; other A-2 triggers remain unchanged. ·Ambulatory Health Care: certain facilities sprinklered ·Mercantile Use with upholstered furniture: sprinklered Sprinkler Standards · Clarified NFPA 13R use ­ cannot be used in a Mixed Use building · Clarified that townhouses require fire sprinkler protection ·13R not allowed in R-Use when area greater than 12,000 ft. · Balconies of Type V construction need sprinkler protection when using a 13R system (903.3.1.2.1) A-2 Nightclub fire alarm activation(907.2.1.2) : illuminate egress; bring house lights to full; stop audible/visible distractions Use Group E fire alarm system(907.2.3): requires voice capabilities Smoke alarms(907.2.11): must be photoelectric type Sleeping areas in non-R Use (907.2.24): must have fire detection/notification system protecting the sleeping area and its egress­ for example a bunk room in a B-Use fire station. Manual Pull Stations (various sections): IBC allows these to be eliminated in certain sprinklered buildings...the 8th edition (like the 7th edition) for the most part requires manual pull stations. Independent third party review (909.2): required for performance-based smoke control systems

Chapter 9: Fire Protection Systems

Chapter 10: Means of Egress

MA-unique requirements of 7th & 8th Edition:

Fire escapes: Maintenance and certification, etc. MA-Specialized Codes: Express recognition of. B-use locking arrangements: Special MA-allowed locking arrangements for B-USE buildings where 1 tenant occupies an entire floor. Electromagnetic striker lock: Recognition of MGL c.143 § 3R. Nightclub egress: Special egress requirements for new construction nightclubs.

Chapter 10: Means of Egress

Differences between the 7th and 8th:

Minimum egress dimensions (1005.1): New construction minimum required egress dimensions for other than H & I-2 occupancies allowed when such occupancies equipped w/fire sprinklers and voice evacuation. Electrical rooms (1011.1.1) : Now required to have additional exit signage no more than 18 inches off of the floor. Exit travel distance increase for F-1 or S-1 Uses (1016.1) : Allowed exit travel distance increased to 400' for one story F-1 and S-1 Uses when such buildings equipped throughout w/fire sprinklers and buildings have automatic heat and smoke roof vents. Assembly main exit, (1028.2 EXCEPTION): For nightclubs w/50 or more occupants, this Exception allowing distributed exits is overridden by the primary main exit requirements for nightclubs .

Chapter 13: Energy Efficiency

Overview ·What is the Same?

·Technical and administrative MA Amendments. ·ASHRAE 90.1-2007 remains the default design option.

·What

is different?

·Format and Section numbering ·No new major requirements; The devil is in the details...

Chapter 13: Energy Efficiency

Changes and noted issues:

MA Amendments; No technical/administrative differences between 7th & 8th Edition. Technical differences ; are between IECC-2006 w/2007 Supplement and IECC-2009. Format/Section numbering changes; exist between IECC-2009 and earlier variant. ASHRAE 90.1-2007(C1); remains the default design option. Administrative criteria (C1); C1 of the 8th overrides the admin. criteria of C1 of IECC2009. Vapor retarder (C4); requirements of IECC-2007moved to IRC-2009, C6 & C11. Prescriptive changes (T402.1.1 and T402.1.3); several numerical changes to R or U Factors. Optional air leak testing (402.4.1); allows, as an option, physical air leakage testing (testing is not mandatory as visual inspections allowed). Computer modeling (405); : "SIMULATED PERFORMANCE ALTERNATIVES" has an expanded set of guidance/requirements on how to do such computer modeling. Prescriptive changes (T502.1.2 & T502.2(1)); reflect more stringent R and U values and generally require different R and U values for "Commercial" buildings v. "Residential" buildings. Vapor retarder(C5); requirements of IECC-2006/2007 moved to C14 of the IBC-2009.

Chapter 13: Energy Efficiency

HVAC equipment performance requirements ( 503.2.3); the EXCEPTION, now in more detail, addresses water-cooled centrifugal water chilling packages not designed for operation at ARHI Standard conditions. Chiller efficiency (T503.2.3(7)); updated efficiency requirements. Snow melt systems (503.2.4.5); requires auto shutoff controls for heated pavements. Pipe insulation (T503.2.8); has slightly more conservative pipe insulation thicknesses than earlier table versions. Air systems (503.2.10): inclusive, addresses air system design and control. Hydronic pump system (503.4.3.3); "Hydronic (water loop) heat pump systems", inclusive, updated. Lighting in dwelling units (505.1) ; EXCEPTION, exempts lighting w/in dwelling units where 50% or more of permanently installed interior light fixtures use high-efficacy lamps. Total connected interior lighting power (505.5.1); EXCEPTIONS have been expanded. Exterior light zones (T505.6.2(1)); Table has been added. Total building performance (506 inclusive); has an expanded set of guidance/requirements on how to do such computer modeling.

Chapter 16: Structural Design

What is the same in the 7th and 8th?

Unique Snow and Wind loads Seismic coefficients same as IBC but values in Table Unreinforced Masonry (URM) not allowed Snow Drift Geometries go beyond ASCE-7 Some analysis methods not permitted

SAC* feels these will disappear from the national code soon. *Structural Advisory Committee

ASCE-7 2005 edition still in play

Town Houses (3 or less stories) Structural will be in the 8th 1&2.

Chapter 17 Structural Tests and Special Inspections

·

7th Edition `Unique' Chapter 17 Key Points:

­ Required a `Quality Assurance Plan' that was the ­ Responsibility of the `Registered Design Professional'

·

8th Edition MA amendments to IBC:

­ The owner shall provide for a registered design professional in responsible charge of controlled construction who shall:

· Assume BO duties assigned by the IBC · Submit a Test and Inspection Plan · Submit a Final Test and Inspection Report, prior to C of O.

Chapter 18 Soils and Foundations

This chapter is heavy with MA amendments

Essentially functions like 7th Broad coverage of various soil types and conditions

MA amendment allows Building Official to waive geotech investigation:

Where satisfactory data from adjacent areas is available that demonstrates an investigation is not necessary to meet the requirements of this chapter or, For unoccupied structures that do not pose a significant risk to public safety in the event of failure; or For structures used for agricultural purposes.

Chapter 34

Committee Decisions early on:

Sunset the 7th Chapter 34, Focus on IBC 2009 Delete IBC 2009 Chapter 34 Use IEBC 2009 which includes:

1. Prescriptive method (Chapter 3) 2. Work area method (Chapters 4 to 12):

a. b. Repairs, Alterations: Levels 1, 2, and 3 or Change of occupancy, Additions, Historic Buildings, or Relocated Buildings

3. Performance method (Chapter 13) but with peer review option for Building Official

Three Compliance Methods

Chapters 1-2 3 4-12

4 5 6 The method 7 is the choice of the owner. 8 The three methods are 9 independent. 10 11 12 13

Subjects Administrative Requirement and Definitions Prescriptive Compliance Method Work Area Compliance Method

Classification of Work Repairs Work Area Method Alterations: Level 1 may have some dependency between Alterations: Level 2 chapters. Alterations: Level 3 Change of Occupancy Additions Historic Buildings Moved or Relocated Buildings Performance Compliance Method

IEBC 2009: A Brief Overview

The `Road Map' of the `Work Area Method' is Chapter 4:

One page long! (see handout) Outlines `Classification of Work'

Repairs Alterations- Level 1 Alterations- Level 2 Alterations- Level 3 Change of Occupancy Additions Historic Buildings Relocated Buildings

IEBC Chapter 4

SECTION 401 GENERAL 401.1 Scope. The provisions of this chapter shall be used in conjunction with Chapters 5 through 12 and shall apply to the alteration, repair, addition and change of occupancy of existing structures, including historic and moved structures, as referenced in Section 101.5.2. The work performed on an existing building shall be classified in accordance with this chapter. 401.1.1 Compliance with other alternatives. Alterations, repairs, additions and changes of occupancy to existing structures shall comply with the provisions of Chapters 4 through 12 or with one of the alternatives provided in Section 101.5. 401.2 Work area. The work area, as defined in Chapter 2, shall be identified on the construction documents. 401.3 Occupancy and use. When determining the appropriate application of the referenced sections of this code, the occupancy and use of a building shall be determined in accordance with Chapter 3 of the International Building Code. SECTION 402 REPAIRS 402.1 Scope. Repairs, as defined in Chapter 2, include the patching or restoration or replacement of damaged materials, elements, equipment or fixtures for the purpose of maintaining such components in good or sound condition with respect to existing loads or performance requirements. 402.2 Application. Repairs shall comply with the provisions of Chapter 5. 402.3 Related work. Work on no damaged components that is necessary for the required repair of damaged components shall be considered part of the repair and shall not be subject to the provisions of Chapter 6, 7, 8, 9 or 10. SECTION 403 ALTERATION--LEVEL 1 403.1 Scope. Level 1 alterations include the removal and replacement or the covering of existing materials, elements, equipment, or fixtures using new materials, elements, equipment, or fixtures that serve the same purpose. 403.2 Application. Level 1 alterations shall comply with the provisions of Chapter 6. SECTION 404 ALTERATION--LEVEL 2 404.1 Scope. Level 2 alterations include the reconfiguration of space, the addition or elimination of any door or window, the reconfiguration or extension of any system, or the installation of any additional equipment. 404.2 Application. Level 2 alterations shall comply with the provisions of Chapter 6 for Level 1 alterations as well as the provisions of Chapter 7.

SECTION 405 ALTERATION--LEVEL 3 405.1 Scope. Level 3 alterations apply where the work area exceeds 50 percent of the aggregate area of the building. 405.2 Application. Level 3 alterations shall comply with the provisions of Chapters 6 and 7 for Level 1 and 2 alterations, respectively, as well as the provisions of Chapter 8. SECTION 406 CHANGE OF OCCUPANCY 406.1 Scope. Change of occupancy provisions apply where the activity is classified as a change of occupancy as defined in Chapter 2. 406.2 Application. Changes of occupancy shall comply with the provisions of Chapter 9. SECTION 407 ADDITIONS 407.1 Scope. Provisions for additions shall apply where work is classified as an addition as defined in Chapter 2. 407.2 Application. Additions to existing buildings shall comply with the provisions of Chapter 10. SECTION 408 HISTORIC BUILDINGS 408.1 Scope. Historic buildings provisions shall apply to buildings classified as historic as defined in Chapter 2. 408.2 Application. Except as specifically provided for in Chapter 11, historic buildings shall comply with applicable provisions of this code for the type of work being performed. SECTION 409 RELOCATED BUILDINGS 409.1 Scope. Relocated buildings provisions shall apply to relocated or moved buildings. 409.2 Application. Relocated buildings shall comply with the provisions of Chapter 12.

1) Removal of asphalt roof down to the sheathing & reroof w/asphalt 2) Tenant fit-out of 6 stories of the Prudential Tower in Boston 3) Addition of two stories to the top of a 10-story building 4) Addition of solar panels to a 2-story steel frame building 5) 3 Unit R-2: Remove/replace plaster and lathe, electrical and insulation. Same number & location of doors and windows, but most replaced. 6) Mill Building Conversion: F-Use to R-Use 7) Removal of asphalt roof & reroof w/copper.

8) Installation of exterior millwork on an historic building. 9) Restoration, replacement, & patching of clapboard siding. 10) Removal of a oil furnace and replacement with gas furnace 11) Condo conversion. Includes new window for each garden unit. 12) Strip mall. Building A/C unit replacement with new duct work to service new tenant on end unit. 13) 6 unit R-2: Blown in cellulose insulation 14) A structurally independent horizontal addition to the BPL

IEBC Fire Protection Requirements

Key Provisions:

Repairs & Alterations Level 1 shall be done in a manner that maintains the level of fire protection provided. Buildings undergoing Major Alterations (per M.G.L. C148 §26G) may require automatic sprinkler systems. In general:

The addition of Fire Protection systems pertains to the area being worked. When systems are added the requirements are found in Chapter 9 of the IBC (with MA amendments)

IEBC Key `Structural' Amendments

6th

and 7th edition `Essential Elements' brought forward

Investigation and Evaluation (101.5.4.0)

Required for `Construction Control' projects

Table of `Basic Seismic Force Resisting Systems'(101.5.4.1) Reduced level of seismic forces permitted for certain projects (101.5.4.2)

Modified `reduced seismic level force' requirement to be consistent with the 6th edition. (IEBC is a fixed 75%)

IEBC Key `Structural' Amendments(cont.)

Added `cumulative effects of alterations since original construction' (various locations)

Inserted a list of triggers to allow minor alterations to proceed with no or minimal structural analysis.

(101.9)

Added a requirement for anchorage of unreinforced masonry (101.10)

Analyzed typical existing building projects.

Completed these (others pending):

Solar Panel Installation (2 different projects) Mill Building B and S-Use Renovation Conversion of Warehouse of B-Use to Residential Elevator Installation Modernization of an Apartment Building Tenant Improvement Three Family Energy Upgrade Condo Complex Window Replacement Row Building

Risk Abatement

In general, IEBC is consistent with past practice.

Project Examples: Structural

Section 606

Section 606.1 606.2 302 606.2 Exceptions 302.1 302.2 302.3 606.2.1 302.3.1 606.3 302.4 606.3.1 606.3.2 302.4 707 Exception 707.1 302.4.1 303 707.2 303.1

707.3

303.2 303.3 303.3.1

707.4

303.4

707.4 Exceptions

303.4 Exception 303.4.1 303.5 307 307.4 307.4 Exceptions

Solar Panel Installation M/A or N/A and comments (Originally submitted by Michael Berry) N/A since it is new equipment ALTERATIONS LEVEL 1 STRUCTURAL and not existing equipment that is 101.5.1 Prescriptive Compliance Method Existing: replaced. · Existing single-story retail building with rubber membrane flat roof. Title M/A or N/A and comments General N/A · ADDITIONS Steel-framed structure, with N/A, ft. bay spacing, and in floor area metal roof. 20 not a replacement change corrugated Addition or replacement of roofing or replacement of equipment N/A, no 1. Dead load increase < 5%? N/A Planned: General. N/A 2. Conventional light-frame construction and dead load Flood hazard area. < 5%? N/A Install solar panels, of low profile and no snow drift assumed, on roof without attachment increase · Second layer of roofing < 3 psf? Existing3. structural elements carrying gravitybuilding. N/A (ballasted) to loads. Wall anchors N/A Design live load for concrete and masonry buildingsrenovations planned to N/Aexisting building, for a specific layout plan of the · for reroofstructural No permits the Additional requirements N/A ExistingBracing for unreinforced masonry bearing wall parapets structural elements carrying lateral load N/A N/A PV array. Roof demand resisting ratio (DCR) of existing lateral loadN/A N/A Is increase indiaphragmscapacitywind loads in high-wind regions Review M/A carrying elements ALTERATIONS LEVEL 2 STRUCTURAL with addition considered < 10%? General M/A, installation of additional Assume that you are an engineer hired by a building owner or architectural firm to evaluate a Seismic N/A equipment (solar panels) project for the available complianceM/A, where new structural alternatives pertaining to the structural provisions of the ALTERATIONS M/A New structural members members, including connections to existing IEBC 2009. General. N/A, alteration and anchorage are required to building For this project review these two IEBC compliance paths*:conforming support the solar panels no less Flood hazard area. loads N/A Minimum design M/A, found the load from 101.5.1 Prescriptive (Chapter 3) in this caseon page 2 the PV array M/A, where gravity load increase may be within the Existing structural elements carrying gravity area (Chapters 4 to 12) found on pages 3 and 4 101.5.2 Work loads. original design loads, for example if the originalexceeds 5% existing gravity load roof structure has *101.5.3 Performance (Chapter 13) not part of this review. significant capacity. solar panels do not alter Design live load N/A, This should Review steps: be checked for each project. existing structure capacity First, for each path sections (302, 303, 307, 606, 607, etc.) may ExistingExisting structural structural elements carrying lateral load determine if the major solar panels do not alter elements carrying gravity load M/A, If solarN/A, do not panels apply or are not applicable to theexisting capacity,structure capacity Does the alteration: existing that is reduce project there will be no apply or Then increase design lateral loads ordetermine if the subsections may cut outs for if they are not applicable, and add electrical conduit etc. then this create a structural irregularity or to explain if needed. may be N/A. If additional comment section decrease the capacity? gravity load is applied as a result Summary of alteration (including snow Increase in demand capacity ratio (DCR) of existing lateral load- thepath and determine if: M/A, where DCR increase Choose the `less stringent' compliance then both exceptions must drift) carrying elements with addition 101.5.4.1 or10%? considered < 101.5.4.2 apply be checked tosubsections therein (ignore ASCE 31 and 41) see if they are N/A and any exceeds 10% Seismic M/A if friction and if so then IBC requirements resists seismic analyses for lateral loads or gravity loads existing must be met for the are required Voluntary seismic improvements N/A member. structural upgrades for lateral load orN/A gravity loads are required CHANGE OF 1. Stress increase < 5%? OCCUPANCY Exception M/A if stress increase N/A Structural 2. Group R? Less than provide an opinion on the analyses and/or structural upgrades and how they compare** to 6 units? And conventional light-frame is 5% 1. Level of construction? and seismic safety equivalent to a new performance your past experience N/A structure? **(Significantly less, Less, About the same, More, Significantly More) 2. Occupancy category I or II to III and SDS< 0.33? Insert Text Here: Committee review indicates that prescriptive compliance for small solar panel installations is less stringent where gravity load increase is less than 5% and DCR increase is less than 10% and friction resists seismic loads. Otherwise, Level 2 alteration shall comply with IBC including new structural members, connections and anchorage to support the solar panels including snow drift. Committee consensus is that the potential evaluation and structural upgrades are about the same as past experience and is similar to 7th edition.

101.5.2 Work Area Compliance Method

Title

These will be placed on the DPS website January/February

Chapters 115 Appendices

7th Edition Title A B C D E F G H I J K AA Board of Appeals Group U Agricultural Buildings Not used. Supplementary Accessibility Rodent Proofing Flood Resistant Construction Signs Patio Covers Grading Manufactured Housing L through Z not shown Stretch Energy Code

Chapter 120

8th Edition Title Not used. Not used.

Chapter 115

Employee Qualifications

Group U Agricultural Buildings Not used. Not used. Rodent Proofing Flood Resistant Construction Signs Patio Covers Grading Not used. L through Z not used. Stretch Energy Code

Chapter 31: Special Construction

This Chapter addresses construction of:

Membrane (inflatable and tent-like) structures . Temporary structures (erected for >180 days). Pedestrian walkways & tunnels. Awnings/canopies. Marquees & Signs. Telecommunication & broadcast towers. Swimming pool enclosures & entrapment control. Automatic Vehicular gates.

Chapter 31 (cont.)

7th

Edition amendments are carried into the 8th Edition. MA amendments now also include:

Temporary Overnight shelters for the homeless. Temporary Emergency Use of buildings in times of public emergencies.

Safeguards During Construction

SECTION 3310 MEANS OF EGRESS

Chapter 33

3310.1 Stairways required. Where a building has been constructed to a building height of 50 feet (15 240mm) or four stories, or where and existing building exceeding 50feet (15 240mm)in building height is altered, at least one temporary lighted stairway shall be provided unless one or more of the permanent Stairways are erected as the construction progresses. 3310.2 Maintenance of means of egress. Required means of egress shall be maintained at all times during construction, demolition, remodeling or alterations and additions to any building. Exception: Approved temporary means of egress systems and facilities.

Chapter 110

7th Edition Title R1 R2 R3 R4 R5 R6 R7

Chapter 110

8th Edition Title

Chapter 110

Concrete Testing Laboratories Manufactured Buildings Program Native Lumber Producers Construction Supervisor Licensing Home Improvement Contractors Building Official Certification

Concrete Testing Laboratories Manufactured Buildings Program Native Lumber Producers Construction Supervisor Licensing Home Improvement Contractors Building Official Certification

Class A Field Concrete Technicians Concrete Field Testing Technicians

Essentially the same titles and numbering...

R3 ­ Manufactured Buildings Program

There are no changes to the Seventh Edition Regulations at this time. However, there is an on-going review of the regulation by: DPS BBRS DFS, and DPL Significant program changes are expected sometime during the coming year.

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www.mass.gov/dps

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