Ark. Code Ann. § 12-29-308 — AR Code / Title 12 / Chapter 29 / Subchapter 3 / Section 12-29-308
[Repealed]
Status: repealed

Repealed by Act 2021, No. 497,§ 5, eff. 7/28/2021. Acts 1985, No. 288, § 2; A.S.A. 1947, § 46-1309; Acts 2005, No. 496, § 6.

Repealed by Act 2021, No. 497,§ 5, eff. 7/28/2021.

Acts 1985, No. 288, § 2; A.S.A. 1947, § 46-1309; Acts 2005, No. 496, § 6.
Ark. Code Ann. § 12-41-613 — AR Code / Title 12 / Chapter 41 / Subchapter 6 / Section 12-41-613
Bonds - Pledge of revenues - Funds
Status: in_force

(a) The principal, premiums, if any, interest, and trustee's and paying agent's fees in connection with all bonds issued under this subchapter shall be secured by a lien on and pledge of the fee revenues and the gross revenues derived from the fees levied under the provisions of § 12-41-617 [repealed]. (b) Such pledged revenues are specifically declared to be cash funds, restricted in their use and dedicated and to be used solely as provided in this subchapter. (c) (1) There is created a fund designated "county jail revenue bond fund" to be maintained at a depository as shall be specified by the county jail board. The county jail revenue bond fund shall be a trust fund. (2) After the issuance of any bonds under this subchapter, the moneys in the county jail revenue bond fund shall be applied solely for the payment of the principal of, premiums, if any, interest on, trustee's and paying agent's fees in connection with the bonds at maturity and at redemption prior to maturity, except moneys that are withdrawn therefrom pursuant to the subsequent provisions of this section, all as shall be specified and subject to the terms and conditions set forth in the authorizing resolution or trust indenture. (d) The pledged revenue shall not be deposited into the county treasury but, as and when received, shall be deposited into the county jail revenue bond fund. (e) The principal of, premiums, if any, interest on, and trustee's and paying agent's fees in connection with the bonds shall be payable solely from the moneys in the county jail revenue bond fund and the moneys required by this subchapter to be deposited into the county jail revenue bond fund. (f) The board is directed to insert appropriate provisions in the authorizing resolution or trust indenture for the investment and reinvestment of moneys in the county jail revenue bond fund in securities selected by the board, and all income derived from such investments shall be and become part of the county jail revenue bond fund. Acts 1981, No. 879, § 8; A.S.A. 1947, § 46-436.

(a) The principal, premiums, if any, interest, and trustee's and paying agent's fees in connection with all bonds issued under this subchapter shall be secured by a lien on and pledge of the fee revenues and the gross revenues derived from the fees levied under the provisions of § 12-41-617 [repealed].

(b) Such pledged revenues are specifically declared to be cash funds, restricted in their use and dedicated and to be used solely as provided in this subchapter.

(c) (1) There is created a fund designated "county jail revenue bond fund" to be maintained at a depository as shall be specified by the county jail board. The county jail revenue bond fund shall be a trust fund. (2) After the issuance of any bonds under this subchapter, the moneys in the county jail revenue bond fund shall be applied solely for the payment of the principal of, premiums, if any, interest on, trustee's and paying agent's fees in connection with the bonds at maturity and at redemption prior to maturity, except moneys that are withdrawn therefrom pursuant to the subsequent provisions of this section, all as shall be specified and subject to the terms and conditions set forth in the authorizing resolution or trust indenture.

(1) There is created a fund designated "county jail revenue bond fund" to be maintained at a depository as shall be specified by the county jail board. The county jail revenue bond fund shall be a trust fund.

(2) After the issuance of any bonds under this subchapter, the moneys in the county jail revenue bond fund shall be applied solely for the payment of the principal of, premiums, if any, interest on, trustee's and paying agent's fees in connection with the bonds at maturity and at redemption prior to maturity, except moneys that are withdrawn therefrom pursuant to the subsequent provisions of this section, all as shall be specified and subject to the terms and conditions set forth in the authorizing resolution or trust indenture.

(d) The pledged revenue shall not be deposited into the county treasury but, as and when received, shall be deposited into the county jail revenue bond fund.

(e) The principal of, premiums, if any, interest on, and trustee's and paying agent's fees in connection with the bonds shall be payable solely from the moneys in the county jail revenue bond fund and the moneys required by this subchapter to be deposited into the county jail revenue bond fund.

(f) The board is directed to insert appropriate provisions in the authorizing resolution or trust indenture for the investment and reinvestment of moneys in the county jail revenue bond fund in securities selected by the board, and all income derived from such investments shall be and become part of the county jail revenue bond fund.

Acts 1981, No. 879, § 8; A.S.A. 1947, § 46-436.
Ark. Code Ann. § 12-80-104 — AR Code / Title 12 / Chapter 80 / Section 12-80-104
Design requirements
Status: in_force

(a) (1) Neither the state or any county, city, township, village, or private entity shall construct, add to, alter, retrofit, or remodel any public structure unless the structural elements are designed to resist the anticipated forces of the designated seismic zone in which the structure is located. (2) (A) Design loads and seismic design requirements shall be, as a minimum, those listed in the Chapter of Structure Loads and referenced chapters from the Arkansas Fire Prevention Code. (B) (i) Buildings or other structures classified as Category I or Category II occupancies as described in Table 1604.5, Arkansas Fire Prevention Code, Volume II, 2012 Edition, or in American Society of Civil Engineers Standard 7-10, Table 1.5-1, that are constructed for manufacturing or industrial occupancy or for public works may be designed using the mapped ground motion response accelerations for a ten-percent probability of exceeding the design seismic event in a fifty-year period based on United States Geological Survey data, instead of the mapped ground motion response accelerations for a two-percent or other probability of exceeding the design seismic event in a fifty-year period as set out in the Arkansas Fire Prevention Code, 2012 Edition, or subsequent editions of the Arkansas Fire Prevention Code if the alternate design standard has been properly adopted by ordinance in the locality in which the building or other structure is to be constructed. (ii) Under subdivision (a)(2)(B)(i) of this section, SDS shall equal SMS and SD1 shall equal SM1 in lieu of the two-thirds adjustment indicated in Equation 16-39 and Equation 16-40 of the Arkansas Fire Prevention Code, Volume II, 2012 Edition, and the design seismic base shear V in any given direction shall be not less than that determined in accordance with Section 1607, Standard Building Code, 1997 Edition. (iii) As used in subdivision (a)(2)(B)(ii) of this section, "SDS", "SMS", "SD1", and "SM1" mean the same as defined in the Arkansas Fire Prevention Code, Volume II, 2012 Edition. (b) (1) All construction plans for public buildings and structures shall comply with the Arkansas Architectural Act, § 17-15-101 et seq. (2) The design of structural elements of public buildings and structures shall be performed by a professional engineer as defined in § 17-30-101 who is competent in seismic structural design according to current standards of technical competence. (3) The structural plans of each public building or structure shall bear the engineer's Arkansas seal and signature and a statement of reference to what seismic zone the structure is designed to satisfy. (4) Educational and institutional structures in Seismic Hazard Exposure Group III shall have nonstructural interior components, such as bookshelves, light fixtures, shelving, hot water tanks, oxygen tanks, etc., to meet earthquake resistant guidelines. Amended by Act 2016EX3, No. 23,§ 1, eff. 5/23/2016. Amended by Act 2016EX3, No. 22,§ 1, eff. 5/23/2016. Acts 1991, No. 1100, § 4; 1999, No. 1485, § 3; 2011, No. 897, § 10.

(a) (1) Neither the state or any county, city, township, village, or private entity shall construct, add to, alter, retrofit, or remodel any public structure unless the structural elements are designed to resist the anticipated forces of the designated seismic zone in which the structure is located. (2) (A) Design loads and seismic design requirements shall be, as a minimum, those listed in the Chapter of Structure Loads and referenced chapters from the Arkansas Fire Prevention Code. (B) (i) Buildings or other structures classified as Category I or Category II occupancies as described in Table 1604.5, Arkansas Fire Prevention Code, Volume II, 2012 Edition, or in American Society of Civil Engineers Standard 7-10, Table 1.5-1, that are constructed for manufacturing or industrial occupancy or for public works may be designed using the mapped ground motion response accelerations for a ten-percent probability of exceeding the design seismic event in a fifty-year period based on United States Geological Survey data, instead of the mapped ground motion response accelerations for a two-percent or other probability of exceeding the design seismic event in a fifty-year period as set out in the Arkansas Fire Prevention Code, 2012 Edition, or subsequent editions of the Arkansas Fire Prevention Code if the alternate design standard has been properly adopted by ordinance in the locality in which the building or other structure is to be constructed. (ii) Under subdivision (a)(2)(B)(i) of this section, SDS shall equal SMS and SD1 shall equal SM1 in lieu of the two-thirds adjustment indicated in Equation 16-39 and Equation 16-40 of the Arkansas Fire Prevention Code, Volume II, 2012 Edition, and the design seismic base shear V in any given direction shall be not less than that determined in accordance with Section 1607, Standard Building Code, 1997 Edition. (iii) As used in subdivision (a)(2)(B)(ii) of this section, "SDS", "SMS", "SD1", and "SM1" mean the same as defined in the Arkansas Fire Prevention Code, Volume II, 2012 Edition.

(1) Neither the state or any county, city, township, village, or private entity shall construct, add to, alter, retrofit, or remodel any public structure unless the structural elements are designed to resist the anticipated forces of the designated seismic zone in which the structure is located.

(2) (A) Design loads and seismic design requirements shall be, as a minimum, those listed in the Chapter of Structure Loads and referenced chapters from the Arkansas Fire Prevention Code. (B) (i) Buildings or other structures classified as Category I or Category II occupancies as described in Table 1604.5, Arkansas Fire Prevention Code, Volume II, 2012 Edition, or in American Society of Civil Engineers Standard 7-10, Table 1.5-1, that are constructed for manufacturing or industrial occupancy or for public works may be designed using the mapped ground motion response accelerations for a ten-percent probability of exceeding the design seismic event in a fifty-year period based on United States Geological Survey data, instead of the mapped ground motion response accelerations for a two-percent or other probability of exceeding the design seismic event in a fifty-year period as set out in the Arkansas Fire Prevention Code, 2012 Edition, or subsequent editions of the Arkansas Fire Prevention Code if the alternate design standard has been properly adopted by ordinance in the locality in which the building or other structure is to be constructed. (ii) Under subdivision (a)(2)(B)(i) of this section, SDS shall equal SMS and SD1 shall equal SM1 in lieu of the two-thirds adjustment indicated in Equation 16-39 and Equation 16-40 of the Arkansas Fire Prevention Code, Volume II, 2012 Edition, and the design seismic base shear V in any given direction shall be not less than that determined in accordance with Section 1607, Standard Building Code, 1997 Edition. (iii) As used in subdivision (a)(2)(B)(ii) of this section, "SDS", "SMS", "SD1", and "SM1" mean the same as defined in the Arkansas Fire Prevention Code, Volume II, 2012 Edition.

(A) Design loads and seismic design requirements shall be, as a minimum, those listed in the Chapter of Structure Loads and referenced chapters from the Arkansas Fire Prevention Code.

(B) (i) Buildings or other structures classified as Category I or Category II occupancies as described in Table 1604.5, Arkansas Fire Prevention Code, Volume II, 2012 Edition, or in American Society of Civil Engineers Standard 7-10, Table 1.5-1, that are constructed for manufacturing or industrial occupancy or for public works may be designed using the mapped ground motion response accelerations for a ten-percent probability of exceeding the design seismic event in a fifty-year period based on United States Geological Survey data, instead of the mapped ground motion response accelerations for a two-percent or other probability of exceeding the design seismic event in a fifty-year period as set out in the Arkansas Fire Prevention Code, 2012 Edition, or subsequent editions of the Arkansas Fire Prevention Code if the alternate design standard has been properly adopted by ordinance in the locality in which the building or other structure is to be constructed. (ii) Under subdivision (a)(2)(B)(i) of this section, SDS shall equal SMS and SD1 shall equal SM1 in lieu of the two-thirds adjustment indicated in Equation 16-39 and Equation 16-40 of the Arkansas Fire Prevention Code, Volume II, 2012 Edition, and the design seismic base shear V in any given direction shall be not less than that determined in accordance with Section 1607, Standard Building Code, 1997 Edition. (iii) As used in subdivision (a)(2)(B)(ii) of this section, "SDS", "SMS", "SD1", and "SM1" mean the same as defined in the Arkansas Fire Prevention Code, Volume II, 2012 Edition.

(i) Buildings or other structures classified as Category I or Category II occupancies as described in Table 1604.5, Arkansas Fire Prevention Code, Volume II, 2012 Edition, or in American Society of Civil Engineers Standard 7-10, Table 1.5-1, that are constructed for manufacturing or industrial occupancy or for public works may be designed using the mapped ground motion response accelerations for a ten-percent probability of exceeding the design seismic event in a fifty-year period based on United States Geological Survey data, instead of the mapped ground motion response accelerations for a two-percent or other probability of exceeding the design seismic event in a fifty-year period as set out in the Arkansas Fire Prevention Code, 2012 Edition, or subsequent editions of the Arkansas Fire Prevention Code if the alternate design standard has been properly adopted by ordinance in the locality in which the building or other structure is to be constructed.

(ii) Under subdivision (a)(2)(B)(i) of this section, SDS shall equal SMS and SD1 shall equal SM1 in lieu of the two-thirds adjustment indicated in Equation 16-39 and Equation 16-40 of the Arkansas Fire Prevention Code, Volume II, 2012 Edition, and the design seismic base shear V in any given direction shall be not less than that determined in accordance with Section 1607, Standard Building Code, 1997 Edition.

(iii) As used in subdivision (a)(2)(B)(ii) of this section, "SDS", "SMS", "SD1", and "SM1" mean the same as defined in the Arkansas Fire Prevention Code, Volume II, 2012 Edition.

(b) (1) All construction plans for public buildings and structures shall comply with the Arkansas Architectural Act, § 17-15-101 et seq. (2) The design of structural elements of public buildings and structures shall be performed by a professional engineer as defined in § 17-30-101 who is competent in seismic structural design according to current standards of technical competence. (3) The structural plans of each public building or structure shall bear the engineer's Arkansas seal and signature and a statement of reference to what seismic zone the structure is designed to satisfy. (4) Educational and institutional structures in Seismic Hazard Exposure Group III shall have nonstructural interior components, such as bookshelves, light fixtures, shelving, hot water tanks, oxygen tanks, etc., to meet earthquake resistant guidelines.

(1) All construction plans for public buildings and structures shall comply with the Arkansas Architectural Act, § 17-15-101 et seq.

(2) The design of structural elements of public buildings and structures shall be performed by a professional engineer as defined in § 17-30-101 who is competent in seismic structural design according to current standards of technical competence.

(3) The structural plans of each public building or structure shall bear the engineer's Arkansas seal and signature and a statement of reference to what seismic zone the structure is designed to satisfy.

(4) Educational and institutional structures in Seismic Hazard Exposure Group III shall have nonstructural interior components, such as bookshelves, light fixtures, shelving, hot water tanks, oxygen tanks, etc., to meet earthquake resistant guidelines.

Amended by Act 2016EX3, No. 23,§ 1, eff. 5/23/2016.

Amended by Act 2016EX3, No. 22,§ 1, eff. 5/23/2016.

Acts 1991, No. 1100, § 4; 1999, No. 1485, § 3; 2011, No. 897, § 10.