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PROPOSED TEXT:
REASON/SUBSTANTIATION/BIBLIOGRAPHY:
COST IMPACT:
  
  
  
  
  
  
  
  
  
  
  
  
Evelyn Moya2/12/2018Fire InspectosPO Box 1252Isabela7873673021PR00662emoyagines@gmail.comFEvelyn MoyaFire Inspector     F403.12.3

(Revise text as Follow)

403.12.3 Crowd managers for gatherings exceeding 1,000 people.

Where facilities or events involve a gathering of more than 1,000 500 people, crowd

managers shall be provided in accordance with Sections 403.12.3.1 through 403.12.3.3.

 

403.12.3.1 Number of crowd managers.

The minimum number of Not fewer than two trained crowd managers , shall be

established at a ratio of one and not fewer than one trained crowd manager for

every each 250 persons or portion thereof, shall be provided for the gathering .

 

Exceptions: Where approved by the fire code official, the number of crowd

managers shall be permitted to be reduced where the facility is equipped

throughout with an approved automatic sprinkler system or based upon the

nature of the event

1. Outdoor events with fewer than 1,000 persons in attendance shall not

require crowd managers.

2. Assembly occupancies used exclusively for religious worship with an

occupant load not exceeding 1,000 shall not require crowd managers.

3. The number of crowd managers shall be reduced where, in the opinion

of the fire code official, the fire protection provided by the facility and

the nature of the event warrant a reduction.​

​To have a more manageble number of people per crowd manager to garantee the life safety.

​The cost impact is minimun

NoNoYesEvelyn Moya GinesEvelyn Moya GinésPuerto RicoMyself787-367-3021emoyagines@gmail.com02/11/2018
SPIRO SOUKIS3/2/2018CROWN CASTLE USA, INC.Jimmy LaFontaine9615 Los Romero Ave. Suite 812San Juan7135703848PR00926(787)641-2346spiro.soukis@crowncastle.comIBC-SSPIRO SOUKISCROWN CASTLE USA, INC.S
NoNoNo
Failed on Start (retrying)
SPIRO SOUKIS3/5/2018CROWN CASTLE USA, INC.JIMMY LaFONTAINE9615 Los Romero Ave. Suite 812San Juan(787) 641-2352PR00926(787)641-2346Jimmy.Lafontaine@crowncastle.comIBC-SSPIRO SOUKISCROWN CASTLE USA, INC.SCHAPTER 31 Special Construction / SECTION 3108 Telecommunications and Broadcast Towers - 3108.1

Delete Text as follows:

 

[BS] 3108.1 General.

Towers shall be designed and constructed in accordance with the provisions of TIA-222.  Towers shall be designed for seismic loads; exceptions related to seismic design listed in Section 2.7.3 of TIA-222 shall not apply. In Section 2.6.6.2 of TIA 222, the horizontal extent of Topographic Category 2, escarpments, shall be 16 times the height of the escarpment.

 

         Exception: Single free-standing poles used to support antennas not greater than 75 feet (22 860 mm), measured   from the top of the pole to grade, shall not be required to be noncombustible.

 

[BS] 3108.2 Location and access.

Towers shall be located such that guy wires and other accessories shall not cross or encroach on any street or other public space, or over above-ground electric utility lines, or encroach on any privately owned property without the written consent of the owner of the encroached-upon property, space or above-ground electric utility lines. Towers shall be equipped with climbing and working facilities in compliance with TIA-222. Access to the tower sites shall be limited as required by applicable OSHA, FCC and EPA regulations.

The language to be deleted is now oboslete.  The latest revision of the TIA-222-H specifically addressed the exceptions in Sections 2.7.3 and 2.6.6.2 to remove any conflict with the 2018 IBC and ASCE 7-10 and 16.  The Sections from Revision H are below for confirmation:

Section 2 ANSI/TIA-222-H

 

Section 2.6.6.2 Topographic Factor Procedures

1. Category 1:  No abrupt changes in general topography, e.g. flat or rolling terrain, no wind

speed-up consideration shall be required (Kzt = 1.0).

2. Category 2:  Structures located at or near the crest of an escarpment. Wind speed-up

shall be considered to occur in all directions. Structures located horizontally beyond 16 times the height of the escarpment from its crest, shall be permitted to be considered as Topographic Category 1.

 

Section 2.7.3 General

Structures addressed in the scope of this Standard require special considerations of their

response characteristics in regions of seismicity. The provisions of this Standard provide design

criteria to ensure sufficient strength, ductility, stability and post-elastic energy dissipation to

resist the effects of seismic ground motions. Special detailing requirements for steel structures

are not required due to the magnitude of the response modification coefficients specified in this

Standard. All foundation and anchorage requirements to provide the level of ductility and postelastic

energy dissipation of the structure assumed for earthquake design are specified in 2.7.9

and Section 9.0.

Risk Category IV structures shall not be located where a known potential exists for an active

fault to cause rupture of the ground surface.

Drift limitations do not apply to structures addressed in the scope of this Standard.

Foundations shall be considered as non-elastic for the purposes of determining seismic load

effects. Reduction of foundation reactions due to seismic load effects shall not be permitted.

Seismic load effects shall be evaluated in accordance with the seismic analysis procedures

specified in 2.7.6 and 2.7.7.

An importance factor, I, shall be determined from Table 2-3 based on the structure risk category listed in Table 2-1.

  1. Determine the spectral response acceleration parameters (expressed as a ratio to the acceleration due to gravity) at short periods, Ss, and at a period of 1 second, S1, and the long-period transition period, TL, from 2.7.4.

  2. Determine the site class based on the soil properties at the site in accordance with Table 2-10.

  3. Determine the short-period and long-period site coefficients, Fa and Fv, based on the site class from Tables 2-11 and 2-12 respectively.

  4. The design spectral response acceleration parameters at short periods, SDS, and at a period of 1 second, SD1, shall be determined in accordance with 2.7.5, shall be determined in accordance with 2.7.5, shall be determined in accordance with 2.7.5, shall be determined in accordance with 2.7.5.

  5. The design spectral response acceleration parameters at short periods, Sds, and at a period of 1 second, Sd1, shall be determined in accordance with 2.7.5. 

 


Will not increase/decrease the cost of construction.  The proposal is editorial.

NoNoNoSpiro SoukisSPIRO SOUKISCROWN CASTLE USA, INC.(713) 570-3848spiro.soukis@crowncastle.com3/5/2018
Failed on Start (retrying)
Mayra Perez3/26/2018energia elecricaVilla Pompeya P #3 Mediania Bajaloiza7875643410Puerto Rico00772nayelisriveraa@gmail.comPRBC-PRpor Mayra PerezPR
NoNoYesMayra Perezenergia electrica7875643410nayelisriveraa@gmail.commarzo 26,2018
Failed on Start (retrying)
PABLO VAZQUEZ-RUIZ4/18/2018COLEGIO DE INGENIEROS Y AGRIMENSORES DE PRIIC-CIAPRPO Box 363845SAN JUAN787-758-2250PR00936-3845202presidente@ciapr.orgIBC-SCRUZADO, FIGUEROA, HERRERACIAPRS1603.1.4

​5. Design wind pressures to be used for exterior component and cladding materials not specifically designed by the registered design professional responsible for the design of the structure, psf (kN/m2)

​Where another registered design professional is the delegated designer for the exterior components and cladding materials, the design wind pressures need to be calculated only by that professional.​

​None

NoNoNoPABLO VAZQUEZ RUIZPABLO VAZQUEZ-RUIZCIAPRCIAPR787-424-5832presidente@ciapr.org04/18/2017
Failed on Start (retrying)
PABLO VAZQUEZ-RUIZ4/18/2018COLEGIO DE INGENIEROS Y AGRIMENSORES DE PRIIC-CIAPRPO Box 363845SAN JUAN+17874245832PR00936-3845 presidente@ciapr.orgIBC-SCRUZADO, FIGUEROA, HERRERACIAPRS1609.1.1

​Wind loads on every building or structure shall be determined in accordance with Chapters 26 to 30 31 of ASCE 7.​

​Chapter 31 Wind Tunnel Procedure in ASCE 7 was missing from the code text, and is referenced in Chapters 27 and 29 of ASCE 7. ​

​None

NoNoNoPABLO VAZQUEZ RUIZPABLO VAZQUEZ-RUIZCIAPRCIAPR787-424-5832presidente@ciapr.org04/18/2017
Failed on Start (retrying)
PABLO VAZQUEZ-RUIZ4/18/2018COLEGIO DE INGENIEROS Y AGRIMENSORES DE PRIIC-CIAPRPO Box 363845SAN JUAN+17874245832PR00936-3845presidente@ciapr.orgIBC-SCRUZADO, FIGUEROA, HERRERACIAPRS1610.2

​TABLE 1605.2 - WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,c,d

a.   This table is based on a 140 mph basic design wind speeds and a 45-foot mean roof height.​

​The statement in the footnote is vague​

​None

NoNoNoPABLO VAZQUEZ RUIZPABLO VAZQUEZ-RUIZCIAPRCIAPR787-424-5832presidente@ciapr.org04/28/2017
Failed on Start (retrying)
PABLO VAZQUEZ-RUIZ4/18/2018COLEGIO DE INGENIEROS Y AGRIMENSORES DE PRIIC-CIAPREST DEL GOLF CLUBPO Box 363845SAN JUAN+17874245832PR00936-3845presidente@ciapr.orgIBC-SCRUZADO, FIGUEROA, HERRERACIAPRS1610.3

REVISE NOTE 6 IN FIGURES 1609.3(1),

FIGURES 1609.3(2), FIGURES 1609.3(3), FIGURES 1609.3(4)

6. Location-specific basic wind speeds shall be permitted to be determined using 

www.atcouncil.org./windspeed ;

when applicable to ASCE 7-16.​

​The tool on the webpage referenced in note 6 does not yet mention ASCE 7-16. 

​None

NoNoNoPABLO VAZQUEZ RUIZPABLO VAZQUEZ-RUIZCIAPRCIAPR787-424-5832presidente@ciapr.org
Failed on Start (retrying)
PABLO VAZQUEZ-RUIZ4/18/2018COLEGIO DE INGENIEROS Y AGRIMENSORES DE PRIIC-CIAPRPO Box 363845SAN JUAN+17874245832PR00936-3845presidente@ciapr.orgIBC-SCRUZADO, FIGUEROA, HERRERACIAPRS1610.3

​1609.4 Exposure category: For each wind direction considered, an exposure category that adequately reflects the characteristics of ground surface irregularities characteristics shall be determined for the site at which the building or structure is to be constructed. Account shall be taken of variations in ground surface roughness that arise from natural topography and vegetation as well as from constructed features.​

​To eliminate unnecessary and confusing wordiness, particularly where a water surface applies.​

​None

NoNoNoPABLO VAZQUEZ RUIZPABLO VAZQUEZ-RUIZCIAPRCIAPR787-424-5832presidente@ciapr.org04/18/2017
Failed on Start (retrying)
PABLO VAZQUEZ-RUIZ4/18/2018COLEGIO DE INGENIEROS Y AGRIMENSORES DE PRIIC-CIAPRPO Box 363845SAN JUAN+17874245832PR00936-3845presidente@ciapr.orgIBC-SCRUZADO, FIGUEROA, HERRERACIAPRS1610.3

​A ground surface roughness within each 45-degree (0.79 rad) sector shall be determined for a distance upwind of the site as defined in Section 1609.4.3 from the categories defined below, for the purpose of assigning an exposure category as defined in Section 1609.4.3.

​To eliminate unnecessary and confusing wordiness, particularly where a water surface applies.​

​None

NoNoNoPABLO VAZQUEZ RUIZPABLO VAZQUEZ-RUIZCIAPRCIAPR787-424-5832presidente@ciapr.org04/18/2018
Failed on Start (retrying)
PABLO VAZQUEZ-RUIZ4/18/2018COLEGIO DE INGENIEROS Y AGRIMENSORES DE PRIIC-CIAPRPO Box 363845SAN JUAN+17874245832PR00936-3845presidente@ciapr.orgIBC-SCRUZADO, FIGUEROA, HERRERACIAPRS1609.4

​1609.4.3 Exposure categories.

An exposure category shall be determined in accordance with the following:

Exposure B. For buildings with a mean roof height of less than or equal to 30 feet (9144 mm), Exposure B shall apply where the ground surface roughness, as defined by Surface Roughness B, prevails in the upwind direction for a distance of at least 1,500 feet (457 m). For buildings with a mean roof height greater than 30 feet (9144 mm), Exposure B shall apply where Surface Roughness B prevails in the upwind direction for a distance of at least 2,600 feet (792 m) or 20 times the height of the building, whichever is greater.


Exposure D. Exposure D shall apply where the ground surface roughness, as defined by Surface Roughness D, prevails in the upwind direction for a distance of at least 5,000 feet (1524 m) or 20 times the height of the building, whichever is greater. Exposure D shall also apply where the ground surface roughness immediately upwind of the site is B or C, and the site is within a distance of 600 feet (183 m) or 20 times the building height, whichever is greater, from an Exposure D condition as defined in the previous sentence.​



​To eliminate unnecessary and confusing wordiness, particularly where a water surface applies.

​None

NoNoNoPABLO VAZQUEZ RUIZPABLO VAZQUEZ-RUIZCIAPRCIAPR787-424-5832presidente@ciapr.org4/18/2018
Failed on Start (retrying)
PABLO VAZQUEZ-RUIZ4/18/2018COLEGIO DE INGENIEROS Y AGRIMENSORES DE PRIIC-CIAPRPO Box 363845SAN JUAN+17874245832PR00936-3845presidente@ciapr.orgIBC-SCRUZADO, FIGUEROA, HERRERACIAPRS1609.4

​TABLE 1605.2 - WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,c,d

a.   This table is based on a 140 mph basic design wind speeds and a 45-foot mean roof height. 

On Risk Category I:​

Buildings and other structures that represent a low hazard to human life in the event of failure, including but not limited to:

·         Agricultural facilities.

·         Certain Temporary facilities that will be used for 6 weeks or less, such as open-air concert and public event stages, tents, shade structures, lighting and speaker towers, and low grandstands and bleachers.​

·         Minor storage facilities.

·         Screened enclosures.

On Risk Category III:

          .

          .

·         Power-generating stations, water treatment facilities for potable water, waste water treatment facilities and other public utility facilities not included in Risk Category IV.

·         Other public utility facilities not included in Risk Category IV.

On Risk Category IV:

         .

         .

·         Ambulatory care facilities having emergency surgery or emergency treatment facilities, dialysis centers, and oncology treatment centers.


·         First response medical facilities ​

·         Fire, rescue, ambulance and police stations and emergency vehicle garages​

          .

          .

·         Buildings and other structures having critical national defense functions.

·       Water treatment facilities for potable water and waste water treatment facilities.

·         Water storage facilities and pump structures required to maintain water pressure for fire suppression.

·         Power generating plants (i.e., thermoelectric plants, fossil fuel renewable energy plants, solar and wind farms, etc.) and/or stations, and all related infrastructure systems including, but not limited, to substations, transmission and distribution systems, including their supports.  

·         Fuel/gas storage and dispatch facilities and service stations.​ 

Self-standing communication towers for tv, radio and mobile phone equipment. 

​During the aftermath of Hurricane Maria, it was observed throughout the island that electrical service related to Power Station, Substations, Transmission and Distribution lines was severely damaged affecting not only the delivery of power utility service but a series of other services and utilities including, but not limited to medical facilities, police stations, potable water and waste water stations and fuel/gas distribution stations.

​Minimum.  No changes in design cost.  Between 5 to 10% increase in construction cost.​

NoNoNoPABLO VAZQUEZ RUIZPABLO VAZQUEZ-RUIZCIAPRCIAPR787-424-5832presidente@ciapr.org04/18/2018
Failed on Start (retrying)
PABLO VAZQUEZ-RUIZ4/18/2018COLEGIO DE INGENIEROS Y AGRIMENSORES DE PRIIC-CIAPRPO Box 363845SAN JUAN+17874245832PR00936-3845presidente@ciapr.orgIPSDC-PSDBORRAGEROS, DE LA CRUZCIAPRPSD301.1

​The provisions of this charter shall govern the general regulations of private sewage disposal systems, including specific limitations and flood hazard areas. This Code shall apply to the disposal of domestic wastes (sewage) only.  ​

​The disposal of any industrial processes wastes or any detrimental or dangerous wastes is not covered by this Code and shall comply with the applicable state and/or federal regulations. ​

​NONE: The code change proposal does not represent additional costs to construction or operation. ​

NoNoNoPABLO VAZQUEZ RUIZPABLO VAZQUEZ-RUIZCIAPRCIAPR787-424-5832presidente@ciapr.org4/18/2018
Failed on Start (retrying)
PABLO VAZQUEZ-RUIZ4/18/2018COLEGIO DE INGENIEROS Y AGRIMENSORES DE PRIIC-CIAPRPO Box 363845PONCE+17874245832PR00936-3845presidente@ciapr.orgIPSDC-PSDBORRAGEROS, DE LA CRUZCIAPRPSD401.1

​The provisions of this chapter shall govern the evaluation of and requirements for private sewage disposal system sites. Site evaluation and requirements shall comply with the design standards and specifications of the Environmental Quality Board’s Underground Injection Control Regulation.​

​In order to comply with existing requirements and regulations for Puerto Rico​

​NONE: The code change proposal does not represent additional costs to construction or operation. ​

NoNoNoPABLO VAZQUEZ RUIZPABLO VAZQUEZ-RUIZCIAPRCIAPR787-424-5832presidente@ciapr.org4/18/2018
Failed on Start (retrying)
PABLO VAZQUEZ-RUIZ4/18/2018COLEGIO DE INGENIEROS Y AGRIMENSORES DE PRPO Box 363845SAN JUAN+17874245832PR00936-3845presidente@ciapr.orgIPSDC-PSDBORRAGEROS, DE LA CRUZCIAPRPSD1202.1

​All private sewage disposal systems shall be inspected after construction, but once during excavation, and before once before backfilling.​

​In order to comply with existing requirements and regulations applicable to Puerto Rico​

​The code change proposal represent cost increment to the project due to inspection requirement by a certified professional.​

NoNoNoPABLO VAZQUEZ RUIZPABLO VAZQUEZ-RUIZCIAPRCIAPR787-424-5832presidente@ciapr.org4/18/2018
Failed on Start (retrying)
PABLO VAZQUEZ-RUIZ4/18/2018COLEGIO DE INGENIEROS Y AGRIMENSORES DE PRPO Box 363845SAN JUAN+17874245832PR00936-3845presidente@ciapr.orgIMC-MRODRIGUEZ, LÁZAROCIAPRM101.1

​These regulations shall be known as the International Maintenance Code of the Government of Puerto Rico, hereinafter referred to as “this code”.

​Jurisdiction identification required. ​

​None

NoNoNoPABLO VAZQUEZ RUIZPABLO VAZQUEZ-RUIZCIAPRCIAPR787-424-5832presidente@ciapr.org4/18/2018
Failed on Start (retrying)
PABLO VAZQUEZ-RUIZ4/18/2018COLEGIO DE INGENIEROS Y AGRIMENSORES DE PRPO Box 363845SAN JUAN+17874245832PR00936-3845presidente@ciapr.orgIMC-MRODRIGUEZ, LÁZAROCIAPRM102.6

​The provisions of this code shall not be mandatory for existing buildings or structures designated as historic buildings where such buildings or structures are judged by the code official to be safe and in the public interest of health, safety and welfare. The code official will make such judgement only after consideration of a written request by the owner of the property.​

​The code official shall assume that all buildings are required to comply with the requirements of the code. Exemptions are to be considered only upon request by the owner and should not be deemed automatic for any type of building.

​Cost to owners, related to the time and effort required in applying for exemption. Cost to government related to the evaluation of the requests. Potential savings in the cost of restoring historic buildings that have been poorly maintained.​

NoNoNoPABLO VAZQUEZ RUIZPABLO VAZQUEZ-RUIZCIAPRCIAPR787-424-5832presidente@ciapr.org4/18/2018
Failed on Start (retrying)
PABLO VAZQUEZ-RUIZ4/18/2018COLEGIO DE INGENIEROS Y AGRIMENSORES DE PRPO Box 363845SAN JUAN+17874245832PR00936-3845presidente@ciapr.orgIMC-MRODRIGUEZ, LÁZAROCIAPRM103 title

​SECTION 103

DEPARTMENT DIVISION OF PROPERTY


MAINTENANCE INSPECTION​

​A new division within an existing department, rather than a new department, will be more cost effective and practical to set up.​

​The new division could entail additional cost to the government. Said cost could be offset by inspection and compliance related fees, reorganization of current government divisions to give more emphasis on infrastructure preservation and the direct and indirect savings related to the reliable continuity of said infrastructure. ​

NoNoNoPABLO VAZQUEZ RUIZPABLO VAZQUEZ-RUIZCIAPRCIAPR787-424-5832presidente@ciapr.org
Failed on Start (retrying)
PABLO VAZQUEZ-RUIZ4/18/2018COLEGIO DE INGENIEROS Y AGRIMENSORES DE PRPO Box 363845SAN JUAN+17874245832PR00936-3845presidente@ciapr.orgIMC-MRODRIGUEZ, LÁZAROCIAPRM103.1

​The department division of property maintenance inspection is hereby created and the executive official in charge thereof shall be known as the code official. ​

​These new task, and the consolidation of current existing building inspection efforts (sanitation and fire prevention, for example), requires a new group to run it, but it should be part of the existing building permit organism.

​The new division could entail additional cost to the government. Said cost could be offset by inspection and compliance related fees, reorganization of current government divisions to give more emphasis on infrastructure preservation and the direct and indirect savings related to the reliable continuity of said infrastructure. ​

NoNoNoPABLO VAZQUEZ RUIZPABLO VAZQUEZ-RUIZCIAPRCIAPR787-424-5832presidente@ciapr.org4/18/2018
Failed on Start (retrying)
PABLO VAZQUEZ-RUIZ4/18/2018COLEGIO DE INGENIEROS Y AGRIMENSORES DE PRPO Box 363845SAN JUAN+17874245832PR00936-3845presidente@ciapr.orgIMC-MRODRIGUEZ, LÁZAROCIAPRM103.2

​The code official shall be appointed by the chief authority of the jurisdiction Planning Board of the Commonwealth of Puerto Rico.​

​The Planning Board is appointed by the chief authority of the Commonwealth of Puerto Rico, the Governor, that in turn can delegate said authority to the Planning Board. ​

​Some minor cost related to the procedural effort in making the appointment.​

NoNoNoPABLO VAZQUEZ RUIZPABLO VAZQUEZ-RUIZCIAPRCIAPR787-424-5832presidente@ciapr.org4/18/2018
Failed on Start (retrying)
PABLO VAZQUEZ-RUIZ4/18/2018COLEGIO DE INGENIEROS Y AGRIMENSORES DE PRPO Box 363845SAN JUAN+17874245832PR00936-3845presidente@ciapr.orgIMC-MRODRIGUEZ, LÁZAROCIAPRM103.5

​The fees for activities and services performed by the department division in carrying out its responsibilities under this code shall be as indicated in the following schedule determined by the Planning Board of the Government of Puerto Rico. The Planning Board shall prepare and publish a Schedule of Fees, that shall be revised from time to time as required to offset rising costs.

​The fees schedule should be a separate from the code provisions to facilitate updating without having to reissue the code.​

​Time and effort, and therefore cost, will be saved.​

NoNoNoPABLO VAZQUEZ RUIZPABLO VAZQUEZ-RUIZCIAPRCIAPR787-424-5832presidente@ciapr.org4/18/2018
Failed on Start (retrying)
PABLO VAZQUEZ-RUIZ4/18/2018COLEGIO DE INGENIEROS Y AGRIMENSORES DE PRPO Box 363845SAN JUAN+17874245832PR00936-3845presidente@ciapr.orgIMC-MRODRIGUEZ, LÁZAROCIAPRM108.1.5

12. Any structure, equipment or utility-related appurtenance, be public or private, above ground or underground, on private or public property, easement or way, that is unsafe for its intended use or to occupants or to the general public.​

​Need to clarify and emphasize that unsafe and dangerous structures are not limited to buildings.​

​Will represent additional costs to owners that are neglecting the upkeep of their constructed infrastructure and premises. Said costs will be offset by the savings in not having to replace prematurely deteriorated infrastructure, could save lives by identifying dangerous situations and will represent savings to the government, related to crisis solving.​

NoNoNoPABLO VAZQUEZ RUIZPABLO VAZQUEZ-RUIZCIAPRCIAPR787-424-5832presidente@ciapr.org4/18/2018
Failed on Start (retrying)
PABLO VAZQUEZ-RUIZ4/18/2018COLEGIO DE INGENIEROS Y AGRIMENSORES DE PRPO Box 363845SAN JUAN+17874245832PR00936-3845presidente@ciapr.orgIMC-MRODRIGUEZ, LÁZAROCIAPRM112.4

​Any person who shall continue any work after having been served with a stop work order, except such work as that person is directed to perform to remove a violation or unsafe condition, shall be liable to a fine of not less than [AMOUNT] dollars or more than [AMOUNT] dollars as determined by the Planning Board of the Government of Puerto Rico. The Planning Board shall prepare and publish a Schedule of Fines.​


​The fees schedule should be a separate from the code provisions to facilitate updating without having to reissue the code.​

​Time and effort, and therefore cost, will be saved.​

NoNoNoPABLO VAZQUEZ RUIZPABLO VAZQUEZ-RUIZCIAPRCIAPR787-424-5832presidente@ciapr.org4/18/2018
Failed on Start (retrying)
PABLO VAZQUEZ-RUIZ4/18/2018COLEGIO DE INGENIEROS Y AGRIMENSORES DE PRPO Box 363845SAN JUAN+17874245832PR00936-3845presidente@ciapr.orgIMC-MRODRIGUEZ, LÁZAROCIAPRM302.4

​Premises and exterior property shall be maintained free from weeds or plant growth in excess of 24 inches. Noxious weeds shall be prohibited. Weeds shall be defined as all grasses, annual plants and vegetation, other than tress or shrubs provided; however, this term shall not include cultivated flowers and gardens.

Upon failure of the owner or agent having charge of the property to cut and destroy weeds after service notice of violation, they shall be subject to prosecution in accordance with Section 106.3 and as prescribed but the authority having jurisdiction. Upon failure to comply with the notice of violation, any duly authorized employee of the jurisdiction or contractor hired by the jurisdiction shall be authorized to enter upon the property in violation and cut and destroy the weeds growing thereon, and the costs of such removal shall be paid by the owner or agent responsible for he property.​

​The required information has been added. Weed height in excess of 24 inches can harbor delinquents. 

​Cost to owners that otherwise neglect their properties. Savings in crime prevention, infestation mitigation and putting out brush fires.​

NoNoNoPABLO VAZQUEZ RUIZPABLO VAZQUEZ RUIZCIAPRCIAPR787-424-5832presidente@ciapr.org4/18/2018
Failed on Start (retrying)
PABLO VAZQUEZ-RUIZ4/18/2018COLEGIO DE INGENIEROS Y AGRIMENSORES DE PRPO Box 363845SAN JUAN+17874245832PR00936-3845presidente@ciapr.orgIMC-MRODRIGUEZ, LÁZAROCIAPRM304.14

​During the period from   to   , every Every door, window and other outside opening required for ventilation of habitable rooms, food preparation areas, food service areas or any areas where products to be included or utilized in food for human consumption are processed, manufactured, packaged or stored shall be supplied with approved tightly fitting screens of minimum 16 mesh per inch (16 mesh per 25 mm), and every screen door used for insect control shall have as self-closing device in good working condition.

Exception: Screens shall not be required where other approved means, such as air curtains or insect repellent fans, are employed.​

​The possibility insect infestation is constant throughout the year in this jurisdiction. ​

​Cost to owners that otherwise neglect sanitation. Savings in diseases prevention and reduction of food waste.​

NoNoNoPABLO VAZQUEZ RUIZPABLO VAZQUEZ RUIZCIAPRCIAPR787-424-5832presidente@ciapr.org4/18/2018
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PABLO VAZQUEZ-RUIZ4/18/2018COLEGIO DE INGENIEROS Y AGRIMENSORES DE PRPO Box 363845SAN JUAN+17874245832PR00936-3845presidente@ciapr.orgIMC-MRODRIGUEZ, LÁZAROCIAPRM310

The procedures established herein are the basic guidelines for the 40 Year Building Safety Inspection program.

The requirements contained in the code, covering the maintenance of buildings, shall apply to all buildings and/or structures now existing or hereafter erected. All buildings and/or structures and all parts thereof shall be maintained in a safe condition, and all devices or safeguards that are required by the code shall be maintained in good working order. Electrical wiring, apparatus and equipment, and installations for light, heat or power and low voltage systems as are required and/or regulated by the code, now existing or hereinafter installed, shall be maintained in a safe condition and all devices and safeguards maintained in good working order.

All structures, equipment or utility-related appurtenances, be public or private, above ground or underground, on private or public property, easement or way, are included in the building safety inspection program.

These guidelines shall not be construed as permitting the removal or non-maintenance of any existing devices or safeguards unless authorized by the code official.

310.2 Building Safety Inspection of buildings / structures and components

For the purpose of these section, Building Safety Inspection shall be construed to mean the requirement for specific inspection of existing buildings and structures and furnishing the code official with a written report of such inspection as prescribed herein.

310.2.1 Inspection procedures

1. Inspection procedures shall conform, in general, to the minimum inspection procedural guidelines as issued by the code official. This inspection is for the sole purpose of identifying structural and electrical deficiencies of the building or structure that pose an immediate threat to life safety or where failure of a critical component is imminent. This inspection is not to determine if the condition of an existing building is in compliance with the current edition of the International Existing Building Code or the National Electrical Code.

2. Such inspection shall be for the purpose of determining the structural and electrical condition of the building or structure to the extent reasonably possible of any part, material or assembly of a building or structure which affects the safety of such building or structure and/or which supports any dead and/or design live load, and the general condition of its electrical systems pursuant to the code.

3. The inspecting professional shall have a right of entry into all areas he/she deems necessary to comply with the program.

4). The code official shall ensure that the owner(s) (or their duly authorized representative(s)) of all buildings requiring inspection under these section file the necessary documentation to confirm compliance with the guidelines set forth herein.

310.2.2 Buildings recertification

1. All buildings, except single-family residences, duplexes and minor buildings or structures as defined below, shall be recertified in the manner described below where such buildings or structures have been in existence for forty (40) years or longer, as determined by the code official, who shall at such time issue a Notice of Required Inspection to the building owner.

2. Subsequent Building Safety Inspections shall be required at ten (10) year intervals from the date of the 40th anniversary of existence of buildings or structures regardless of when the inspection report for same is finalized or filed. Any buildings or structures not otherwise excluded as set forth herein shall be inspected at the same time as the initial 40 year inspection of the building and shall be re-inspected in accordance with the schedule for the building. Buildings that the original 40 year inspection dates are specified in the transitory clause (2011 and earlier) shall have the 10 year re-inspections scheduled starting 10 years following the date scheduled in said transitory clause.

3. In the event a building is determined to be structurally and electrically safe under the conditions set forth herein, and such building or structure is less than forty (40) years of age, a Building Safety Inspection shall not be required for a minimum of ten (10) years from that time, or age forty (40), whichever is the longer period of time.

310.2.2 Minor buildings or structures

Minor buildings or structures shall, for the purpose of this subsection, be defined as buildings or structures in any occupancy group having a gross area of 2,000 sq. ft. or less. Any building or structure which houses, covers, stores or maintains any support features, materials or equipment necessary for the operation of all or part of the primary structure, or operation of any feature located upon the real property, shall not be considered a minor building and shall be subject to inspection as otherwise set forth herein. Also included in the building safety inspection program are elevated decks and all structures, equipment or utility-related appurtenances, be public or private, above ground or underground, on private or public property, easement or way.

310.2.3 Required building safety inspection report

1. The owner of a building or structure subject to the building safety inspection shall furnish, or cause to be furnished, within ninety (90) days of Notice of Required Building Safety Inspection, the Building Safety Inspection Certification Form to the code official, prepared by a Professional Engineer or Architect registered in the Commonwealth of Puerto Rico, certifying that each such building or structure is structurally and electrically safe, or has been made structurally and electrically safe for the specified use for continued occupancy, in conformity with the minimum inspection procedural guidelines as issued by the code official.

2. Such written report shall bear the impressed seal and signature of the certifying Engineer or Architect.

3. Such Engineer or Architect shall undertake such assignments only where qualified by training and experience in the specific technical field involved in the inspection and report.

4. Such report shall indicate the manner and type of inspection forming the basis for the report and description of any matters identified as requiring remedial action.

5. In the event that repairs or modifications are found to be necessary resulting from the building safety inspection report, the owner shall have a total of 180 days from the date of said report, unless otherwise specified by the code official, in which to correct the structural and electrical deficiencies that pose an immediate threat to life, health, safety or where failure of a critical component is imminent. Once the corrections have been completed a Professional Engineer, or Registered Architect shall re-inspect the areas noted on the original report and shall provide the building owner a signed and sealed letter stating the corrections have all been completed. The building owner shall submit said letter to the code official. For deficiencies that cannot be corrected within 180 days, the time frame may be extended when a time frame is specified by the Professional Engineer of Registered Architect and approved by the code official. Such extension shall be contingent on maintaining an active building permit as specified in code.

6. Repairs or modifications of deficient conditions that are incidental and not life threatening shall be completed within a time frame as specified by the inspecting Professional Engineer or Registered Architect and approved by the code official. All repairs or modifications shall be completed in conformance with all applicable sections of the International Existing Building Code and the National Electrical Code.

7. The code official shall make an aleatory selection of the 10% of all safety inspection reports in a given month. Said selected reports shall be peer reviewed for compliance with the requirements of this section. If are reviewed report is found to be fraudulent or otherwise nonconforming to this section due to negligence or lack of the minimum required proficiency, then, the writer of said report shall be penalized as required by the code and by law.

8. In the event an owner fails to submit the 40 year inspection report the code official shall elect the choice of either to conduct a hearing to address such failure, or to declare the structure unsafe and unfit for occupation and revoke its occupancy permit.

9. In the event an owner fails to comply with repair or modification requirements as determined from the building safety inspection report as set forth herein the structure may be deemed to be unsafe and unfit for occupation. Such findings shall be reviewed by the code official who may declare the structure unsafe and unfit for occupation and revoke its occupancy permit.

310.3 Transitory clause

The following transitory inspection implementation schedule shall be implemented to bring up to date the large building and structures population not recertified:

1. 40 year or older buildings of 30,000 square feet or more – compliance in calendar year 2019

2. 40 year or older buildings 25,000 square feet or more –

compliance no later than calendar year 2020

3. 40 year or older building 20,000 square feet or more –

compliance no later than calendar year 2021

4. 40 year or older buildings 17,500 square feet or more –

compliance no later than calendar year 2022

5. 40 year or older buildings 15,000 square feet or more –

compliance no later than calendar year 2023

6. 40 year or older buildings 12,500 square feet or more –

compliance no later than calendar year 2024

7. 40 year or older buildings of 10,000 square feet or more – compliance in calendar year 2025

8. 40 year or older buildings 8,000 square feet or more –

compliance no later than calendar year 2026

9. 40 year or older building 6,000 square feet or more –

compliance no later than calendar year 2027

10. 40 year or older buildings 5,000 square feet or more –

compliance no later than calendar year 2028

11. 40 year or older buildings 4,000 square feet or more –

compliance no later than calendar year 2029

12. 40 year or older buildings 2,000 square feet or more –

compliance no later than calendar year 2030

Subsequent building inspections shall be required at ten (10) year intervals, regardless of when the inspection report for same is finalized or filed. Any buildings or structures not otherwise excluded as set forth herein shall be inspected at the same time as the initial 40 year inspection of the building and shall be re-inspected in accordance with the schedule for the building.​

​Recent catastrophic events have served as clear testimony that the conservation of the built infrastructure cannot be left to the sole discretion of said infrastructure owners or custodians. These requirements, following those implemented by Florida’s Broward and Miami-Dade Counties, will be incentive for the conservation and protection of the infrastructure, specially those related to utilities.​

​Additional cost to owners that neglect their buildings and structures. Huge savings in the repair or replacement of dilapidated buildings and structures, when these are adequately conserved. Huge savings in solution of crisis when buildings and structures fail.​

NoNoNoPABLO VAZQUEZ RUIZPABLO VAZQUEZ RUIZCIAPRCIAPR787-424-5832presidente@ciapr.org4/18/2018
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PABLO VAZQUEZ-RUIZ4/18/2018COLEGIO DE INGENIEROS Y AGRIMENSORES DE PRPO Box 363845SAN JUAN+17874245832PR00936-3845presidente@ciapr.orgIMC-MRODRIGUEZ, LÁZAROCIAPRM602

Section deleted completely​

​Heating not applicable in this jurisdiction. ​

​None.​

NoNoNoPABLO VAZQUEZ RUIZPABLO VAZQUEZ RUIZCIAPRCIAPR787-424-5832presidente@ciapr.org4/18/2018
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E.Scott Tezak, PE4/20/2018Atkins10 High StreetBoston 867-400-2709MA02110scott.tezak@atkinsglobal.comIBC-GE. Scott Tezak, PESelfGChapter 4 / Section 423.3

423.3 Critical emergency operations. In areas where the shelter design wind speed for tornadoes hurricanes in accordance with Figure 304.2(1 2) of ICC 500 is 250 190 mph or greater on island states or territories where vehicle access to the continental US by roadway or bridge is not available, 911 call stations, emergency operations center and fire, rescue, ambulance and police stations shall comply with Table 1604.5 as a Risk Category IV structure and shell be provided with a storm shelter constructed in accordance with ICC 500.

This proposal will increase the cost of construction. Some of the most recent information on costs in available in FEMA P-361, Safe Rooms for Tornadoes and Hurricanes. Guidance for Community and Residential Safe Rooms (Third Edition, March 2015). Cost values described herein come from this publication and previous editions of the publication. FEMA’s safe room guidelines meet or exceed the design and construction requirements of the ICC 500. Therefore, storm shelters should be able to be constructed to the same cost criteria but there is no specific data available at this time to quantify or confirm this statement. The FEMA publication (2008 Edition) stated “For large new building projects, however, the percent increase in the overall project cost is quite small. For example, many safe rooms protecting 200 to 300 occupants being constructed as part of a new school have added only 1 to 2 percent to the total project cost when the safe room was included in the design process at the beginning of the project.”

 

Further, based on 36 safe room applications submitted to FEMA in 2008 the cost per square foot of the safe rooms (in the continental U.S.) was less than $190 per square foot. Per Chapter A3 of FEMA P-361, the average cost to harden new buildings to provide for a safe room in a hurricane-prone region is between 5% and 8%. It is important to note that the basic materials required for the construction of storm shelters are the same as those for typical construction (reinforced concrete, reinforced masonry, etc.). Special materials or assemblies are only required for door assemblies and opening protection systems. Costs for storm shelters are anticipated to decrease as their use becomes more widespread as these construction materials are commonly used in the Commonwealth. The adoption of requirements for storm shelters in hurricane prone areas for Group E Occupancies and first responder facilities in the 2015 IBC will lead to installation of many more storm shelters than are currently being built. Subsequently, shelters will become less of a specialty item from a design and construction standpoint. As the market expands for specialty products needed in shelters, like hurricane resistant doors, windows and shutters, economies of scale and new manufacturers joining the industry will also lead to cost reductions.

NoNoYesE. Scott Tezak, PEE. Scott Tezak, PEAtkinsSelf857-400-2709scott.tezak@atkinsglobal.com4/20/2018
Failed on Start (retrying)
E. Scott Tezak, PE4/20/2018Atkins10 High Street, Suite 705Boston867-400-2709MA02110scott.tezak@atkinsglobal.comIBC-GE. Scott Tezak, PESelfGChapter 4, Section 423.4

423.4 Group E Occupancies. In areas where the shelter design wind speed for tornadoes hurricanes is 250 190 mph or greater on island states or territories where vehicle access to the continental US by roadway or bridge is not available in accordance with Figure 304.2(1 2) of ICC 500, all Group E occupancies with an occupant load of 50 or more shall have a storm shelter constructed in accordance with ICC 500. ​

This proposal will increase the cost of construction. Some of the most recent information on costs in available in FEMA P-361, Safe Rooms for Tornadoes and Hurricanes. Guidance for Community and Residential Safe Rooms (Third Edition, March 2015). Cost values described herein come from this publication and previous editions of the publication. FEMA’s safe room guidelines meet or exceed the design and construction requirements of the ICC 500. Therefore, storm shelters should be able to be constructed to the same cost criteria but there is no specific data available at this time to quantify or confirm this statement. The FEMA publication (2008 Edition) stated “For large new building projects, however, the percent increase in the overall project cost is quite small. For example, many safe rooms protecting 200 to 300 occupants being constructed as part of a new school have added only 1 to 2 percent to the total project cost when the safe room was included in the design process at the beginning of the project.”

 

Further, based on 36 safe room applications submitted to FEMA in 2008 the cost per square foot of the safe rooms (in the continental U.S.) was less than $190 per square foot. Per Chapter A3 of FEMA P-361, the average cost to harden new buildings to provide for a safe room in a hurricane-prone region is between 5% and 8%. It is important to note that the basic materials required for the construction of storm shelters are the same as those for typical construction (reinforced concrete, reinforced masonry, etc.). Special materials or assemblies are only required for door assemblies and opening protection systems. Costs for storm shelters are anticipated to decrease as their use becomes more widespread as these construction materials are commonly used in the Commonwealth. The adoption of requirements for storm shelters in hurricane prone areas for Group E Occupancies and first responder facilities in the 2015 IBC will lead to installation of many more storm shelters than are currently being built. Subsequently, shelters will become less of a specialty item from a design and construction standpoint. As the market expands for specialty products needed in shelters, like hurricane resistant doors, windows and shutters, economies of scale and new manufacturers joining the industry will also lead to cost reductions.​

NoNoYesE. Scott Tezak, PEE. Scott Tezak, PEAtkinsSelf857-400-2709scott.tezak@atkinsglobal.com4/20/2018
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