Safeguards During Construction and Demolition

RCNY tit. 1, ch. 3300

in effect

1 RCNY § 3301-01 Construction Site Signs.

§ 3301-01 Construction Site Signs. (a) References. See Sections 3307 and 3301.9 of the New York City Building Code (BC). (b) Definitions. For the purposes of this section, the following terms mean: (1) Best construction site management program. A plan designed to help reduce construction impact on the surrounding community by monitoring certain activities at construction sites. This program must be developed and implemented by a party who is independent of the contractor. (2) Contractor. A general contractor or, for a demolition site, the demolition contractor. (3) Department's acceptance logo. A logo provided by the Department that indicates the Department has accepted the best construction site management program and that may be displayed on the sidewalk shed parapet panel along with the program name or logo at a site utilizing an accepted best construction site management program. (4) Designated responsible party. The person in charge of implementing the best construction site management program and authorized to receive notices from the Department. This party must be designated by the person, corporation or other legal entity operating the program. (5) Project information panel. A project information panel required to be posted on a construction fence as set forth in BC Section 3301.9.1. (6) Sidewalk shed parapet panel. A sidewalk shed parapet panel required to be posted on a sidewalk shed as set forth in BC Section 3301.9.2. (7) Site. A construction or demolition site. (c) Project information panels at government-owned sites and at sites with government funding. Project information panels at government-owned sites and at sites with government funding must conform to all requirements set forth in BC Section 3301.9 except as provided in this section. (1) Content of project information panels at government-owned sites and at sites with government funding. Project information panels at government-owned sites and at sites with government funding must include the following information (see Figures 1, 2, and 3): (i) A rendering, elevation drawing, site plan, or zoning diagram of the building exterior that does not contain logos or commercially recognizable symbols; Exception: A rendering, elevation drawing, site plan or zoning diagram of the building exterior is not required for demolition projects. (ii) A title line stating "Work in Progress:" and specifying the nature of the project; (iii) Anticipated project completion date; (iv) The name of the government entity owning the site and/or funding the project; (v) Website address to contact for project information; (vi) The corporate name and telephone number of the contractor; (vii) The statement, in both English and Spanish, "TO ANONYMOUSLY REPORT UNSAFE CONDITIONS AT THIS WORK SITE, CALL 311" and (viii) A copy of the primary project permit, with accompanying text "To see other permits issued on this property, visit: www.nyc.gov/buildings." The permit must be laminated or encased in a plastic covering to protect it from the elements or shall be printed directly onto the project information panel. In addition to the above requirements, the name(s) of government official(s) may be incorporated into the panel in accordance with Figures 1, 2 and 3. (2) Specifications for project information panels at government-owned sites and at sites with government funding. Project information panels must be 6 feet (1829 mm) wide and 4 feet (1219 mm) high, with the content required by paragraph (1) of this subdivision arranged in accordance with Figures 1, 2 and 3, as applicable. The content required by subparagraphs (ii) through (vii) of paragraph (1) of this subdivision must be written in the Calibri font or similar sans serif font style, with letters a minimum of 1 inch (25 mm) high, as measured by the upper case character. Such letters must be white, on a blue background, with such blue color of a shade matching Pantone 296, or RGB 15, 43, 84, or CMYK 100, 88, 38, 35. Exceptions: (i) The dimensions for a project information panel posted in conjunction with a demolition project must be 2 feet 4 inches (711 mm) wide and 4 feet (1219 mm) high, in accordance with Figure 1. (ii) For construction sites with a street frontage less than 60 feet (18 288 mm), the dimensions for a project information panel, other than that posted in conjunction with a demolition project, must be 55 inches (1397 mm) wide and 36.5 inches (927 mm) high, in accordance with Figure 3.

Figure 1 Fence Project Information Panel Text Detail

Figure 2 Fence Project Information Panel Layout

Figure 3 Fence Project Information Panel Layout for Small Lots (d) Best construction site management program. (1) Scope. This section outlines the requirements for Department-accepted best construction site management programs and the duties of the designated responsible party. Unless otherwise authorized under the Administrative Code or Department rules, only Department-accepted best construction site management programs may be identified on a sidewalk shed parapet panel. (2) Application and acceptance. (i) Application for acceptance must be made on forms to be furnished by the Department and must contain such information as the Department prescribes, including, but not limited to, the name, address and contact information of the person, corporation or other legal entity operating the program and the name, address and contact information for the designated responsible party. (ii) The Department may accept a best construction site management program if it receives a completed application that includes a detailed plan that demonstrates that the program is designed to ensure that its participating work sites are well-managed, clean and responsive to community concerns. The plan must include, at a minimum, the duties listed in paragraph (4) of this subdivision. (iii) Applications must include a certification by the program's designated responsible party that the plan will be implemented at all times at each of the program's participating sites. (3) Duties of the designated responsible party. (i) The designated responsible party must monitor the contractor and the site to ensure the maintenance of publicly accessible areas within or surrounding the site and site operations, including, but not limited to, ensuring the contractor: (A) Maintain the site free of any construction debris, or rubbish, materials and equipment; (B) Maintains all areas and surfaces such that they are neat, clean and free of damage, illegal signage, graffiti and sharp objects; (C) Maintains free of snow and ice on sidewalks and snow and ice that poses potential danger to the public. (ii) The designated responsible party must monitor the contractor and the site to ensure that the community impact is minimized, which includes, but is not limited to, ensuring that the contractor: (A) Installs enhanced netting systems and sidewalk protections. (B) Reduces or shields the public from noise, vibration, dust and noxious substances; (C) Protects street trees, plants, sidewalk amenities and furniture; and (D) Addresses nuisance and environmental complaints. (iii) The designated responsible party must promote community relations, including, but not limited to, the following: (A) Establish a method to receive and provide responses to complaints or questions and to provide timely updates about on-going construction operations, including project scope and expected duration of the project; (B) Provide notification to the respective Community Board prior to affixing the best construction site management program name or logo on a sidewalk shed parapet panel at a participating site; and (C) For new buildings, alterations or demolitions of major buildings, as that term is defined in Chapter 33 of the New York City Building Code, provide live project updates to the respective community board within thirty (30) days of a site joining a best construction site management program and every six months thereafter. (iv) The designated responsible party must conduct periodic reviews of its participating sites to verify program compliance. Such reviews must be conducted more frequently if so directed by the Department. (v) The designated responsible party must maintain the following records until construction is complete and make them available to the Department upon request: (A) Current list of the participating site addresses, contractor name, address and contact number and the owner name and address; (B) Details of each review with respect to any program requirements set forth in paragraph (4) of this subdivision and any actions resulting therefrom; and (C) Details of complaint resolution for each complaint, including mitigation strategies. (vi) The designated responsible party must develop a process for: (A) Notifying the Department of any changes to the best construction site management program, plan or the designated responsible party within ten days of such change; and (B) Notifying the contractor and owner if the best construction site management program is no longer accepted by the Department or if an order has been issued by the Commissioner instructing that the program's name or logo and the Department's acceptance logo must be immediately removed from the sign. (e) Revocation. (1) Failure to comply with duties. Following notice and an opportunity to be heard, the Department may revoke acceptance of a best construction site management program and order removal of the program's name or logo and Department acceptance logo from the sidewalk shed parapet panel at a particular site or at all the program's sites for failure to comply with the duties set forth in paragraph (3) of subdivision (d) of this section and the plan described in the accepted best construction site management program application. (2) Failure to ensure compliance with plan. Following notice and an opportunity to be heard, the Department may order removal of the program's name or logo and Department acceptance logo from the sidewalk shed parapet panel at a particular site where the best construction site management program fails to ensure that the participating work site is well-managed, clean and responsive to community concerns. (3) Removal of logos. If the program's name or logo and the Department's acceptance logo are not removed from the sidewalk shed parapet panel within 10 days of the order, the Department may cover the program's name or logo and the Department acceptance logo, at the owner's expense. (4) Continuation of program without logos. Revocation of the Department's program acceptance or order to remove the program name or logo and the Department's acceptance logo at a particular site, shall not affect the ability of the best construction site management program to continue its mission without inclusion of its name or logo on the sidewalk shed parapet panel and without reference to Department program acceptance. (Amended City Record 4/19/2018, eff. 5/19/2018)

1 RCNY § 3301-02 Registration of Construction Superintendents.

§ 3301-02 Registration of Construction Superintendents. Construction superintendents must be registered with the Department, in accordance with the following provisions. (a) Form and manner of registration. An application for registration as a construction superintendent must be submitted in a form and manner acceptable to Department, and provide such information as the department may require. (b) Qualifications. All applicants for construction superintendent registration are subject to the provisions of Article 401 of Chapter 4 of Title 28 of the New York City Administrative Code and must submit satisfactory proof establishing that the applicant: (1) Holds a valid site safety manager or site safety coordinator certificate, or a valid registration as a concrete safety manager; or (2) Is able to read construction plans and specifications; and (3) Has satisfactorily completed, within two (2) years prior to the date of application, a course that is at least ten hours (10) in length and approved by the United States Department of Labor Occupational Safety and Health Administration (OSHA) in construction industry safety and health; and also meets one of the following: (i) Is a registered design professional and has satisfactorily completed, within one (1) year prior to the date of the application, a course in site safety that is at least 8 hours in length and approved by the department; (ii) Holds a Certified Safety Professional ("CSP") designation or a Construction Health and Safety Technician ("CHST") designation from the Board of Certified Safety Professionals ("BCSP") and has satisfactorily completed, within one (1) year prior to the date of the application, a course in site safety that is at least 8 hours in length and approved by the department; (iii) Has five (5) years of experience, within ten (10) years prior to the date of the application, as a Building Code enforcement official charged with enforcement of the provisions of the New York City Building Code, and has satisfactorily completed, within one (1) year prior to the date of the application, a course in site safety that is at least 8 hours in length and approved by the department. The enforcement must have included inspections of buildings under construction or demolition and thus this basis for qualification excludes officials whose primary role is to perform inspections of occupied or vacant buildings; (iv) Has five (5) years of full-time field experience in the United States, within 10 years prior to the date of the application, working on buildings as a safety official for a governmental entity or construction firm or as a safety manager or safety engineer for a safety consulting firm specializing in construction or demolition and has satisfactorily completed, within one (1) year prior to the date of the application, a course in site safety that is at least 8 hours in length and approved by the department; or (v) Has five (5) years of full time experience in the United States, within ten (10) years prior to the date of the application, as verified by employer affidavit, working with plans in a relevant construction trade in furtherance of the construction, vertical or horizontal enlargement, or full demolition of a building or structure, and has satisfactorily completed, within one (1) year prior to the date of the application, a course in site safety that is at least 40 hours in length and approved by the department. (c) Credits. For purposes of paragraph (3) of subdivision (b) of this section, the following credits may be applied: (1) Educational credit. Each year of full-time formal training or education in a program with emphasis on construction at a college, technical or trade school may be substituted for one year of work experience, up to a maximum of three years. (2) Training credit. Possession of a valid Site Safety Training Supervisor Card will be accepted in lieu of providing proof that the applicant has completed the OSHA and site safety courses specified in paragraph (3) of subdivision (b) of this section. (d) Audits. Applications for registration are subject to audit at any time. An audit may also be made at any time upon receipt of complaints or evidence of falsification. (e) Registration term. Registrations issued under this section are valid for three years from the date of issuance. (f) Registration fees. The initial fee for registration in accordance with this section is one hundred dollars ($100.00). (g) Renewals. (1) Renewals may be subject to the provisions of Article 401 of Chapter 4 of Title 28 of New York City Administrative Code. The fee for timely renewal is fifty dollars ($50.00). Renewals not submitted in a timely manner will be subject to a late surcharge of fifty dollars ($50.00). (2) Timely renewal applications must be accompanied by proof that the applicant has, during the one-year prior to renewal, successfully completed an 8-hour Site Safety Coordinator course approved by the department. (3) Renewals not filed within one year of registration expiration will be treated as a new application. (h) Notification of change of address. Registered construction superintendents must notify the department, in writing, of any address change within thirty (30) days of the change. (Added City Record 4/28/2016, eff. 5/28/2016; amended City Record 4/19/2018, eff. 5/19/2018; amended City Record 7/15/2022, eff. 8/14/2022; amended City Record 1/26/2023, eff. 2/25/2023)

1 RCNY § 3301-03 Worker Safety Information at Construction Sites. [Repealed] (Added City Record 10/15/2019, eff. 10/15/2019; amended City Record 11/10/2020, eff. 12/10/2020; repealed City Record 5/20/2025, eff. 6/19/2025)

1 RCNY § 3301-04 Duties of the Construction Superintendent.

§ 3301-04 Duties of the Construction Superintendent. (a) Duties. Construction superintendents, at a minimum, must perform the duties set out in this section at each job site for which the construction superintendent is responsible. (b) Definitions. For purposes of this section, the following terms have the following meanings: Approved Documents. The term “approved documents” has the same meaning as set forth in Section 3301.13.2 of the New York City Building Code. Competent person. The term “competent person” has the same meaning as set forth in Section 202 of the New York City Building Code. Construction Superintendent. The primary construction superintendent, designated pursuant to Section 3301.13.3 of the New York City Building Code, or the alternate construction superintendent designated pursuant to Section 3301.13.5 of the New York City Building Code when acting in place of the primary construction superintendent. License. The term “license” has the same meaning as set forth in § 28-401.3 of the New York City Administrative Code. Licensee. An individual, sole proprietorship, partnership, corporation, business association or other person who holds a license issued by the department. Qualified person. The term “qualified person” has the same meaning as set forth in Section 202 of the New York City Building Code. Registered design professional. The term “registered design professional” has the same meaning as set forth in § 28-101.5 of the New York City Administrative Code. Special inspector. The term “special inspector” has the same meaning as set forth in § 28-101.5 of the New York City Administrative Code. (c) Ensuring compliance. In order to satisfy the requirements of items number 1 and 2 of Section 3301.13.7 of the New York City Building Code, the construction superintendent must, at a minimum, ensure compliance with the requirements listed in Table 1: Table 1: Compliance Requirements The construction superintendent must ensure that: (1) Work required to be performed by or supervised by a licensee is performed by or supervised by the appropriate licensee.1 (2) Required supervisors are present during activities required to be supervised by a competent person in accordance with Chapter 33 of the New York City Building Code or rules promulgated thereunder.2 (3) Inspections, monitoring, examinations, or similar checks requiring a registered design professional, qualified person, or competent person are performed by such person when required by Chapter 33 of the New York City Building Code or rules promulgated thereunder.2 (4) Work requiring a special inspection, as identified by the registered design professional of record, or work requiring an inspection, monitoring, examination, or similar check, as required by Chapter 33 of the New York City Building Code or rules promulgated thereunder, remains accessible until the inspection, monitoring, examination, or similar check has been successfully completed.3 (5) Work contingent upon successful completion of a special inspection, as identified by the registered design professional of record, or an inspection, monitoring, examination, or similar check, as required by Chapter 33 of the New York City Building Code or rules promulgated thereunder does not proceed until the inspection has been successfully completed.3 (6) Ongoing and completed work complies with approved documents.4 (7) When dewatering operations are occurring, compliance is maintained with the dewatering plan and dewatering monitoring program required by Section 3303.14.5 of the New York City Building Code.5 (8) When excavation operations are occurring or an open excavation is present at the site, compliance is maintained with the support of excavation plan required by Section 3304.4.1 of the New York City Building Code,4 or where the work is exempt from a support of excavation plan, the work remains within the scope of the applicable exemption and maintains compliance with the applicable provisions of Section 3304.4 of the New York City Building Code. (9) When slurry is utilized to support an excavation, trench, or drilled or bored hole, compliance is maintained with the slurry installation procedures required by Section 3304.12 of the New York City Building Code.4 (10) When underpinning, or other methods of supporting buildings or adjacent property, are being installed, compliance is maintained with the installation procedures for the underpinning, or other methods of support, as specified on the construction documents required by Section 1817 of the New York City Building Code.4 (11) When structural steel, precast concrete, or structural aluminum is being installed, or when concrete formwork is being installed or removed, or concrete is being placed, compliance is maintained with the applicable provisions of Section 3305 of the New York City Building Code,6 including but not limited to ensuring compliance is maintained with shop drawings, erection drawings, formwork design drawings, shoring and bracing drawings, reshoring schedules, and similar documents prepared by a registered design professional.4 (12) When cold formed steel is being installed, all requirements imposed upon the construction superintendent by Section 3305.8 of the New York City Building Code are complied with. (13) During concrete placement in cold or hot weather, procedures to implement the requirements of Sections 1905.12 and 1905.13 of the New York City Building Code are in place. (14) When masonry construction is occurring, compliance is maintained with the masonry bracing plan required by Section 2104.5 of the New York City Building Code.4 (15) During demolition operations, compliance is maintained with the demolition submittal documents required by Section 3306.5 of the New York City Building Code,4 or where the work is exempt from demolition submittal documents, the work remains within the scope of the applicable exemption and maintains compliance with the applicable provisions of Sections 3306.7, 3306.8, and 3306.9 of the New York City Building Code. (16) During demolition operations requiring a demolition monitoring plan, compliance is maintained with the demolition monitoring plan required by Sections 3306.12 or 3306.13 of the New York City Building Code.5 (17) During demolition operations, compliance is maintained with the access and safety zone provisions of Sections 3306.2.1 and 3306.2.2 of the New York City Building Code. (18) Hoisting operations have ceased when the wind speed exceeds either 30 mph (3-second gust), the threshold specified by the manufacturer of the hoisting equipment, or the threshold indicated on approved documents, whichever is lower. (19) The site is secured for inclement weather. (20) The site is locked or otherwise secured at the end of the shift, with watchpersons or security monitoring in place when required by Section 3303.3 of the New York City Building Code. (21) For after-hours work, an after-hours variance has been obtained, and the work is in compliance with the requirements and stipulations for the after-hours work. Notes to Table 1: 1. For certain license types, supervision may be in the form of offsite supervision by the licensee in accordance with code and rules. The construction superintendent is not required to determine if individuals supervised by the licensee are employed by the licensee or qualified to perform the work of the licensee’s trade. 2. The construction superintendent is not required to determine if the individual possesses the proper qualifications to serve as a supervisor or inspector. It is the responsibility of licensed professionals to practice within their authorized scope of practice. It is the responsibility of permit holders, contractors, and similar entities to designate only persons who meet the criteria of a competent person or qualified person for work requiring such persons. 3. Successful completion to be determined by the special inspector, registered design professional, qualified person, or competent person who performed the inspection, monitoring, examination, or similar check. 4. For elements of a plan, document, or specification inspected by a special inspector or registered design professional, the construction superintendent need only verify the inspection occurred and was passed by the special inspector or registered design professional. 5. Where the monitoring program calls for monitoring to be performed by a registered design professional, qualified person, or competent person, the construction superintendent need only verify such individual is present as required by the monitoring plan. The criteria of footnote 2 also applies. 6. Excluding provisions related to design calculations and the content of approved documents prepared by a registered design professional. This does not relieve the construction superintendent from their obligations per item #6 of this table. (d) Inspections. Inspections required to satisfy the requirements of Section 3301.13.8 of the New York City Building Code must, at a minimum, include an inspection of all items prescribed in Section 3310.8.3.2 of the New York City Building Code and those prescribed in Tables 1 through 9 of Section 3310-01 of these rules. The inspections must be personally performed by the construction superintendent. Inspections specified in Tables 1 through 9 of 1 RCNY § 3310-01 and required to occur at a frequency of “throughout the day” are, for purposes of this rule, required to be performed daily. Exception: Where a site safety manager or coordinator has been designated for the job in accordance with Section 3310 of the New York City Building Code, the construction superintendent does not need to perform the inspections required by this subdivision. Site safety inspections must be performed by the site safety manager or coordinator in accordance with Section 3310 of the New York City Building Code. (e) Unsafe conditions. Unsafe conditions discovered by the construction superintendent must be corrected in accordance with Section 3301.13.9 of the New York City Building Code. (f) Documenting in the construction super log. The date, location, and result of inspections required by subdivision (d) of this section must be recorded in the construction superintendent log required by Section 3301.13.13 of the New York City Building Code. (g) Additional duties. The construction superintendent must also fulfill all other duties assigned by code and rule, including but not limited to those specified in items 3 and 4 of Section 3301.13.7 of the New York City Building Code. Nothing in this rule prevents the permit holder from assigning additional duties to the construction superintendent, including, but not limited to, monitoring for compliance with other applicable laws and regulations when the construction superintendent is qualified or competent to do so in accordance with such other laws and regulations. (h) Does not diminish responsibility. Nothing in this rule is intended to alter or diminish any obligation otherwise imposed by law on individuals other than a construction superintendent, including, but not limited to, the owner, permit holder, construction manager, general contractor, contractor, materialman, architect, engineer, land surveyor, site safety manager, site safety coordinator, concrete safety manager, or other party involved in a construction project to engage in sound engineering, design, and construction practices, and to act in a reasonable and responsible manner to maintain a safe job site. (Added City Record 12/2/2024, eff. 1/1/2025)

1 RCNY § 3307-01 Artwork on Temporary Protective Structures.

§ 3307-01 Artwork on Temporary Protective Structures. (a) Required installation of artwork approved by the Department of Cultural Affairs (“DCLA”). Temporary protective structures installed on and after September 1, 2023 must include DCLA-approved artwork as defined in Section 3307.11.2 of the Building Code unless the owner of the property at which such temporary structure is installed opts out in accordance with the provisions of this section. For the purposes of this section, the term “temporary protective structures” refers to sidewalk sheds, construction fences, and supported scaffolds that are or will be installed for at least 90 days. For the purposes of this section, the term “install” with respect to artwork means affixed to or painted on a temporary protective structure. (b) Notification of solicitation of alternative artwork. (1) A property owner may install artwork approved by DCLA in accordance with Section 2508 of the New York City Charter or alternative artwork in accordance with Section 3307.11.2.1 of the Building Code that is also approved by DCLA. If the owner chooses to install alternative artwork, the owner must comply with notification of solicitation of such alternative art in accordance with paragraph (2) below. (2) Prior to seeking approval from DCLA, the property owner must notify the Council Member and Community Board where such property is located of a request to solicit artwork and proof of such notification must be submitted to DCLA at the time of application for approval of such alternative artwork. (c) Opting out. A property owner may opt out of the requirement to install artwork on temporary protective structures at the time of filing an application for construction documents approval for such structure, pursuant to Article 104 of Chapter 1 of Title 28 of the Administrative Code of the City of New York, or at any time thereafter. If the property owner is in the process of obtaining alternative artwork as set forth in subdivision (b) above at the time of filing such application, they must opt out of the requirement to install artwork until they file a post approval amendment in accordance with the requirements of paragraph 2 of subdivision (d) below. Exception. Subject to appropriation of funds for city capital projects to install approved or alternative artwork, properties owned by the City of New York or receiving capital funding from the City or a City agency may not opt out, except as otherwise provided in Section 3307.11.7.1 of the Building Code. (d) Installation of the artwork. (1) The applicant of record for the temporary protective structure must submit plans showing area of coverage, materials, and method of installation of the artwork to the temporary protective structure. (2) If DCLA approval for alternative artwork is not received by the time that the application for the temporary protective structure is approved, the applicant must file a post approval amendment with revised plans that comply with paragraph (1) above when DCLA approval is received and prior to installation of the artwork. (e) Method of installation. (1) Artwork installed on sheds. Artwork may be installed on the outer sides and ends of sidewalk sheds by stretching such artwork over the shed and fastening to the back or on panels that adhere directly to the outer sides and ends of the shed. Artwork cannot extend above or below the shed parapet or be larger than four (4) feet in height. Artwork may also be painted directly onto the shed. (2) Artwork installed on construction fences. Artwork may be installed on the outside of the construction fence by stretching such artwork over the fence and fastening to the back or on panels that adhere directly to the fence structure. Artwork cannot extend beyond the top of the fence. Artwork may also be painted directly onto the fence. (3) Artwork installed on supported scaffolds. Artwork must be printed on debris netting meeting the requirements of Section 3314.8.2 of the Building Code. (f) Inspections. (1) Upon completion of the installation of affixed artwork on a temporary protective structure, such installation must be inspected by a qualified person designated by the permit holder for the temporary protective structure or a third party acceptable to such permit holder to verify that the artwork is in a safe condition and has been installed in accordance with approved plans. The results of the inspection must be documented in an installation inspection report signed and dated by the person who performed the inspection. (2) In addition, the affixed artwork must be inspected in accordance with the following provisions: (i) Sheds – daily, as set out in Section 3307.6.5.10 of the Building Code. (ii) Fences – weekly, as set out in Section 3307.7.8 of the Building Code. (iii) Supported scaffolds – prior to each shift, as set out in Section 3314.4.3.4 of the Building Code. (3) Inspection records must be kept on site and made available to the Department on request. Exception. The requirements of this subdivision do not apply to artwork painted on a temporary protective structure. (Added City Record 9/12/2023, eff. 10/12/2023; amended City Record 5/12/2025, eff. 6/11/2025)

1 RCNY § 3310-01 Site Safety.

§ 3310-01 Site Safety. (a) Site safety inspections for construction, alteration, or demolition projects. The primary site safety manager or coordinator for a construction, alteration, or demolition project must, at all times such site safety manager or coordinator is required to be present, perform the site safety inspections detailed in Tables 1 through 9, below, at the intervals prescribed in the tables, or ensure such inspections are performed by a site safety manager or coordinator. The requirements of this subdivision do not apply to a project whose scope is limited to facade work. Table 1 General Inspections Requirement Minimum Schedule of Inspections (1) When a building is being constructed or demolished at a height greater than 75 feet (22.86 m), verify that at least one elevator or personal hoist in a state of readiness is available for FDNY access. As appropriate (2) When a personnel hoist requires a jump, verify that all necessary permits are obtained and testing performed. As appropriate (3) When a building is being constructed or demolished at a height greater than 75 feet (22.86 m), verify that a standpipe system is available and in readiness at all times for use by the Fire Department. Daily (i) Verify the standpipe is in place at each story below the construction or demolition floor. For the purposes of this section, the construction floor shall be the stripping operation floor, except for steel construction, in which case it shall be the uppermost finished and walkable concrete floor; for demolition the demolition floor shall be the floor being demolished. Daily (ii) Verify that valves are in place at each story below the construction or demolition floor. Daily (iii) Verify that the standpipe is capped. Daily (iv) Verify that standpipes are connected to a water source, as applicable, and a siamese connection. Daily (v) Verify that siamese hose connections are not obstructed. Daily (vi) Verify siamese hose connections are marked by a red light and a sign reading, "Standpipe Siamese Connection." Daily (vii) Verify that no breach exists by visually tracing standpipe risers, cross connections and siamese connections. Weekly (4) If a construction shed is located within 30 feet (9.144 m) of the building, verify that it meets the requirements of section 3303.1.3 of the Building Code. Once per shed (5) Verify that interior and exterior guardrails and toeboards are provided and properly installed as required by the Building Code. Daily (6) Verify that all openings and/or holes in the floor are covered at all times. Daily (7) Verify that all stairwells have standard handrails. Daily (8) Verify that all signs required by section 3301.9 of the Building Code are installed and contain the required information. Once per sign Table 2 Safety Netting Inspections Requirement Minimum Schedule of Inspections (1) Verify that horizontal safety netting is maintained not more than two stories below the stripping operation floor on concrete structures or the uppermost finished and walkable concrete floor on steel frame structures, provided that such floor is more than six stories or 75 feet (22.86 m) in height above the adjoining ground or adjoining roof level, whichever is applicable. Daily (2) Verify that horizontal safety netting projects outward horizontally from the edge of the floor a minimum of 10 feet (3.048 m). Daily (3) Verify that omitted horizontal safety netting in designated crane and derrick lifting areas is indicated and approved on the crane application and the site safety plan. Weekly (4) For steel frame construction, where the steel frame extends more than eight stories above the walkable concrete floor, verify that the vertical safety netting is provided on the floors at and below the topmost working metal deck where this deck is substantially completed and that the required guardrails and toeboards are in place. Daily (5) Verify that vertical safety netting is provided on all floors below the floor on which horizontal netting is required. Daily (6) Verify that vertical safety netting is secured and kept closed at all times, except during actual loading operations or perimeter construction operations. Daily Table 3 Maintenance of Site and Adjacent Area Inspections Requirement Minimum Schedule of Inspections (1) Verify that all areas used by the public are maintained free from ice, snow, grease, debris, equipment, materials, projections, tools, or other items, substance, or conditions that may constitute a slipping, tripping or other hazard. Throughout the day (2) Verify that guards, shields or barricades surround all exposed, electrically charged, moving or otherwise dangerous parts of machines and construction equipment so as to prevent contact with the public. Daily (3) Verify that there are no exposed hose lines, wire, rope, or other items that may constitute a tripping hazard to the public. Throughout the day (4) Verify that adjoining property is protected when the height of the building exceeds that of the adjoining property. Daily (5) When the building is extended, enlarged or increased in height so that any portion of such building, except chimneys or vents, extends higher than the top of any previously constructed chimneys within 100 feet (30.48 m), verify that the chimneys conform to Section 801 of the New York City Mechanical Code. As appropriate Table 4 Housekeeping Inspections Requirement Minimum Schedule of Inspections (1) Verify that floors and stairs are clean from excess debris. Throughout the day (2) Verify that tools and equipment not in use are kept away from edges or openings. Throughout the day (3) Verify that the roof of the sidewalk shed and the street are free of debris. Daily (4) Verify that sufficient containers for the storage of garbage and debris are provided. Daily (5) Verify that containers are covered and secured when full. Daily Table 5 Removal and Storage of Material Inspections Requirement Minimum Schedule of Inspections (1) Verify that combustible waste material and combustible debris have been removed from the site. Daily (2) Verify that chutes used for the removal of debris are installed and maintained in accordance with § 3303.5.5 of the Building Code. Weekly (3) Verify that material stored on floors of a building is secured when not being used. Daily (4) When exterior walls are not in place, verify that stored material is kept at least 10 feet (3.048 m) back from the perimeter of the building, or at least 5 feet (1524 mm) back from the perimeter of the building if the floor area is less than 1,000 square feet (304.8 m), or at least 2 feet (609.6 mm) back from the perimeter of the building on upper working floors located not more than two stories below the stripping operation on concrete structures or the uppermost concrete floor on steel structures. Daily (5) Verify that no material hangs over the edge of a building unless banded and braced for relocation by the end of the workday, except on the floor of the stripping operation and on floors designated as the lumber or steel mill. Daily (i) On the floor of the stripping operation, verify that material that overhangs the floor is banded and braced, overhangs by not more than one-third of its length, and is relocated by the next workday for concrete operations. Daily (ii) Where the steel mill and lumber mill are located, verify that any material that overhangs is relocated by the next workday. Daily Table 6 Protection of Sidewalks Inspections Requirement Minimum Schedule of Inspections (1) Verify that valid permits for sidewalk sheds have been obtained, have not expired, and are posted in a central, visible area. Periodic (2) Verify that approved drawings of the sidewalk shed are at the construction site. Periodic (3) Verify that the designer and/or supplier of the sidewalk shed has certified that such shed has been erected in accordance with the approved plans and that the proper forms have been filed with the department. Once (4) Verify that sidewalk sheds extend the entire perimeter of the building. Once (5) Verify that when the building exceeds 100 feet (30.48 m) in height, the sidewalk sheds extend 20 feet (6.096 m) beyond the property line. Once (6) Verify that required sidewalk sheds remain in place until the structure is enclosed, all exterior work completed, the sash is gazed above the second story, the exterior facade is cleaned down, all outside handling of material equipment and machinery is completed, and dismantling of a hoist, crane, or the use of a derrick in their removal above the second story has been completed. Weekly (7) Verify that all openings in sidewalk sheds, fences and railings for loading purposes are kept closed, barricaded, protected, or guarded at all times. Throughout the day (8) Verify that sidewalk sheds are illuminated at night by the equivalent of 100-watt bulbs spaced 15 feet (4.572 m) apart at a minimum height of 8 feet (2.44 m) above the sidewalk. Daily (9) Verify that temporary footbridges and walkways for the public are at least 5 feet (1.524 m) in width. Daily as appropriate Table 7 Warning Signs and Lights Inspections Requirement Minimum Schedule of Inspections (1) Verify that all areas that are dangerous or hazardous to the public or areas where work is performed near vehicular traffic are appropriately marked with warning signs and lights. Daily (2) Verify that steps necessary to protect the public are taken, including provisions for flagmen/flagwomen whenever intermittent operations are conduced on or across areas open to the public or when dangerous operations, such as blasting, may affect such areas. Throughout the day, as appropriate Table 8 Scaffolds, Structural Ramps, Runways and Platform Inspections Requirement Minimum Schedule of Inspections (1) Verify that where they pose a risk to the public that all structural ramps, scaffolds, runways and platforms are provided with guardrails, toeboards, screening, or nets, unless otherwise specified by the Building Code. Daily Table 9 Material Handling and Hoisting Equipment Inspections Requirement Minimum Schedule of Inspections (1) Verify that all certificates of approval, operation, and onsite inspection for all cranes, derricks, and/or cableways have been obtained and are available for inspection at the construction site. As required (2) Verify that all permits for highway and street closings are available for inspection at the construction site. As required (3) Verify that licenses of crane operators are available at the construction site. Daily (4) When a crane is to be jumped, verify that it is in accordance with the schedule submitted by the professional engineer and approved by the department. As appropriate (5) Verify that a means of communication exists between the responsible parties when the operator of hoisting machinery has no vision of the lift or loading areas. Daily when operational (6) Verify that a program has been established and is operational for the control of pedestrian and/or vehicular traffic around the construction site during all lifting and hoisting operations. Daily when operational (7) Verify that flagmen/women are present to stop pedestrian and/or vehicular traffic during the following intermittent operations: As appropriate (i) During all lifting and hoisting operations; (ii) When trucks enter and exit the site; (iii) When materials are being lifted over the sidewalk shed; (iv) When dangerous operations, e.g., blasting, occur; (v) When the sidewalk and/or street is temporarily closed. (b) Definitions. Alteration. For the purposes of this section, the term "alteration" shall have the same meaning as set forth in § 28-101.5 of the Administrative Code. Alternate site safety manager or coordinator. A site safety manager or coordinator who is acting on behalf of and is approved by, the primary site safety manager or coordinator in accordance with the provisions of section 3310.5.3 of the Building Code. Construction. For the purposes of this section, the term "construction" shall have the same meaning as set forth in section 3302.1 of the Building Code. Demolition. For the purposes of this section, the term "demolition" shall have the same meaning as set forth in section 3302.1 of the Building Code. Facade work (facade project). The restoration of an existing facade to a safe and like new condition following decay, wear, or damage; the modification of an existing facade; or the recladding of a facade. Facade recladding (recladding of a facade). The removal of the exterior building envelope and replacement with a new exterior building envelope; or the installation of a new exterior building envelope over the existing facade. Primary site safety manager or coordinator. The site safety manager or coordinator who has been designated as the primary site safety manager in accordance with the provisions of section 3310.5 of the Building Code. Project. For the purposes of this section, the term "project" shall have the same meaning as set forth in § 28-101.5 of the Administrative Code. Qualified person. For the purposes of this section, the term "qualified person" shall have the same meaning as set forth in section 3302.1 of the Building Code. Rigging foreman. An individual working under the direct and continuing supervision of a licensed rigger and who meets the qualifications as a designated rigging foreman as set forth in 1 RCNY § 104-20. Site safety coordinator. An individual who holds a valid site safety coordinator certificate from the department. Site safety manager. An individual who holds a valid site safety manager certificate from the department. (c) Site safety inspections for facade project. For a project whose scope is limited to facade work: (1) The primary or alternate site safety manager must, whenever he or she is present at the project site, perform the site safety inspections detailed in Table 10, below, at the intervals prescribed in the table. (2) At all times when paragraph (1) of subdivision (e) of this section requires the presence of a qualified person, and the primary or alternate site safety manager is not present at the site, the qualified person as described by subdivision (e) must perform the site safety inspections detailed in Table 10, below, at the intervals prescribed in the table. Table 10 Facade project inspections Requirement Minimum Schedule of Inspections (1) Verify that the approved site safety plan is on site. Prior to the commencement of the project; and daily thereafter (2) Verify that required sidewalk sheds, fences, pedestrian protection, roof and adjoining property protection, safety netting, guardrails, perimeter protection, and controlled access zones are in accordance with the approved site safety plan. Prior to the commencement of the project; and daily thereafter (3) Verify that all scaffolds, cranes, derricks, hoisting machines, mast climbers, sidewalk sheds, and fences possess a valid permit/certificate, and that such information is recorded in the permit log. (Note: certain types of scaffolds and cranes/derricks are exempt from permit/certificate requirements; see sections 3314.2 and 3319.3 of the Building Code for details.) Prior to the commencement of the project; as each piece of equipment is brought to the site; and at the renewal or expiration of the permit/certificate (4) Verify that, where required, Department of Transportation permits for street or sidewalk closings are available at the site. Once per permit (5) Verify that notice has been provided to the department prior to the installation or removal of a suspended scaffold or a mast climber. Prior to each instance (6) Verify that plans for all scaffolds, cranes, derricks, hoisting machines, mast climbers, sidewalk sheds, and fences are available at the site. (Note: certain types of scaffolds and cranes/derricks are exempt from design requirements; see sections 3314.3 and 3319.3 of the Building Code for details.) Prior to the commencement of the project; as each piece of equipment is brought to the site; and monthly thereafter (7) Verify that installation inspections have been completed for all scaffolds, tower/climber cranes, derricks, hoisting machines, mast climbers, and sidewalk sheds, and that a record of such inspection is available at the site. (Note, installation inspections may also be required when equipment is moved to a new location at the site, or when components are relocated - for example, when decking and guardrails on a supported scaffold are moved to a different level.) Following the installation of each piece of equipment (8) Verify that daily/pre-shift inspections have been completed for all scaffolds, cranes, derricks, hoisting machines, mast climbers, and sidewalk sheds and that a record of such inspection is available at the site. (Note: certain types of cranes do not require an inspection; see section 3319.3 of the Building Code for details.) Daily (9) Verify that inspections have been completed following an adjustment or repair to a scaffold, crane, derrick, hoisting machine, mast climber, or sidewalk shed. Following each adjustment or repair (10) Verify that the general contractor or subcontractors, as appropriate, are verifying that workers have completed a course that is at least ten hours in length and approved by the United States Department of Labor Occupational Safety and Health Administration (OSHA) in construction industry safety and health, or an equivalent training, and that documentation of such verification is maintained at the site by the general contractor or subcontractors. Daily (11) Verify that the general contractor or subcontractors, as appropriate, are providing a site specific safety orientation to all workers employed at the site, and that documentation of such orientation is maintained at the site by the general contractor or subcontractors. Weekly (12) Verify that contractors engaged in scaffold, mast climber, rigging, hoisting, or sign hanging work are checking that individuals engaged in such work possess training, certification, or licensing for such work, as appropriate, and that documentation of such check is maintained at the site by the contractor. Daily (13) Verify that flagpersons are present to stop pedestrian and/or vehicular traffic during the following intermittent operations: Throughout the day (i) During all lifting and hoisting operations; (ii) When trucks enter and exit the site; (iii) When materials are being lifted over the sidewalk shed; (iv) When dangerous operations, e.g., blasting, occur; and (v) When the sidewalk and/or street is temporarily closed. (14) Verify workers are provided with and are utilizing required personal protection equipment (PPE), including but not limited to harness and life line. Throughout the day (15) Verify that a means of communication exists between the responsible parties when the operator of hoisting machinery has no vision of the lift or loading areas. Prior to the start of any such hoisting operation; and throughout the day as such hoisting operation is ongoing (16) Verify that all signs required by section 3301.9 of the Building Code are installed and contain the required information. Prior to the commencement of the project; and upon the posting of any sign added after the commencement of the project (17) Verify that scaffolds, sidewalk sheds, fences, and other pedestrian protection are free of signs or advertisements not directly related to the project. Prior to the commencement of the project; and daily thereafter (18) Verify that the standpipe system has passed its most recent hydrostatic pressure test and flow test, and that the sprinkler system has passed its most recent hydrostatic pressure test. Prior to the commencement of the project; and, if applicable, when a new hydrostatic pressure test and/or flow test is required. (19) Verify that where active work is occurring, where project material/debris/equipment is being stored, and where sidewalk sheds, fences, or other pedestrian protection is located: Daily (i) Standpipe valves/hose connections/fire department connections are in place; and (ii) Standpipe valves/hose connections/fire department connections are free from obstruction. (20) In areas where a sidewalk shed or fence has been installed, verify that the required red light marking the fire department connection is functional and the required sign identifying the fire department standpipe connection is visible. Prior to the commencement of the project; and daily thereafter (21) If "hot works" (welding, grinding operations producing sparks, torch operations, etc.) operations are performed, verify that fire extinguishers and dedicated personnel with valid FDNY fire watch certificate of fitness are on site at the location of "hot works" operations. Prior to start of any "hot works" operations; and throughout the day as "hot works" operations are performed. (22) Verify compliance with the provisions of section 3314.11.5 of the Building Code when welding operations are conducted from a suspended scaffold. Prior to the start of any welding operation from a suspended scaffold; and throughout the day as welding operations occur from a suspended scaffold (23) Verify that all flammable/combustible liquids and gases are located in a well-ventilated area, away from combustible materials, and away from open flame or sources of ignition in accordance with the requirements of the fire department. Throughout the day (24) Verify that, where active work is occurring, where project material/debris/equipment is being stored, or where sidewalk sheds, fences, or other pedestrian protection are located: Throughout the day (i) Building egress is not obstructed; (ii) Areas used by the public are maintained free from ice, snow, grease, debris, equipment, materials, projections, tools, hoses, wires, ropes, or other items, substances, or conditions that may constitute a slipping, tripping, or other hazard; and (iii) Guards, shields or barricades surround all exposed, electrically charged, moving or otherwise dangerous parts of machines and equipment so as to prevent contact with the public. (25) Verify that: Prior to the commencement of the project; and daily thereafter (i) Sidewalk shed lights are functioning; (ii) No brace or rail is hanging unattached at one or more ends of the sidewalk shed; (iii) No portions of the sidewalk shed support structure are disconnected; (iv) No section of the sidewalk shed parapet is missing; and (v) All legs of the sidewalk shed remain on their support and are supported to the ground. (26) Verify that contractor sheds and offices are in accordance with section 3303.16 of the Building Code. Prior to the commencement of the project; and upon the installation of any contractor shed added after the commencement of the project (27) Verify that chutes used for the removal of debris are installed and maintained in accordance with section 3303.5.5 of the Building Code. As new chutes are installed at the site; as existing chutes are relocated at the site; and weekly thereafter (28) Verify required safety netting is installed and in good repair. Daily (29) Verify required guardrails and toeboards on exterior scaffolds are installed and in good repair. Daily (30) Verify that sufficient containers for the storage of waste/debris generated by the project are provided, and that such containers are: Daily (i) Covered at the end of the shift; (ii) Covered anytime when full to near the rim; and (iii) Wheels are secured at the end of the shift. (31) Verify that, at the end of the shift, all tools and loose materials have been secured, and that all waste/debris generated by the project, including but not limited to garbage/debris located on scaffolds, mast climbers, sidewalk sheds, roofs, and setbacks, has been placed into containers or removed from the site. Daily, at the end of the shift (32) Verify that combustible waste/debris generated by the project is not allowed to accumulate and is removed from the site. Throughout the day (33) Verify that tools and equipment not in use are kept away from edges or openings. Throughout the day (34) Verify that materials placed/stored on a sidewalk shed are placed/stored only in areas designated on the sidewalk shed plans, and such materials are secured against dislodgement, and there is no evidence of deflection or failure of the sidewalk shed in the vicinity of the storage. Daily (35) Verify that, at the end of the shift, suspended scaffolds have been lowered to the street, sidewalk shed deck, or building setback, or have been otherwise secured to the roof or the building in accordance with the scaffold plans. Daily, at the end of the shift (d) Site safety manager requirements for a facade project. (1) Site safety manager presence at a facade project which does not constitute facade recladding. For a project that is limited in scope to facade work, and which does not constitute facade recladding: (i) The primary site safety manager must, at a minimum, visit the site after required sidewalk sheds, fences, pedestrian protection, and roof and adjoining property protection have been installed, but prior to the commencement of the project. (ii) The primary or alternate site safety manager must be present while the following work is performed: (A) Supported scaffold installation or removal, but not including the relocation of existing deck planking or guardrails to a different level of the scaffold provided any such relocation is designated on the scaffold design documents; (B) Mast climber installation or removal; or (C) Other work as directed by the commissioner. (iii) The primary or alternate site safety manager must visit the site within 24-hours of the issuance of a hazardous violation by the department. (iv) The primary or alternate site safety manager must be present when the following rigging work is performed, and such rigging work is not performed by or under the direct and continuing supervision of a licensed rigger: (A) Suspended scaffold installation or removal; (B) Suspended scaffold use; or (C) Hoisting machine installation/assembly/erection, climbing/jumping, removal/disassembly, or a relocation requiring modifications to tie-backs, counterweights, or connections to the base building/structure. (2) Facade recladding. For a project that is limited in scope to facade work, and which constitutes facade recladding, the primary or alternate site safety manager is required to be present at the site during all times active work is occurring, through all phases of work, beginning with the commencement of the facade work and continuing until the building is enclosed and the sidewalk shed is removed, except that, the primary or alternate site safety manager is not required to be present at the site during the following activities, provided no other work is in progress: (i) Surveying that does not involve the disturbance of material, structure, or earth; (ii) Use of a hoist to transport personnel only; (iii) Use of a material hoist that is fully enclosed within the perimeter of the building; (iv) Finish trowelling of concrete floors; (v) When personnel are provided for temporary heat, light, or water; or (vi) Truck deliveries to the site where the sidewalk is closed and the entrance gate is within that closed sidewalk area. (3) Multiple facade jobs. A site safety manager may serve as the primary or alternate site safety manager at multiple projects whose scope is limited to facade work, and which does not constitute facade recladding, provided such site safety manager is not contemporaneously the primary or alternate site safety manager for any construction, alteration, or demolition project, or any facade recladding project, and further provided that the site safety manager is able to fulfill all duties imposed upon the site safety manager by law and these rules. (4) Site safety log. In addition to the requirements of subdivisions (f) and (g) of this section, the primary or alternate site safety manager working pursuant to this subdivision must: (i) Record their presence at the jobsite by signing the site safety log and noting their time of arrival and departure from the site, immediately after arriving at the site and immediately prior to leaving the site, respectively; and (ii) Record the results of inspections required by subdivision (c) of this section prior to leaving the site for the day. (e) Qualified person for facade project. (1) Qualified person to be present. For a project that is limited in scope to facade work, and which does not constitute facade recladding, a qualified person, who meets the requirements of paragraphs (2) and (3) of this subdivision, must be present at the site during all times active work is occurring, continuing through all phases of work, beginning with the installation of the sidewalk shed and continuing until the building is enclosed and the sidewalk shed is removed, except that such qualified person is not required to be present at the site during the following activities, provided no other work is in progress: (i) Surveying that does not involve the disturbance of material, structure, or earth; (ii) Use of a hoist to transport personnel only; (iii) Use of a material hoist that is fully enclosed within the perimeter of the building; (iv) Finish trowelling of concrete floors; (v) When personnel are provided for temporary heat, light, or water; or (vi) Truck deliveries to the site where the sidewalk is closed and the entrance gate is within that closed sidewalk area. (2) Written designation of the qualified person. The designation of one or more individuals to serve as a qualified person pursuant to this subdivision must be evidenced by a written letter, signed and dated by the permit holder. Such letter must, at a minimum, contain the name and contact information for each designated individual. Such letter must be kept on site and be available for inspection by the commissioner upon request. (3) Qualifications of qualified person. A qualified person designated in accordance with this subdivision must possess all of the following qualifications: (i) Completed the orientation and training required by Section 3310.10 of the Building Code; (ii) Beginning July 1, 2016, completed a department approved site safety manager training course that is least 40 hours in length, and every three years thereafter, complete a department approved site safety manager refresher course that is at least 7 hours in length; (iii) Beginning July 1, 2016, completed the training required by Section 3314.4.5.1 of the Building Code for supported scaffold installers; (iv) Beginning July 1, 2016, completed the training required by Section 3314.4.5.3 of the Building Code for suspended scaffold supervisors; (v) Beginning July 1, 2016, completed a course that is at least 30 hours in length and approved by the United States Department of Labor Occupational Safety and Health Administration (OSHA) in construction industry safety and health; and (vi) If the qualified person is not a licensed rigger or a rigging foreman, be approved by the primary site safety manager. (4) Proof of qualifications. Evidence, acceptable to the commissioner, of completion of the licensure, training, or other qualifications required by paragraph (3) of this subdivision must be made readily available to the commissioner upon request. (5) Site safety log. In addition to the requirements of subdivisions (f) and (g) of this section, the qualified person working pursuant to this subdivision must: (i) Record his or her presence at the jobsite by signing the site safety log and noting the time of arrival and departure from the site, immediately after arriving at the site and immediately prior to leaving the site, respectively; (ii) Record the results of inspections required by subdivision (c) of this section prior to leaving the site for the day; and (iii) Record any conditions reported to the site safety manager in accordance with paragraph (8) of this subdivision. (6) Reporting to the department. The qualified person working pursuant to this subdivision must immediately report to the department any: (i) Accidents or incidents that require notification to the department in accordance with Section 3301.8 of the Building Code; and (ii) Any items listed in Section 3310.8.2.1 of the Building Code. (7) Providing a copy of the log to the site safety manager. The qualified person working pursuant to this subdivision must, at the end of the day, provide a copy of the day's completed site safety log to the primary site safety manager, or to the alternate site safety manager where so directed by the primary site safety manager. (8) Reporting to the site safety manager. The qualified person must immediately report the following items to the primary or alternate site safety manager: (i) Any accidents or incidents that require notification to the department in accordance with Section 3301.8 of the Building Code; (ii) Any items that fail the inspections required by subdivision (c) of this section; (iii) Any items listed in Section 3310.8.2.1 of the Building Code; and (iv) Any violations issued by the department relating to the work performed. (f) Site safety log for jobs whose site safety plan was approved prior to December 31, 2014. For jobs whose site safety plan was approved by the department prior to December 31, 2014, a site safety log must be maintained at the site by the site safety manager or coordinator and made available for inspection upon the request of the commissioner. (1) The site safety manager or coordinator shall ensure that all daily entries in the site safety log are completed. These entries must be recorded by 7:00 a.m. on the day following the activities. (2) The site safety manager or coordinator, or an alternate, shall sign the log at the beginning of each day, and must be present at the job at all times during ongoing construction or demolition. If at any point during the day the site safety manager or coordinator, or alternate, shall be relieved of his or her responsibilities at the site, or leave the site for any reason, he or she shall indicate this in the log and an alternate shall sign in. (3) Log contents. At a minimum, the site safety log shall contain the following: (i) Date and location of inspections performed in accordance with subdivision (a) of this rule; (ii) Date and names of individuals met with to satisfy the requirements of § 3310.8.1 of the Building Code; (iii) Any unsafe acts and/or conditions, and dates and locations of said unsafe acts and/or conditions; (iv) Companies and representatives notified of unsafe acts and/or conditions; (v) Dates of notification of unsafe acts and/or conditions; (vi) Dates of correction of unsafe acts and/or conditions; (vii) Any accident involving the public or damage to public or private property; (viii) Any violations, stop work orders or summonses issued by the department, including date issued and date lifted or dismissed; (ix) Dates and location where horizontal and vertical netting have been installed, replaced and/or repaired; (x) Date horizontal safety netting is removed; and (xi) Date when building reaches a height of 75 feet (22.860 mm). (g) Site safety log for jobs whose site safety plan was approved on or after December 31, 2014. For jobs whose site safety plan was approved on or after December 31, 2014, the requirements of Section 3310.8.4 of the Building Code shall apply. (h) Permit log for jobs whose site safety plan was approved prior to December 31, 2014. For jobs whose site safety plan was approved by the department prior to December 31, 2014, any equipment brought onto the job that requires permits, as well as a description of the equipment, where it is to be located, permit number, issue and expiration date of the permit, and certificate of inspection, if required, must be entered on a separate permit log that must be maintained at the site by the site safety manager or coordinator and made available for inspection upon the request of the commissioner. (i) Permit log for jobs whose site safety plan was approved on or after December 31, 2014. For jobs whose site safety plan was approved on or after December 31, 2014, the requirements of Section 3310.8.5 of the Building Code shall apply. (j) Notification for jobs whose site safety plan was approved prior to December 31, 2014. For jobs whose site safety plan was approved by the department prior to December 31, 2014, the site safety manager or coordinator must immediately and directly notify the department in accordance with section 3310.8.2 of the Building Code, as such code existed on the date the site safety plan was approved, if he or she discovers in the routine performance of the job any of the conditions listed in such section 3310.8.2 or below: (1) Required standpipe is not in place at each story below the construction or demolition floor; (2) Required standpipe valve(s) are not in place at each story below the construction or demolition floor; (3) Required standpipe is not capped; (4) Required standpipe is not connected to a water source or siamese connection; (5) Required standpipe siamese hose connection(s) is obstructed; (6) Required standpipe siamese hose connections are not marked by a red light and a sign reading, "Standpipe Siamese Connection" (7) A breach exists in the required standpipe risers, cross connections, or siamese connections; (8) The standpipe alarm activates; or (9) When a building over 75 feet (22.86 m) is being constructed or demolished and at least one elevator or hoist in a state of readiness is not available for FDNY access. (k) Notification for jobs whose site safety plan was approved on or after December 31, 2014. For jobs whose site safety plan was approved on or after December 31, 2014, the requirements of Section 3310.8.2.1 of the Building Code shall apply. (l) Limitation on serving as a construction superintendent. No person designated as the primary site safety manager or site safety coordinator for a job, or acting as the alternate site safety manager or site safety coordinator for a job, may be designated, act, or serve as the primary or alternate construction superintendent for that job. No person designated as the primary site safety manager or coordinator for a job may serve as the primary construction superintendent for any other job. (Amended City Record 1/26/2023, eff. 2/25/2023)

1 RCNY § 3310-02 Concrete Safety Managers.

§ 3310-02 Concrete Safety Managers. (a) Definitions. For the purposes of this chapter, the following terms shall have the following meanings: (1) Concrete safety manager. The term "concrete safety manager" shall mean the individual registered in accordance with subdivision (c) of this section and responsible for those duties defined in subdivision (e) of this section. (2) Job. The term "job" shall mean a major building construction project that involves the placement of two thousand (2,000) cubic yards or more of concrete including the placement of the foundation. The term job shall not include exterior non-structural on-grade flatwork, such as sidewalks, driveways, mechanical pads and curb cuts, or any other work as determined by the Commissioner. (3) Concrete operations. The term "concrete operations" shall mean the placement of concrete and the construction and stripping of concrete forms and related concrete activities pertaining to the duties defined in paragraph (e) of this rule. For the purposes of this section, concrete operations shall not include layout, surveying, crane jumping, temporary heating, electrical, plumbing or mechanical work. (b) Permits. (1) Ninety (90) days after the effective date of this rule, no permit for a job shall be issued or renewed until the permittee or his or her representative has identified on the permit application form a concrete safety manager registered with the Department in accordance with the provisions of this section. Permits issued before the effective date of this rule shall not require a concrete safety manager. (2) Where a concrete safety manager is permanently relieved of his or her duties, the concrete operations for which the designated concrete safety manager is relieved shall cease immediately until notification of a new concrete safety manager is made to the department in a manner as determined by the commissioner. (c) Registration of concrete safety managers. (1) Designation at a job site. A concrete safety manager shall be designated by the concrete contractor at all job sites in accordance with section 3310.9 of the New York City Building Code ("Building Code"). In accordance with section 3310.9 and any applicable Department rules, the concrete safety manager and his or her alternate shall coordinate directly with the designated site safety manager or site safety coordinator on the job site. (2) Registration date. Ninety (90) days after the effective date of this rule, all individuals serving as concrete safety managers or alternate concrete safety managers for jobs shall be registered with the Department and subject to the provisions of Article 401 of Chapter 4 of Title 28 of the New York City Administrative Code. (3) Qualifications. The Department shall issue a concrete safety manager registration to an individual who shall, at the time of his or her application, meet the requirements of Article 401 of Chapter 4 of Title 28 of the New York City Administrative Code and submit proof that he or she has completed the thirty (30) hour training course required by section 3310.9, the OSHA thirty- (30) hour construction safety and health course, and: (i) is a registered design professional and has, within the ten (10) years prior to the date of the application, five (5) years of experience in concrete operations, at least one (1) of which was in concrete operations where the concrete portion of the project(s) involved the placement of a minimum of two thousand (2,000) cubic yards of concrete; or (ii) has, within the ten (10) years prior to the date of the application, five (5) years of experience in concrete operations, at least four (4) of which were in concrete operations where the concrete portion of the project(s) involved the placement of a minimum of two thousand (2,000) cubic yards of concrete; or (iii) has a bachelor's degree in engineering or an appropriate engineering technology degree from an accredited college or university and has, within the ten (10) years prior to the date of the application, five (5) years of experience in concrete operations, at least three (3) of which were in concrete operations where the concrete portion of the project(s) involved the placement of a minimum of two thousand (2,000) cubic yards of concrete; or (iv) is a certified site safety manager and has, within the ten (10) years prior to the date of the application, five (5) years of experience in concrete operations, at least two (2) of which were in concrete operations where the concrete portion of the project(s) involved the placement of a minimum of two thousand (2,000) cubic yards of concrete. (4) Term. Registrations shall be valid for three (3) years from the date of issuance. (5) Fees. Registration fees shall be as set forth in 1 RCNY § 101-03. (d) Renewals. An application for renewal of a concrete safety manager registration shall be submitted between thirty (30) and sixty (60) days prior to the expiration date of the registration. (1) The renewal fee as set forth in 1 RCNY § 101-03 shall be submitted with the application. Renewals not submitted in a timely manner shall be subject to a late renewal fee as set forth in 1 RCNY § 101-03. (2) Timely renewal applications shall be accompanied by proof that the applicant has, during the year prior to renewal, successfully satisfied the continued education requirements as set forth in 1 RCNY § 104-06. (3) Renewals not filed within one (1) year of registration expiration shall be treated as new applications. (4) Renewals are subject to the provisions of Article 401 of Chapter 4 of Title 28 of the New York City Administrative Code. (e) Duties. A concrete safety manager shall have responsibilities including, but not limited to: (1) being onsite and available during all concrete operations and until the removal of the reshores and horizontal safety netting is completed. A concrete safety manager need not be present for concrete operations involving exclusively sidewalks, driveways, mechanical pads or other miscellaneous areas. The concrete safety manager is not required to be onsite when no concrete operations are taking place. (2) being available to the Department at all other times until completion of the concrete operations by email, mobile phone or other means as determined by the Department. If the registered concrete safety manager is unavailable, an alternate concrete safety manager shall be available to the Department at all times until completion of the concrete operations, by email, mobile phone or other means as determined by the Department; (3) monitoring compliance with and notifying the contractor of any violation of: (i) Chapter 19 and Chapter 33 of the Building Code and OSHA standards relating to concrete operations; (ii) the use and installation of fall protection measures and personal protection equipment for all personnel engaged in concrete operations; and (iii) safe techniques and use of equipment for installation and removal of (A) concrete; (B) formwork; (C) shores; and (D) reinforcing steel. in order to protect against falls, falling concrete and objects, collapsing floors and similar dangers; (4) immediately notifying the site safety manager or the site safety coordinator on the job site and the Department of: (i) any fatality; (ii) any injury to a member of the public; (iii) any worker injury resulting in emergency medical response or hospitalization; (iv) any damage to public or private property occurring on or adjacent to the job site that arises from the concrete operations; (v) any form failure; or (vi) any material or debris falling from the concrete operations; (5) advising the Department of contact information and changes thereto; (6) cooperating with any investigation by the Department, or other city or law enforcement agency, into the activities at any job site under his or her supervision and providing prompt, accurate and complete responses to inquiries by the Department and other agencies about the conduct of such activities; (7) keeping a daily log of all concrete operations pertaining to the job site including, but not limited to, the following: (i) safety precautions put in place for concrete operation for each day; (ii) any unsafe work or practice, the corrective action taken and the date of correction; (iii) amount of concrete poured for each day; (iv) location of pouring, forming, stripping, and rebar tying for each day; (v) name of the qualified person designated by the contractor to inspect the formwork for each day; (vi) name of the foreman in charge of the formwork for each day; (vii) the presence of the design drawings for the formwork, including shoring foundations, required for the job under section 1906.3 of the Building Code; and (viii) visits of the site safety manager or site safety coordinator during concrete operations. (8) ensuring that the assigned concrete testing laboratory and special inspector(s) are present as required by Chapter 17 of the Building Code; and (9) performing inspections in accordance with the current Concrete Safety Manager General Inspections checklist prescribed by the Department. (f) Limitation of duties. (1) A concrete safety manager may supervise only one (1) job at a time. (2) A concrete safety manager may also hold a certification as a site safety manager or a site safety coordinator, and a registration as a construction superintendent. No person who is serving as a concrete safety manager for a job may serve as a site safety manager, site safety coordinator, or construction superintendent simultaneously on the same job. (g) Advising the Department of relief from duties. (1) All registered concrete safety managers shall immediately notify the Department in writing or other manner determined by the Commissioner upon being permanently relieved of or resigning from their duties in connection with any job on which they are designated. (2) All permittees shall immediately notify the Department in writing or other manner determined by the Commissioner when a concrete safety manager is permanently relieved of his or her duties. The permittee shall complete the appropriate job filings to identify the new concrete safety manager and comply with the provisions of paragraph (2) subdivision (b) of this section until such application is accepted by the Department. (h) Obligations of others. Nothing in this rule is intended to alter or diminish any obligation otherwise imposed by law on others, including but not limited to, the owner, construction manager, concrete contractor, general contractor, contractor, material man, architect, engineer, site safety manager, site safety coordinator, land surveyor, or other party involved in a construction project to engage in sound engineering, design and construction practices, and to act in a reasonable and responsible manner to maintain a safe construction site. (i) Notification of alternate. When a concrete safety manager will not be onsite as required by paragraph (1) of subdivision (e) of this section, the registered concrete safety manager or other responsible party shall notify the Department of such absence and replacement by an alternate. (Amended City Record 6/28/2018, eff. 7/28/2018; amended City Record 1/26/2023, eff. 2/25/2023)

1 RCNY § 3314-01 Mast-Climbing Work Platforms (Mast Climbers).

§ 3314-01 Mast-Climbing Work Platforms (Mast Climbers). (a) Scope. The design, construction, permitting, installation, removal, maintenance, adjustment, repair, use, operation, and inspection of a mast climber shall conform to the requirements of the mast climber manufacturer, ANSI/SIA A92.9-1993, Section 3314.19 of the New York City Building Code ("Building Code"), and this section. Exception. A mast climber shall be exempt from the requirements of this section where a professional engineer, on behalf of the equipment owner, certifies to the department, supported by plans and calculations, that the installation, removal, and use of the mast climber at the job site meets the following conditions: (1) The mast climber is installed, removed, and used within the confines of the job site; and (2) The job site is closed to the public by means of a controlled access zone and protected in accordance with section BC 3307 of the Building Code; and (3) The mast climber, in all conditions of loading, will not overload the street, ground, foundation, structure, roof, setback, or any subsurface vault, tunnel, or utility; and (4) The mast climber is set back from the edge of the job site at a distance that is equal to or more than 125% of the height of the final most vertical member of the mast climber to be installed, as measured from the ground, roof, setback, or structure upon which the mast climber sits; or the mast climber is utilized inside a building or interior court yard, and such area where the mast climber is utilized is closed to the public by means of a controlled access zone and separated from the public by an independent wall or similar solid full height enclosure. (b) Definitions. In addition to the definitions set forth in Chapter 33 of the Building Code, for the purposes of this section, the following terms shall have the following meanings: (1) Adjustment. The calibration or modification of equipment, including any part or component, that does not otherwise meet the definition of an installation, removal, repair, or maintenance. (2) Approved plans. For the purposes of this section, such term shall include the approved mast climber notice application. (3) Critical component. A mast section, platform section, the drive system, and the high/low limit stops. (4) Equipment owner. The entity that owns the mast climber. (5) Equipment user. The contractor or entity operating or utilizing the mast climber. (6) Installation (install). (i) The initial assembly, set up, or placement of a mast climber at a job site; or (ii) following the initial installation, the addition, relocation, or removal of any part or component, including counterweights, attachments, tie-backs, anchorage, or connection to the structure, which does not otherwise constitute a repair, or does not otherwise occur automatically as part of the normal operation of the mast climber; or (iii) any horizontal relocation of the mast climber at the job site. (7) Job site. A construction, alteration, or demolition site within New York City. (8) Maintenance. Regular or periodic upkeep as specified by the manufacturer to keep the mast climber, including all parts and components, in like new condition and safe working order, and that does not otherwise meet the definition of an installation, removal, or repair. (9) Manufacturer. The entity that owns the rights to the design and manufacturing of the mast climber and possesses the capacity to build and service the mast climber, provide replacements parts or components, and provide technical support for the mast climber. (10) Mast climber. A mast-climbing work platform as defined by Chapter 33 of the Building Code. (11) Removal (remove). The disassembly of the mast climber at the job site. (12) Repair. Work performed to restore a piece of equipment, part, or component to like new condition and safe working order following decay, wear, or damage. It shall also include the replacement of a part or component. (13) Valid certificate. A department-issued certificate of approval, operation, or on-site inspection that has not expired or been suspended or revoked. (c) Certificates required. No equipment owner, equipment user, or other entity shall use or permit the use of a mast climber that does not possess and/or is not in conformance with a valid certificate of approval, certificate of operation, and certificate of on-site inspection. Where a mast climber is found not to be in compliance with one or more certificates, the use of such mast climber shall cease. The mast climber shall not be used until it has been brought into conformance with the certificate(s) or a valid or amended certificate(s) has(have) been granted by the department. The three certificates shall be considered to meet the permitting requirements of section 3314.19 of the New York City Building Code. (d) Certificate of approval. (1) Application for a certificate of approval. To request a certificate of approval, a mast climber prototype application shall be filed with the department by the mast climber manufacturer. The application shall contain the following information: (i) Owner's manual and operator's manuals. The manufacturer's owner's manual and operator's manual shall show all configurations for which approval is sought, general equipment specifications, installation and removal procedures, break and over speed governor test procedures, daily, frequent, and annual inspection requirements, shutdown wind criteria, maintenance procedures, and repair criteria and standards. Such manuals shall be printed in English, provided in an electronic format, and shall be in conformance with the requirements of Section 4.18 of ANSI/SIA A92.9-1993. (ii) Capacity chart. The manufacturer's capacity rating chart(s) shall be printed in English, show each configuration for which approval is sought and contain chart numbers and page numbers for identification. (iii) Brochure. The advertising brochure, or drawing, shall show the general configurations and specifications for which approval is sought. (iv) Manufacturer's affidavit. An affidavit from the manufacturer of the mast climber that shall contain the following information: (A) Design certification. Certification from the manufacturer that the mast climber has been designed in accordance with and meets the requirements of ANSI/SIA A92.9-1993; (B) Free standing height. A listing of the maximum free standing height shall be provided for each configuration for which approval is sought; (C) Tie-in spacing. Maximum and minimum tie-in spacing shall be provided for each configuration for which approval is sought; (D) Wind speed. Maximum safe in-service and out-of-service wind speed information shall be provided for each configuration for which approval is sought; (E) Safety devices. A listing of safety devices included in the mast climber shall be provided; (F) Annual inspection checklist. An annual inspection checklist, based on the requirements of the manufacturer's owner's and operator's manuals; (G) Safety bulletins. Certification shall be provided by the manufacturer that all manufacturer safety bulletins and recall notices related to the mast climber shall be submitted to the department within five (5) business days of issuance; and (H) Service information. Points of contact for technical and service questions shall be provided, including name(s), phone number(s), fax number(s), address(es), and e-mail address(es). (v) Additional information. Any supporting data, drawings, or calculations to verify the above-required submissions shall be provided upon request. (2) Issuance of the certificate of approval. Upon approval of the mast climber prototype application, the department shall issue a certificate of approval for the mast climber to the manufacturer. The submitted manuals, including the configurations and capacity rating chart(s) shall be considered part of the certificate of approval. (3) Amendments. A request to amend a valid certificate of approval shall only be made by the mast climber manufacturer. Upon approval of the amendment(s), the department shall issue an amended certificate of approval. A certificate of approval is required to be amended when: (i) Capacity ratings are altered; (ii) Configurations are altered; (iii) Maximum free standing mast height is altered; (iv) Maximum or minimum tie-in spacing is altered; (v) Maximum safe in service or out of service wind speed is altered; or (vi) Any part, component, attachment, extension, or equipment is added that is not authorized by the manufacturer, or not accounted for in the design calculations of the manufacturer, or not provided for in the manufacturer's manual, or is not provided for in the certificate of approval. (4) Safety bulletins. Manufacturers of mast climbers with a valid certificate of approval shall provide to the department manufacturer safety bulletins and recall notices related to the mast climber within five (5) business days of issuance. Safety bulletins and recall notices shall not be considered an amendment to the certificate of approval and shall not impact the validity of the certificate of approval. The department may require mast climber manufacturers with a valid certificate of operation or certificate of on-site inspection, or applying for such certificates, to demonstrate compliance with the safety bulletin or recall notice. (5) Manuals. Manufacturers shall provide updated manufacturer's owner's and operator's manual(s) to the department within thirty (30) business days of issuance. Updated manuals shall replace the manuals on file with the department for the certificate of approval and shall be considered part of such certificate. No fee shall be charged to update such manuals. (6) Manufacturer support. When points of contact for technical and/or service questions, including name(s), phone number(s), fax number(s), address(es), and e-mail address(es) change, the manufacturer shall provide updated information to the department within five (5) business days of the change. If the manufacturer of the mast climber changes, the new manufacturer shall notify the department and provide updated information to the department within five (5) business days of the change. Updated manufacturer information shall replace the information on file with the department for the certificate of approval and shall be considered part of such certificate. No fee shall be charged to update such information. Where there is no manufacturer to support the mast climber, the certificate of approval shall remain valid. However, no certificate of operation for such mast climber shall be issued or renewed unless the requirements of subparagraph (iv) of paragraph (2) of subdivision (e) of this section are met. (7) Transferability. Where a mast climber, its configuration(s), and capacity rating chart(s) are identical to equipment already possessing a valid certificate of approval from the department and such mast climber will be configured and operated as provided in that certificate of approval, the certificate of approval issued for the initial mast climber shall be accepted for the duplicate mast climber. (8) 2012 Amendment. Certificates of approval issued prior to the effective date of this section shall be amended by July 1, 2012, in accordance with paragraph (3) of this subdivision (d) to supply any information currently not included in the certificate of approval as required by paragraph (1) of this subdivision (d). Valid certificates of approval that are not amended by July 1, 2012 shall be deemed to be revoked. (9) Suspension or revocation of a certificate of approval. The department may suspend or revoke a certificate of approval in accordance with § 28-105.10 of the New York City Administrative Code ("Administrative Code"). (e) Certificate of operation. (1) Conformity with the certificate of approval. No certificate of operation or extension, renewal, or amendment of a certificate of operation shall be granted by the department for a mast climber that does not possess a valid certificate of approval or is not in conformance with the valid certificate of approval. (2) Application for a certificate of operation. To request or renew a certificate of operation, the equipment owner shall sign and file with the department a mast climber device application. The application shall contain the following information: (i) Listing of critical components. The equipment owner shall list the critical components of the mast climber, provide information regarding the dimensions and/or capacity of the critical components, and provide a unique identification number, acceptable to the department, for each critical component. Exception. An identification number is not required for the high/low limit stops. (ii) Owner's certification. The equipment owner shall certify that: (A) The mast climber, including all parts and components, has passed an inspection performed by the equipment owner or an authorized person on behalf of the equipment owner who meets the definition of a qualified person. Such inspection shall consist of the inspection as required by section 6.5 of ANSI/SIA A92.9-1993, plus a full visual inspection of all parts and components of the mast climber. Such certification shall be accompanied by an inspection checklist signed and dated by the equipment owner, and shall also be accompanied by photographs in accordance with subdivision (g) of this section showing the mast climber controls, limit stops, platform(s), and typical mast section(s). (B) The mast climber, including all parts and components, shall be delivered to the job site in good condition and safe working order, with no known hazardous conditions or maintenance problems that could compromise the safe operation of the mast climber. (C) Inspection, adjustment, maintenance, repair, and installation work required to be performed by or on behalf of the owner shall be performed in accordance with subdivisions (h), (j), and (k) of this section. (iii) Disclosure of history. The equipment owner shall disclose if: (A) A repair has been made to any critical component by or with the knowledge of the equipment owner within the last five (5) years. If a repair occurred, the nature of the repair shall be disclosed and the equipment owner shall certify the repair was in accordance with the requirements of paragraph (4) of subdivision (j) of this section. (B) The mast climber, including any critical component, has, to the knowledge of the equipment owner, been involved in an accident within the last five (5) years. If an accident occurred, the equipment owner shall disclose the address and nature of the accident. (iv) Manufacturer support. Where there is no manufacturer to provide technical or service support for the mast climber, such circumstance shall be disclosed to the department by the equipment owner. Where there is no manufacturer to provide technical support, the equipment owner shall designate a professional engineer, acceptable to the department, to take responsibility for all technical support. Where there is no manufacturer to provide service support, the owner of the mast climber shall take responsibility for all service support. The owner and/or the engineer shall provide point of contact information for questions from the department for the specific mast climber including name(s), phone number(s), fax number(s), address(es), and e-mail address(es). This information shall be updated with the department as changes occur within five (5) business days of such change. (3) Issuance of the certificate of operation. Upon approval of the mast climber device application, the department shall issue a certificate of operation for the mast climber to the equipment owner. The mast climber shall not be installed until it possesses a valid certificate of operation. (4) Job specific validity. The certificate of operation for a mast climber shall be valid for only one job site and shall expire at the end of the job. The certificate must then be renewed prior to the start of a new job by filling an application in accordance with paragraph (2) of this subdivision (e). (5) Amendments. A request to amend a valid certificate of operation shall only be made by the equipment owner. Upon approval of the amendment, the department shall issue an amended certificate of operation to the equipment owner. A certificate of operation is required to be amended when: (i) A critical component listed in the original application is adjusted or repaired; (ii) A critical component not listed in the original application is added; (iii) The mast climber, or any part or component, is found not to have been repaired, adjusted, or maintained in accordance with paragraph (4) of subdivision (j) of this section; (iv) A mast climber with a valid certificate of operation is involved in an accident; or (v) A mast climber with a valid certificate of operation is sold to a new equipment owner; or (vi) The manufacturer no longer provides technical or service support for the mast climber. Amendments shall be granted by the department following provision of the information required in paragraph (2) of this subdivision (e), if requested, or performance and certification of repair(s), adjustment(s), or maintenance in accordance with paragraph (4) of subdivision (j) of this section, or passage of an inspection in accordance with subdivision (k) of this section. (6) Sale of equipment. (i) Valid certificate of operation. When a mast climber possessing a valid certificate of operation is sold to a new equipment owner, the department shall be notified, in writing, by such new equipment owner within fourteen (14) days following the date of sale. Such notification shall include a copy of the bill of sale. The mast climber shall not be operated until the new equipment owner has filed an application to amend the certificate of operation in accordance with paragraph (5) of this subdivision (e) containing all the information required by paragraph (2) of this subdivision (e) and the department has approved an amended certificate of operation for the mast climber. (ii) Expired certificate of operation. Where a mast climber with an expired certificate of operation is sold to a new equipment owner, the department shall be notified, in writing, by such new equipment owner when the new owner renews the certificate of operation. Such notification shall include a copy of the bill of sale. (7) Multiple mast climbers. Where multiple mast climbers are combined together, a separate certificate of operation shall be required for each drive system. (8) Suspension or revocation of a certificate of operation. The department may suspend or revoke a certificate of operation in accordance with § 28-105.10 of the Administrative Code. (f) Certificate of on-site inspection. (1) Conformity with the certificate of approval and certificate of operation. An application for a certificate of on-site inspection may be filed with the department for a mast climber that does not possess a valid certificate of approval or certificate of operation. However, no certificate of on-site inspection or amendment to such certificate shall be granted by the department for a mast climber that does not possess a valid certificate of approval and certificate of operation, or is not in conformance with the certificate of approval and certificate of operation. (2) Application for a certificate of on-site inspection. To apply for a certificate of on-site inspection, a professional engineer on behalf of the equipment owner shall file a mast climber notice application with the department. Accompanying plans and calculations shall include the proposed project address and be signed and sealed by the engineer. The application shall contain the following information: (i) Ground and subsurface conditions. (A) Certification from the engineer that he/she has inspected the ground conditions at the proposed location of the mast climber and accounted for them in his or her design; (B) Identification of all pertinent ground and subsurface conditions, including but not limited to: elevations and slopes, all sheeting, shoring, retaining walls or excavations, all vaults, foundations, utilities, or other subsurface structures that could be impacted by the presence of the mast climber, along with identification of assumed soil, street, or sidewalk bearing values; and (C) Certification from the engineer, supported by calculations, demonstrating that the mast climber, in all in-service and out-of-service conditions of loading, including those due to wind conditions, will not overload the street, soil, sidewalk, or any ground, utility, vault, or subsurface condition identified in subparagraph (B) above. (ii) Footing. Plans showing the footing and any ground anchorage, outriggers, or dunnage of the mast climber, including matting necessary to support and distribute the loads of the mast climber. The engineer shall certify, supported by calculations, the adequacy of the footing for all in-service and out-of-service conditions of loading, including those due to wind conditions. (iii) Foundations and structures. Where a foundation or structure is to support the mast climber, including but not limited to tie-in connections or setting the mast climber on a foundation, setback, or roof: (A) Plans showing the connection of the mast climber to the foundation or structure, including tie-ins, any foundation or structure to be constructed to support the mast climber and any modifications to be made to an existing foundation or structure to support the mast climber; (B) For tie-in connections, specification of the materials to support the loads of the tie-in connections, identification of assumed bearing values, and pull out calculations; (C) Where the building is under construction, a copy of the mast climber plans stamped "reviewed for loads imposed" by the registered design professional for the building, or a letter from the registered design professional for the building stating that he or she has reviewed the mast climber plan(s) for the loads it will impose on the building and attesting to the adequacy of the building to support such loads; (D) Where the mast climber is used on or connected to an existing structure, certification from the engineer that he or she has inspected the structure at the proposed location of the mast climber and accounted for it in his or her design; and (E) Certification from the engineer, supported by calculations, of the adequacy of the foundation or structure to support the mast climber and of the adequacy of all connections, including tie-ins, to support the mast climber in all in-service and out-of-service conditions of loading, including those due to wind conditions. (iv) Setup plan. The notice application shall include a site plan(s) and elevation plan(s) showing the following: (A) The proposed location of the mast climber; (B) The setup and configuration of the mast climber, including dimensions of mast sections and platforms and maximum weight-bearing capacity for each section; (C) All phases of the installation and removal of the mast climber; (D) Plans detailing the installation and removal of the mast climber, based on the requirements of the manufacturer; (E) Optimal platform location when the mast climber is out of service, for all phases; (F) Certification from the engineer, supported by calculations, that the mast climber, in all proposed configurations and phases, will be stable and able to support all conditions of loading, including those due to wind conditions; (G) The final proposed height of the mast climber; (H) Maximum and minimum tie-in spacing; (I) Requirements for all bolted connections of the tie-in connections, foundation, and anchorages, including bolt grade and torque values; (J) Netting, weather protection, or overhead protection to be installed on the mast climber; (K) Any material or article intended to overhang from the mast climber, including building materials, or equipment including but not limited to hoisting machines or winches; (L) The facade of the building or structure along which the mast climber will travel, including items such as balconies, and setbacks; temporary construction such as runback structures, sidewalk sheds, scaffolds, and hoists; and surrounding trees and above ground utilities including street lights, traffic lights, antennas, electrical lines with voltage values indicated, phone or other lines, bridges, viaducts, and overhead infrastructure; and (M) Certification from the engineer that the mast climber will clear all site obstructions. (v) Pull out test. Where the mast climber attaches to masonry or concrete, criteria developed by the engineer for the pull out test(s). (3) Approval. Upon approval of the mast climber notice application, a copy of such approval shall be given to the applicant. The mast climber shall not be installed until the department has given such approval. A copy of the approved notice application, along with copies of the approved plans shall be kept at the job site and shall be made available to the department upon request. (4) Issuance of the certificate of on-site inspection. (i) Inspections. Following the installation of the mast climber at the job site, it shall be inspected as follows: (A) Owner's inspection for the certificate of on-site inspection. The equipment owner, or an authorized representative of the equipment owner who meets the definition of a qualified person, shall inspect the mast climber, including all parts and components, in accordance with sections 6.4 of ANSI/SIA A92.9-1993, and shall also verify the critical components installed match those listed in the certificate of operation. (B) Engineer's inspection for the certificate of on-site inspection. The engineer who filed the mast climber notice application, or an authorized representative of the engineer who meets the definition of a qualified person, shall inspect the mast climber to verify the mast climber has been installed in accordance with the approved plans; verify the tie-in connections, anchorages, footing, ground conditions, and the foundation and any structural support(s) are in accordance with the approved plans; perform pull out test(s) where required by approved plans; and survey the mast climber to ensure plumbness in accordance with approved plans. (ii) Inspection reports for a certificate of on-site inspection. (A) Owner's inspection report for a certificate of on-site inspection. Upon passing such owner's inspection required by subparagraph (A) of subparagraph (i) of this paragraph (4), the owner, or the authorized representative of the owner who performed the inspection, shall complete, sign, and date an inspection report verifying passage of the owner's inspection and detailing the results of the owner's inspection. (B) Engineer's inspection report for a certificate of on-site inspection. Upon passing such engineer's inspection required by subparagraph (B) of subparagraph (i) of this paragraph (4), the engineer who filed the mast climber notice application, or the authorized representative of the engineer who performed the inspection, shall complete, sign, and date an inspection report verifying passage of the engineer's inspection and detailing the results of the engineer's inspection. Such report shall subsequently be sealed by the engineer who filed the mast climber notice application. In addition, the engineer's inspection report shall also contain the results of the survey for plumbness, a torque report for the tie-in, foundation, and/or anchorage bolts, the results of the pullout test, where required by approved plans, and photographs of the mast climber installed at the job site, along with photographs of the foundation, and typical tie-in connection(s), in accordance with subdivision (g) of this section. (C) Record of failing an initial inspection for a certificate of on-site inspection. If the mast climber failed the owner's inspection or the engineer's inspection before subsequently passing an additional inspection, this shall be detailed in the passing inspection report, along with a description of any adjustment, maintenance, or repairs made to the mast climber. (iii) Temporary certificate of on-site inspection. The mast climber may begin operation once the mast climber passes both the owner's inspection and the engineer's inspection, both inspection reports are completed, signed, and dated, and the engineer's inspection report is sealed. Such reports shall be deemed a temporary certificate of on-site inspection. Copies of both reports shall be kept at the job site, and made available to the department upon request. (iv) Submittal of reports to the department. Within two business days following the completion of the inspection reports, a completed, signed, and dated copy of the owner's inspection report shall be submitted to the department by the equipment owner, and a completed, signed, dated, and sealed copy of the engineer's inspection report shall be submitted to the department by the engineer who filed the mast climber notice application. If one or both reports are not submitted to the department within the required timeframe, the temporary certificate of on-site inspection shall be deemed expired and the mast climber shall not resume operation until the department issues a certificate of on-site inspection. (v) Certificate of on-site inspection. Upon the department's acceptance of both the owner's inspection report and the engineer's inspection report, the department shall issue a certificate of on-site inspection for the mast climber. A copy of the certificate of on-site inspection shall be maintained at the job site. (vi) Rejection of the inspection report. If one or both of the inspection reports are rejected by the department, the mast climber shall cease operation and shall not resume operation until a new owner's inspection report, engineer's inspection report, or both, are accepted by the department and a certificate of on-site inspection is issued by the department. (5) Amendments. An approved mast climber notice application and/or a valid certificate of on-site inspection shall only be amended by a professional engineer on behalf of the equipment owner, and shall be approved by the department. Amendments shall be approved in the order in which they were received. Amendments shall be required where the mast climber is proposed to be or has been installed, removed, located, or configured in a manner not provided for in or beyond the tolerances provided in the approved plans and cannot be brought into conformance with the approved plans. (6) Job specific validity. The certificate of on-site inspection shall be valid for only one (1) job site and shall expire at the end of the job. (7) Installation in phases. Where a mast climber is to be installed in phases, the continued validity of the certificate of on-site inspection shall be contingent upon the following. (i) Inspections. (A) Owners inspection for a phase. Following installation work subsequent to the initial installation, the equipment owner, or an authorized representative of the equipment owner who meets the definition of a qualified person, shall inspect the components added during the subsequent installation to verify their safety, correct installation, and to verify that any critical components added match those listed in the certificate of operation; run the mast climber to verify its safe operation; and inspect the safety devices and limit switches. (B) Engineer's inspection for a phase. Where the subsequent installation work included the attachment of a new tie-in connection, anchorage, or structural support, the engineer who submitted the mast climber notice application, or an authorized representative of the engineer who meets the definition of a qualified person, shall inspect the added tie-in connection(s), anchorage(s), or structural support(s) to verify they are in accordance with the approved plans; perform pull out test(s) where required by approved plans; and survey the mast climber to ensure plumbness in accordance with approved plans. (ii) Inspection reports for a phase. (A) Owner's inspection report for a phase. Upon passing such owner's inspection required by subparagraph (A) of subparagraph (i) of this paragraph (7), the owner, or the authorized representative of the equipment owner who performed the inspection, shall complete, sign, and date an inspection report verifying passage of the owner's inspection and detailing the results of the owner's inspection. (B) Engineer's inspection report for a phase. Upon passing such engineer's inspection where required by subparagraph (A) of subparagraph (i) of this paragraph (7), the engineer who filed the mast climber notice application, or the authorized representative of the engineer who performed the inspection, shall complete, sign, and date an inspection report verifying passage of the engineer's inspection and detailing the results of the engineer's inspection. Such report shall subsequently be sealed by the engineer who filed the mast climber notice application. In addition, the engineer's report shall also contain the results of the survey for plumbness, a torque report for the tie-in, foundation, and/or anchorage bolts, the results of the pullout test, where required by approved plans, and photographs of the mast climber installed at the job site, along with close up photographs of the foundation, and typical tie-in connection(s), in accordance with subdivision (g) of this section. (C) Record of failing the initial inspection for a phase. If the mast climber failed the owner's inspection or the engineer's inspection before subsequently passing an additional inspection, this shall be detailed in the relevant inspection report, along with a description of any adjustment, maintenance, or repairs made to the mast climber. (iii) Temporary extension of the certificate of on-site inspection. Following subsequent installation work, the mast climber shall not resume operation until the mast climber passes both the owner's inspection and the engineer's inspection, where required, and the inspection report(s) are completed, signed, and dated, and where required, sealed. The previously existing certificate of on-site inspection shall be deemed temporarily valid for the new configuration until an amended certificate of on-site inspection is issued, and the mast climber may resume operation. Copies of both reports shall be kept at the job site, and made available to the department upon request. (iv) Submittal of reports to the department. Within two business days following the completion of the inspection report(s), a completed, signed, and dated copy of the owner's inspection report shall be submitted to the department by the equipment owner, and, where required, a completed, signed, dated, and sealed copy of the engineer's inspection report shall be submitted to the department by the engineer who filed the mast climber notice application. If one or both reports, where required, are not submitted to the department within the required timeframe, the temporarily extended certificate of on-site inspection shall be deemed expired and the mast climber shall not resume operation until the department renews the certificate of on-site inspection. (v) Certificate of on-site inspection. Upon the department's acceptance of the owner's inspection report and the engineer's inspection report, where required, the department shall issue an amended certificate of on-site inspection for the mast climber in the new configuration. A copy of the amended certificate of on-site inspection shall be maintained at the job site. (vi) Rejection of the inspection report. If one or both of the inspection reports are rejected by the department, the mast climber shall cease operation and shall not resume operation until a new owner's inspection report, engineer's inspection report, or both, are accepted by the department and an amended certificate of on-site inspection for the new configuration is issued by the department. (8) Relocation. Where a mast climber is horizontally relocated during the course of the job, this shall not be considered a phase or amendment to a certificate of on-site inspection. Such relocation shall require a new mast climber notice application and a new certificate of on-site inspection. (9) Suspension or revocation of a certificate of on-site inspection. The department may suspend or revoke a certificate of on-site inspection in accordance with the provisions of § 28-105.10 of the Administrative Code. (g) Photographs. Where photographs are required to accompany an inspection report for a certificate of operation or on-site inspection, such photographs shall be taken at the time of the inspection and shall have sufficient resolution and lighting to clearly show the objects photographed. (h) Installation and removal. Mast climbers shall be installed and removed in accordance with the requirements of ANSI/SIA A92.9-1993, the requirements of the manufacturer of the mast climber, approved plans, and the following: (1) Owner's responsibility. The equipment owner, or an entity authorized by the equipment owner, shall be responsible for the installation and removal of a mast climber. All violations stemming from the actions taken, or not taken, by those installing or removing a mast climber shall be issued to the equipment owner, or the entity authorized by the equipment owner, not to an individual worker or supervisor. (2) Insurance. All individuals involved in the installation or removal of a mast climber shall be covered by workers' compensation and general liability insurance of the equipment owner, or the entity authorized by the equipment owner, and shall be insured by the equipment owner, or the entity authorized by the equipment owner, to the minimum requirements specified by law. (3) Supervisor. The installation and removal of a mast climber shall be supervised by a representative of the equipment owner, or the entity authorized by the equipment owner, who is both a competent person and a qualified person. Such individual shall be present at the job site during all installation and removal work and shall have the ability to directly communicate with all individuals involved in the installation or removal work. (4) Training. On and after July 1, 2012, individuals who install or remove a mast climber, including the person supervising such installation or removal, shall be trained in accordance with the requirements of paragraph (1) of subdivision (m) of this section. (5) Safety meeting. Within twenty four (24) hours prior to the commencement of installation or removal operations, a safety meeting with all individuals involved in such work shall be conducted. The following topics shall be discussed during the safety meeting: (i) Scope of work; (ii) Roles and responsibilities; (iii) The specific sequence of work; (iv) Inspection of all equipment, materials, and tools to be used during the installation or removal work; (v) Review of all mast climber equipment to be installed; (vi) Permit validity; (vii) Qualifications and training of personnel; (viii) Relevant weather warnings; and (ix) Compliance with ANSI/SIA A92.9-1993, requirements of manufacturer of the mast climber, and the approved plans. (6) Notification to department. The equipment owner shall notify the department of the upcoming installation or removal of the mast climber within one business day, but not more than two business days, prior to the commencement of the safety meeting required by paragraph (5) of this subdivision (h). (7) Removal of tie-ins. Tie-ins shall not be removed unless the removal is expressly authorized by the person supervising the work in accordance with paragraph (3) of this subdivision (h). (8) Inspection. Following installation work, the mast climber shall be inspected in accordance with subdivision (f) of this section. (i) Use and operation. Mast climbers shall be used and operated in accordance with the requirements of ANSI/SIA A92.9-1993, the requirements of the manufacturer of the mast climber, approved plans, and the following requirements of this subdivision. (1) Responsibility of owner. Following the installation of the mast climber, the equipment owner shall not be responsible for its use or operation, except where the equipment owner also meets the definition of the equipment user. The responsibility for the safe use and operation of the mast climber shall rest with the equipment user. (2) Equipment users. The equipment user shall only use the mast climber for work related to its trade. Where a separate trade or contractor uses the mast climber, such trade or contractor shall assume responsibility for the use and operation mast climber as the equipment user. A change in equipment user during the course of the day shall be considered a new shift for the purposes of paragraph (4) of subdivision (k) of this section. (3) Training. On and after July 1, 2012, individuals who use or operate a mast climber, including the person supervising such use and operation, shall be trained in accordance with the requirements of paragraph (2) of subdivision (m) of this section. (4) Safety talk. Prior to their first use of the mast climber at the job site, any individual who uses or operates the mast climber shall be given a safety talk by the equipment owner, an authorized agent of the owner, or the equipment user when so authorized by the equipment owner. The safety talk shall include, but not be limited to, the following topics: (i) Controls of the mast climber; (ii) Emergency descent procedures; and (iii) Site specific safety considerations. (5) Supervision of use and operation. The equipment user shall designate a competent person to supervise the use and operation of the mast climber. Such supervisor does not need to be on the mast climber, but shall remain on site at all times the mast climber is in use or operation and shall have the ability to directly communicate with the individuals on the mast climber. Such supervisor shall also: (i) Ensure all individuals using or operating the mast climber on and after July 1, 2012 have completed the training required by paragraph (2) of subdivision (m) of this section and have received the safety talk in accordance with paragraph (4) of this subdivision (i). (ii) Ensure the pre-shift inspection is performed in accordance with paragraph (4) of subdivision (k) of this section. (iii) Ensure the mast climber log is maintained in accordance with paragraph (1) of subdivision (n) of this section. The designation of a person to supervise the use and operation of a mast climber shall not relieve the liability of the equipment user for all aspects of mast climber use and operation, including but not limited to the actions of the person supervising the use and operation of the mast climber and those using or operating the mast climber. All violations stemming from actions taken or not taken by such personnel shall be issued to the equipment user, not the person supervising the use and operation of the mast climber or those using or operating the mast climber. (6) Safe travel speeds. Safe travel speeds established by the manufacturer of the mast climber shall be followed at all times by the equipment user. Safe travel speed information shall be prominently displayed on the mast climber. (7) Loads and capacities. The equipment user shall ensure no use or operation of a mast climber exceeds the rated load capacity of the mast climber or any part or component of the mast climber. Load capacities shall be prominently displayed on the mast climber. (8) Stable and secure. The equipment user shall ensure the mast climber, all parts and components of the mast climber, and all materials, tools, and other articles located on and/or used from the mast climber are kept secure and stable at all times to prevent the mast climber from losing balance, overturning, collapsing, or any part, component, material, tool, or other article from falling from the mast climber. (9) Overhang. The equipment user shall ensure no material or article overhangs from a mast climber unless provided for in plans submitted with the application for a certificate of on-site inspection and approved by the department. (10) Rigging. Where a hoisting machine or winch located on a mast climber is used to hoist or lower materials, the mast climber shall remain stationary throughout the hoisting or lowering operation, and the requirements of the Building Code for rigging, hoisting, or lowering operations shall apply. Such hoisting machine or winch shall be located and installed on the mast climber in accordance with the engineer's approved plans for the mast climber. (11) Wind. Where sustained winds or wind gusts at the jobsite exceed 30 miles per hour, the use and operation of the mast climber shall cease. If the manufacturer of the mast climber recommends work to cease at a lower wind speed, such recommendation shall instead apply. Wind shutdown criteria from the manufacturer shall be maintained on the mast climber. Wind speed shall be determined based on data from the nearest United States weather bureau reporting station, or an anemometer located at the job site, freely exposed to the wind, and calibrated in accordance with ASTM D 5096-02, 2007. (12) Wheels. Equipment users shall not use or operate a mast climber while the mast climber is resting on wheels. It is permissible to relocate a mast climber, while it is not being used or operated, on wheels. (13) Failsafe. No mast climber shall be used or operated that does not have a failsafe method of lowering the platform in the event of a power failure. (14) Signs. No sign, information, pictorial representation, business, or advertising message(s), other than the name of the manufacturer or equipment owner where normally provided on the mast climber, shall be posted or displayed on a mast climber. (15) End of shift. At the end of each shift, the mast climber shall be secured in accordance with the manufacturer's recommendations, and lowered in accordance with the engineer's approved plans. (j) Mast climber equipment requirements. Mast climbers shall meet the requirements of ANSI/SIA A92.9-1993 and the following. (1) Good condition. Equipment owners shall only provide to the job site mast climbers, including all parts and components, that are in good condition and safe working order with no known hazardous conditions or maintenance problems that will compromise the safe operation of the mast climber. (2) Locking. Mast climbers shall be provided with a positive means for preventing the unauthorized operation of such mast climber. (3) Parts and components. All parts and components of a mast climber, including netting, wind protection, or overhead projection, shall be: (i) Authorized by the manufacturer, or accounted for in the design calculations of the manufacturer, or provided for in the manufacturer's manual, or provided for in the certificate of approval; and (ii) Covered by the owner's certification for the certificate of operation; and (iii) Accounted for in the certificate of on-site inspection. (4) Repairs, adjustments, and maintenance. All repairs, adjustments, or maintenance made to a mast climber, including any part or component, shall be made by a qualified person(s) in accordance with the specifications of the equipment manufacturer and the requirements of ANSI/SIA A92.9-1993, and shall provide at least the manufacturer's original factor of safety and shall conform to the following. (i) Job site repairs. While at the job site, equipment users shall not perform repair(s). Equipment users shall immediately notify the equipment owner of any need for a repair. The mast climber shall not resume operation until a qualified person on behalf of the equipment owner has inspected the mast climber in accordance with the requirements of the manufacturer to verify the adequacy of the repair. A description of such repair, and the results of such inspection shall be recorded in the mast climber log in accordance with paragraph (1) of subdivision (n) of this section by the person who performed the inspection, with the log entry signed and dated by such person. (ii) Job site adjustments. While at the job site, equipment users shall not perform adjustments(s) unless so authorized, in writing, by the equipment owner. Where not so authorized by the equipment owner, the equipment user shall immediately notify the equipment owner of any need for an adjustment. The mast climber shall not resume operation until a qualified person on behalf of the equipment owner, or where the equipment user has been authorized to perform the adjustment, a qualified person on behalf of the equipment user, has inspected the mast climber in accordance with the requirements of the manufacturer to verify the adequacy of the adjustment, and the mast climber has passed such inspection. A description of such adjustment, and the results of such inspection shall be recorded in the mast climber log in accordance with paragraph (1) of subdivision (n) of this section by the person who performed the inspection, with the log entry signed and dated by such person. (iii) Job site maintenance. Mast climbers at the job site shall be maintained in accordance with the specifications of the manufacturer and Section 6.3 of ANSI/SIA A92.9-1993. Equipment users shall not perform maintenance work on mast climbers unless so authorized, in writing, by the equipment owner. Where not so authorized, the equipment user shall immediately notify the equipment owner of any need for maintenance. The equipment owner shall develop a maintenance checklist based on the specifications of the manufacturer and Section 6.3 of ANSI/SIA A92.9-1993. Such checklist shall be maintained at the job site, and shall be signed, dated, and completed by the person who performed the maintenance. (iv) Critical components. Where a critical component is repaired or adjusted, the certificate of operation for the mast climber shall be considered invalid. The mast climber shall not resume operation until the equipment owner discloses the work to the department and the certificate of operation is amended in accordance with paragraph (5) of subdivision (e) of this section. (k) Inspection of mast climbers. (1) Inspection for a certificate of operation. Mast climbers shall be inspected in accordance with the requirements of subdivision (e) of this section. (2) Inspection(s) for a certificate of on-site inspection. Mast climbers shall be inspected in accordance with the requirements of subdivision (f) of this section. (3) Inspection(s) following repairs or adjustments. Following a repair or adjustment, the mast climber shall be inspected in accordance with paragraph (4) of subdivision (j) of this section. (4) Pre-shift inspection. (i) Inspection checklist. The equipment owner shall provide the equipment user a pre-shift inspection checklist for the mast climber. Such checklist shall be based on the manufacturer requirements for the inspection of the mast climber, as well as Section 7.4.3 of ANSI/SIA A92.9-1993, and shall also include a verification that the mast climber is located in accordance with approved plans. Such checklist shall be maintained at the job site, available for inspection by the department upon request. (ii) Inspection performance. Inspections required by the checklist shall be performed by, and the checklist signed, dated, and completed by the person supervising the use and operation of the mast climber in accordance with paragraph (5) of subdivision (i) of this section prior to the start of each shift. A change in equipment user during the course of the day shall be deemed to be a new shift and shall require a new pre-shift inspection prior to the use of the mast climber. (iii) Failing inspection. If the mast climber fails the inspection, it shall cease operation and shall not resume until it has been adjusted, repaired, or maintained and passed a follow up inspection. Such failure shall be detailed in the mast climber log required by paragraph (1) of subdivision (n) of this section, along with a description of any adjustment, maintenance, or repair made to the mast climber. (5) Three-month and annual inspection. (i) Three-month inspection. Where a mast climber remains at a job site for three months or longer, it shall be inspected by a qualified person authorized by the equipment owner. Such inspection shall be in accordance with Section 6.4 of ANSI/SIA A92.9-1993, and shall also verify that the mast climber remains installed in accordance with approved plans. Such inspection shall be performed between two and a half to three months following the issuance of the initial certificate of on-site inspection by the department for the mast climber at the job site, and every two and a half to three months thereafter. (ii) Annual inspection. Where a mast climber remains at a job site for one year or longer, the mast climber shall be inspected by a qualified person authorized by the equipment owner. Such inspection shall be in accordance with Sections 6.4 and 6.5 of ANSI/SIA A92.9-1993, and shall also verify that the mast climber remains installed in accordance with approved plans. Such inspection shall be performed between eleven months to one year following the issuance of the initial certificate of on-site inspection by the department for the mast climber at the job site, and every eleven months to one year thereafter. (iii) Inspection report. Upon passing such three-month or annual inspection, a report detailing the inspection results shall be signed, dated, and completed by the person who performed the inspection, and shall be maintained at the job site, and made available to the department upon request. (iv) Failing inspection. If the mast climber fails a three-month or annual inspection, it shall cease operation and shall not resume until it has been adjusted, repaired, or maintained and passed a subsequent inspection. Such failure shall be detailed in the inspection report and the mast climber log required by paragraph (1) of subdivision (n) of this section, along with a description of any adjustment, maintenance, or repairs made to the mast climber. (l) Hazardous conditions. When a hazardous condition associated with a mast climber that could impact the public or adjoining property is identified, or where the mast climber fails an inspection required by subdivision (k) of this section, the use and operation of such mast climber shall cease. The mast climber shall not resume operation until the hazardous condition has been corrected and, where necessary, passed a subsequent inspection and/or has been repaired, adjusted, or maintained in accordance with paragraph (4) of subdivision (j) of this section. (m) Training. Training shall be required for all individuals who install, remove, use, or operate a mast climber. (1) Installation or removal. Beginning July 1, 2012, individuals who install or remove a mast climber, including the person supervising such individuals, shall have completed manufacturer provided training for the installation and removal of the specific make and model of the mast climber. (2) Operation or use. Beginning July 1, 2012, individuals who operate or use a mast climber, including the person supervising such individuals, shall have completed a department-approved training course that is at least four (4) hours long, and a department-approved four (4) hour refresher course every (4) years thereafter that covers areas including, but not limited to, mast climber use and operation, hazards associated with such work, pre-use inspections, start up and shut down procedures, emergency descent procedures, fall protection, mast climber stability and balance, and storage of materials on a mast climber. (3) Examinations. Successful completion of a four (4) hour mast climber training or refresher course required by paragraph (2) of this subdivision (m) shall be dependent upon passing a written examination conducted by the training provider. (4) Training providers. Mast climber training and refresher courses required by paragraph (2) of this subdivision (m) shall be approved by the department and conducted by a provider approved by the department. A provider shall either be: (i) A registered New York State Department of Labor apprenticeship training program; (ii) An educational institution or school chartered, licensed or registered by the New York State Department of Education; (iii) The mast climber manufacturer; (iv) The mast climber owner; or (v) An entity otherwise acceptable to the department. (5) Instructors. Instructors of training courses required by paragraphs (1) or (2) of this subdivision (m) shall meet the definition of a qualified person with regard to the course material being taught. (6) Records. The training provider of training courses required by paragraphs (1) or (2) of this subdivision (m) shall maintain records of all who attended the course(s) for a period of not less than seven (7) years. Such records shall be made available to the department upon request. (7) Identification cards. Upon successful completion of a mast climber training or refresher course required by paragraphs (1) or (2) of this subdivision (m), the individual shall be issued a wallet size identification card acceptable to the department. Such card shall be kept on the person during the course of work and shall be presented to the department upon request. Such card shall contain the following information: (i) The name of the individual to whom it was issued; (ii) A photograph of the individual to whom it was issued; (iii) The name and address of the issuing organization; (iv) The date of issuance; (v) An indication of the type of training completed (installer, user, operator); and (vi) The signature of the course administrator. (n) Documents. A copy of the operators manual, the manufacturer's capacity charts for the mast climber, approved plans, the valid certificate of operation, valid temporary or full certificate of on-site inspection, inspection reports and checklists, the maintenance checklist, and the log required by paragraph (1) of this subdivision (n) shall be kept at the job site, available for inspection by the department upon request. All such documents shall be in English. In addition to the above, where the equipment owner authorizes the equipment user to provide the safety talk in accordance with paragraph (4) of subdivision (i) of this section, or perform adjustments or maintenance to the mast climber in accordance with paragraph (4) of subdivision (j) of this section, a copy of such written authorization shall be kept at the jobsite, available to inspection by the department upon request. Such authorization shall be in English and signed and dated by the equipment owner. (1) Log. A log for each mast climber shall be maintained at the job site and shall be made available to the department upon request. All log entries shall be legible and written in English. The equipment user is responsible for ensuring the log is signed, dated, and completed. The log shall be kept up to date and contain the following information: (i) The name and contact information of the person supervising installation or removal of the mast climber per paragraph (3) of subdivision (h) of this section; (ii) A record of the meeting held prior to installation or removal work in accordance with paragraph (5) of subdivision (h) of this section, including the date and time of the meeting; the names, titles and company affiliations of all present at the meeting; a summary of what was discussed, including specific tasks and the name of the person to whom they were assigned; a list of the decisions made at the meeting; and a certification that all workers have completed the required training per paragraph (1) of subdivision (m) of this section; (iii) The logging in, prior to each shift, of the person supervising the use and operation of the mast climber in accordance with paragraph (5) of subdivision (i) of this section, including the date and time, the name and signature of the person, and the business name, address, and phone number of the equipment user. Where this information changes during the day, the new person supervising the use and operation of the mast climber shall sign in; (iv) The date, time, and names of the individuals who received a safety talk in accordance with paragraph (4) of subdivision (i) of this section, along with the name and signature of the person who conducted the safety talk; (v) A record of any accidents involving the mast climber at the job site; (vi) Record of repairs and adjustments made to the mast climber in accordance with paragraph (4) of subdivision (j) of this section; and (vii) A record of any hazardous conditions discovered with the mast climber at the job site. (2) The log shall be turned over by the equipment user to the equipment owner at the end of the job. (o) Accident and incident reporting. When a mast climber operating in New York City and requiring a certificate of operation is involved in an accident or incident, the department shall be immediately notified, and use and operation of the mast climber shall cease. Following an accident or incident, no person shall permit any of the following without the permission of the department or under the lawful order of the New York City Police or Fire Department: (1) Use or operation of such mast climber; (2) Removal of the mast climber or any part thereof from the area of the job site; or (3) Removal of any debris, objects or evidence involved in the accident or incident. (p) Open applications. Applications shall be deemed abandoned, and the fee forfeited, one (1) year after the date of their filing pursuant to the provisions of § 28-105.7 of the Administrative Code. (q) Waiver. Where the equipment owner or equipment user can demonstrate practical hardship in complying with a requirement of this section, but can provide alternative means of compliance that do not compromise the safety of the public or property, the department may grant a waiver from such requirement of this section, provided the alternative means are complied with.

1 RCNY § 3314-02 Suspended Scaffold Training Requirements.

§ 3314-02 Suspended Scaffold Training Requirements. On and after December 31, 2014, all individuals who install, adjust, repair, maintain, use, inspect, or remove a suspended scaffold, or who supervise such work must have completed the training specified in Section BC 3314.4.5 of the New York City Building Code.

1 RCNY § 3316-01 Rigging Operations and Rigging Equipment.

§ 3316-01 Rigging Operations and Rigging Equipment. (a) Applicability. This section applies to rigging operations performed in connection with the hoisting or lowering of articles on the outside of a building and all rigging equipment utilized in connection with such operations. (b) Definitions. For the purposes of this section, terms defined in Chapter 2 of the New York City Building Code and 1 RCNY § 3319-01 have the same meaning here. (c) Manufacturer specifications, design, and capacity restrictions. Rigging operations must be performed, and rigging equipment utilized, in accordance with specifications and rated capacities established by the manufacturer of the rigging equipment and the manufacturer of the object to be hoisted or lowered. In addition, where plans or design documents are provided, the rigging operations must be performed in accordance with such plans or design documents. Exceptions: Deviations from the manufacturer specifications and rated capacities are allowed provided they are in accordance with design drawings prepared by a registered design professional who has demonstrated knowledge and experience with rigging. Such design drawings must clearly indicate the deviations from the manufacturer specifications and rated capacities. (d) Precautions. The following precautions must be observed during rigging operations. (1) Tag lines. A tag or restraint line must be used where a load could be subject to rotation that would pose a hazard. (2) Releasing the load. The rigging supervisor required by Section 3316.9.1 of the New York City Building Code is required to ensure that no load is released from the hoisting line or otherwise deposited until either: (i) The load is securely attached in place to the building or structure; or (ii) The load has been placed on a surface or structure capable of supporting the load. (3) Shock loading. Precautions must be taken to avoid shock loading. (4) Makeshift links or fasteners. Makeshift links or fasteners formed from bolts or rods, or other such attachments are prohibited. (5) Job built equipment. Job built rigging equipment must be designed by a registered design professional who has demonstrated knowledge and experience with rigging. Signed and sealed drawings for the job built rigging equipment must be kept at the site at all times. (6) Trimming and balancing loads. Loads must be securely slung and balanced before they are set in motion. Loads must be trimmed to prevent the dislodgment of any part during raising, lowering, swinging, or transit. (7) Load suspended beneath another load ("Christmas treeing") prohibited. No load may be suspended directly beneath an existing load. (8) Attachment points. Only an attachment point, consisting of a hook or other secure connection not allowing any undesirable movement, and provided or authorized by the manufacturer of the hoisting machine or hoisting equipment, may be used to support a suspended load. No load shall be slung over, wrapped around, tied to, or otherwise draped from a boom, fork, cradle, lifting arm, bucket, platform, basket, or similar accouterment. (e) Slings. Slings must be utilized in accordance with the requirements of this subdivision and ASME B30.9. Where differences occur between the provisions of this section and referenced standards, the provisions of this section apply. (1) Repairs, alterations, and modifications. Slings may only be repaired, altered, or modified by the manufacturer of the sling, or an entity authorized by the manufacturer. Exception: Missing or illegible identification tags may be replaced by a qualified person in accordance with the requirements of the manufacturer of the sling. (2) Inspections. The frequent inspection required by ASME B30.9 must be performed prior to each shift by the individual responsible for supervising the rigging operation in accordance with Section 3316.9 of the New York City Building Code. Where synthetic slings are utilized, the softening mechanisms must also be inspected as part of the frequent inspection. The periodic inspection and other inspections required by ASME B30.9 must be performed by a competent person designated by the owner of the sling at the intervals prescribed by ASME B30.9. (i) Additional inspection for synthetic slings. Synthetic materials can be degraded by exposure to sunlight or ultraviolet light. Manufacturer recommendations for the inspection of synthetic slings to determine the damage from sunlight or ultraviolet light must be followed. (3) Records. Where ASME B30.9 requires a record or documentation of an inspection or test, such record or documentation must be signed and dated by the individual who performed the inspection or test, and must be maintained by the owner of the sling. (4) Identification. Tags or similar identification on the sling must be legible. (5) Discarded rope. Discarded rope cannot be used for slings. (6) Weakest component. Hooks, rings, oblong links, pear shaped links, welded or mechanical coupling links, or other attachments must have a rated capacity at least equal to that of the sling with which they are used. (7) Protection of synthetic slings from edges, corners, or protrusions. Synthetic slings cannot be used unless softening mechanisms have been applied to all edges, corners, or protrusions. (8) Use of synthetic slings in conjunction with climber or tower crane erection, jumping, climbing, and dismantling. Synthetic slings can only be used in conjunction with climber or tower crane erection, jumping, climbing, and dismantling if the manufacturer's manual specifically states or recommends the use of synthetic slings. (f) Below-the-hook lifting devices. Below-the-hook lifting devices must be utilized in accordance with the requirements of this subdivision and ASME B30.20. Where differences occur between the provisions of this section and referenced standards, the provisions of this section apply. (1) Repairs, alterations, and modifications. Below-the-hook lifting devices may only be repaired, altered, or modified by the manufacturer of the device, or an entity authorized by the manufacturer. Exception: Missing or illegible identification tags may be replaced by a qualified person in accordance with the requirements of the manufacturer of the below-the-hook lifting device. (2) Inspections. The frequent inspection required by ASME B30.20 must be performed prior to each shift by the individual responsible for supervising the rigging operation in accordance with Section 3316.9 of the New York City Building Code. The periodic inspection and other inspections required by ASME B30.20 must be performed by a competent person designated by the owner of the below-the-hook lifting device at the intervals prescribed by ASME B30.20. (3) Records. Where ASME B30.20 requires a record or documentation of an inspection or test, such record or documentation must be signed and dated by the individual who performed the inspection or test, and must be maintained by the owner of the below-the-hook lifting devices. (4) Identification. Tags or similar identification on the below-the-hook lifting device must be legible. (g) Rigging hardware. Rigging hardware described in ASME B30.26 must be utilized in accordance with the requirements of this subdivision and ASME B30.26. Where differences occur between the provisions of this section and referenced standards, the provisions of this section apply. (1) Repairs, alterations, and modifications. Rigging hardware may only be repaired, altered, or modified by the manufacturer of the rigging hardware, or an entity authorized by the manufacturer. Exceptions: 1. Missing or illegible identification tags may be replaced by a qualified person in accordance with the requirements of the manufacturer of the rigging hardware. 2. Safety latches may be replaced by a qualified person in accordance with the requirements of the manufacturer of the rigging hardware. (2) Inspections. The frequent inspection required by ASME B30.26 must be performed prior to each shift by the individual responsible for supervising the rigging operation in accordance with Section 3316.9 of the New York City Building Code. The periodic inspection and other inspections required by ASME B30.26 must be performed by a competent person designated by the owner of the rigging hardware at the intervals prescribed by ASME B30.26. (3) Records. Where ASME B30.26 requires a record or documentation of an inspection, calibration, or test, such record or documentation must be signed and dated by the individual who performed the inspection, calibration, or test, and must be maintained by the owner of the rigging hardware. (4) Identification. Tags or similar identification on the rigging hardware must be legible. (h) Hooks. Hooks must be utilized in accordance with the requirements of this subdivision and ASME B30.10. Where differences occur between the provisions of this section and referenced standards, the provisions of this section apply. (1) Repairs, alterations, and modifications. Hooks may only be repaired, altered, or modified by the manufacturer of the hook, or an entity authorized by the manufacturer. Repairs, alterations, or modifications by welding or reshaping are not acceptable unless prior written approval of the department is obtained. Exception: Safety latches may be replaced by a qualified person in accordance with the requirements of the manufacturer of the hook. (2) Inspections. The frequent inspection required by ASME B30.10 must be performed prior to each shift by the individual responsible for supervising the rigging operation in accordance with Section 3316.9 of the New York City Building Code. The periodic inspection and other inspections required by ASME B30.10 must be performed by a competent person designated by the owner of the hook at the intervals prescribed by ASME B30.10. (3) Records. Where ASME B30.10 requires a record or documentation of an inspection or test, such record or documentation must be signed and dated by the individual who performed the inspection or test, and must be maintained by the owner of the hook. (4) Identification. Tags or similar identification on the hook must be legible. (5) Latches and self-locking mechanisms. Hooks without a latch or self-locking mechanism are prohibited. (i) Documents made available upon request. Where this section or a referenced standard requires inspection records, design drawings, or other documentation to be maintained, such record, design drawing, or documentation must be made available to the commissioner upon request. (j) Referenced standards. The standards referenced in this section are considered part of the requirements of this section to the prescribed extent of each such reference. Where differences occur between provisions of this section and referenced standards, the provisions of this section apply. Standard Name Year American Society of Mechanical Engineers (ASME) ASME B30.9 Slings [ 2021 ASME B30.10 Hooks [ 2019 ASME B30.20 Below-the-hook lifting devices [ 2021 ASME B30.26 Rigging hardware 2015 (Added City Record 10/10/2018, eff. 11/9/2018; amended City Record 6/23/2020, eff. 7/23/2020; amended City Record 12/7/2023, eff. 1/6/2024) [

1 RCNY § 3319-01 Cranes and Derricks.

§ 3319-01 Cranes and Derricks. (a) Applicability. The design, construction, permitting, installation, removal, adjustment, repair, inspection, maintenance, operation and use of cranes and derricks must conform to the requirements of Section 3319 of the New York City Building Code and this section. This includes, but is not limited to, cranes and derricks used for hoisting and/or rigging purposes; or used for construction, alteration, demolition, excavation and maintenance purposes, including for buildings, highways or sewers; or used for the installation of piles; or used for the hoisting or lowering of any article on the outside of any building or structure. This also includes any equipment that meets the definition of a crane or derrick, including, but not limited to. dedicated pile drivers and manufactured or custom designed hoisting machines. Exception: Cranes and derricks listed in the exceptions set forth in Sections 3316.1 or 3319.1 of the New York City Building Code. (b) Definitions. For the purposes of this section, the following terms have the following meanings: ACCEPTANCE OR ACCEPTED (Construction documents). See § 28-101.5 of the Administrative Code. ACCESSORY. A secondary part or assembly of parts which contributes to the overall function and usefulness of a machine. ANGLE INDICATOR (boom). An accessory which measures the angle of the boom to the horizontal. APPOINTED. Assigned specific responsibilities by the employer or by the employer's representative. APPROVAL OR APPROVED (Construction documents). See § 28-101.5 of the Administrative Code. ARCHITECT. A person licensed and registered to practice the profession of architecture under the education law of the state of New York. ASSEMBLY/DISASSEMBLY (ASSEMBLED OR DISASSEMBLED). The installation or removal of structural components or attachments to a crane or derrick, or the installation or removal of elements that connect or attach a crane or derrick to a building or structure. The term assembly/disassembly includes the erection, climbing, jumping, or dismantling of a tower crane. The term assembly/disassembly does not include operations exclusive to the installation or removal counterweights, or to the unfolding and pinning of a boom or swing-away jib. The term assembly/disassembly also does not include the setup or breakdown of a self-erecting tower crane provided the setup of the self-erecting tower crane does not require a boom, mast, or jib section, or other attachment, to be installed at the site. ATTACHMENTS. Elements that can be readily added to or removed from a crane or derrick and which expand the range or function of the crane or derrick. Examples include, but are not limited to: an auger, boom extension, clamshell, drill, jib, jib extension, or pile-driver. AXIS OF ROTATION. See Chapter 2 of the New York City Building Code. AXLE. See Chapter 2 of the New York City Building Code. AXLE (bogie). Two or more automotive type axles mounted in tandem in a frame so as to divide the load between the axles and permit vertical oscillation of the wheels. BASE (mounting). See Chapter 2 of the New York City Building Code. BOOM. See Chapter 2 of the New York City Building Code. BOOM ANGLE. The angle between the longitudinal centerline of the boom and the horizontal. The boom longitudinal centerline is a straight line between the boom foot pin (heel pin) centerline, and boom point sheave pin centerline. BOOM HARNESS. The block and sheave arrangement on the boom point to which the topping lift cable is reeved for lowering and raising the boom. BOOM HOIST. A hoist drum and rope reeving system used to raise and lower the boom. BOOM POINT. See Chapter 2 of the New York City Building Code. BOOM STOP. A device used to limit the angle of the boom at the highest position. BRAKE. See Chapter 2 of the New York City Building Code. CAB. A housing which covers the rotating superstructure machinery and/or operators station. CABLEWAY. See Chapter 2 of the New York City Building Code. CERTIFICATE OF APPROVAL. See Chapter 2 of the New York City Building Code. CERTIFICATE OF OPERATION. See Chapter 2 of the New York City Building Code. CERTIFICATE OF ON-SITE INSPECTION. See Chapter 2 of the New York City Building Code. CLAMSHELL. See Chapter 2 of the New York City Building Code. CLUTCH. A friction, electromagnetic, hydraulic, pneumatic or positive mechanical device for engagement of power. COMPETENT PERSON. See Chapter 2 of the New York City Building Code. COMPONENT. A structural part or mechanical system that is integral to the crane or derrick, or an element that supports an integral structural part or mechanical system. Examples include, but are not limited to: a-frame, attachments, boom, boom tip, braking system, climbing frame or section, climbing mechanism, collar, counter jibs, counterweight, counterweight support system, engine, heel boom, hoist drum, hoist motor, machine deck or platform, mast, operator's cabin, pendant bars (excluding wire rope pendants), suspension system, tower base/base frame, tower top, and turntable. For a derrick, a component also includes base plates, junctions, poles and other uprights, seats, and stiff legs. COUNTERWEIGHT. See Chapter 2 of the New York City Building Code. CRANE. See Chapter 2 of the New York City Building Code. ARTICULATING BOOM CRANE. See Chapter 2 of the New York City Building Code. MOBILE CRANE. See Chapter 2 of the New York City Building Code. COMMERCIAL TRUCK MOUNTED CRANE (BOOM TRUCK). See Chapter 2 of the New York City Building Code. CRAWLER CRANE. See Chapter 2 of the New York City Building Code. WHEEL MOUNTED CRANE (MULTIPLE CONTROL STATIONS). See Chapter 2 of the New York City Building Code. WHEEL MOUNTED CRANE (SINGLE CONTROL STATION). See Chapter 2 of the New York City Building Code. SERVICE CRANE. A mobile crane utilized exclusively to perform one or more of the following auxiliary tasks at a site: (1) repairing or maintaining construction machinery, (2) delivering material within the confines of the site, (3) moving material within the site to a central location so that it may be lifted to the required areas of construction, or (4) moving within the site matting, dunnage, or equivalent from one location to another. A service crane does not include a crane used to make a delivery to the site by hoisting it into the site from a point external to the site, or a crane used to hoist or lower articles to or from a building or structure during the course of construction or demolition. TOWER CRANE. See Chapter 2 of the New York City Building Code. CLIMBER CRANE. See Chapter 2 of the New York City Building Code. SELF-ERECTING TOWER CRANE. See Chapter 2 of the New York City Building Code. CRANE OR DERRICK NOTICE ENGINEER. The engineer, licensed and registered to practice the profession of engineering under the education law of the state of New York, who filed the crane or derrick notice application. CRITICAL PICK. See Chapter 2 of the New York City Building Code. DEDICATED PILE DRIVER. See Chapter 2 of the New York City Building Code. DELIVERY. The dropping off or retrieval of materials or equipment to or from a site. Delivery does not include the performance of any construction or demolition work, including but not limited to holding steel, HVAC equipment, hoist towers, scaffolding, sidewalk shed components, or any other loads in place while they are bolted or otherwise affixed, or to the securing or lowering materials during the course of demolition work. DERRICK. See Chapter 2 of the New York City Building Code. A-FRAME DERRICK. A derrick in which the boom is hinged from a cross member between the bottom ends of two upright members spread apart at the lower ends and joined at the top; the boom point secured to this junction of the side members, and the side members are braced or guyed from the junction point. BASKET DERRICK. A derrick without a boom, similar to a gin pole with its base supported by ropes attached to corner posts or other parts of the structure. The base is at a lower elevation than its supports. The location of the base of a basket derrick can be changed by varying the length of the rope supports. The top of the pole is secured with multiple reeved guys to position the top of the pole to the desired location by varying the length of the upper guy lines. The load is raised and lowered by ropes through a sheave or block secured to the top of the pole. BREAST DERRICK. A derrick without a boom. The mast consists of two side members spread farther apart at the base than at the top and tied together at top and bottom by rigid members. The mast is prevented from tipping forward by guys connected to its top. The load is raised and lowered by ropes through a sheave or block secured to the top crosspiece. CHICAGO BOOM DERRICK. A derrick with a boom which is attached to a structure, an outside upright member of the structure serving as the mast, and the boom being stepped in a fixed socket clamped to the upright. The derrick is complete with toad, boom and boom point swing line falls. GIN POLE DERRICK. A derrick that consists of a boom without a mast and which has guys arranged from its top to permit leaning the mast in one or more directions. The load is lifted and lowered by ropes reeved through sheaves or blocks at the top of the mast and the lower block. GUY DERRICK. A fixed derrick consisting of a mast capable of being rotated, supported in a vertical position by guys, and a boom whose bottom end is hinged or pivoted to move in a vertical plane with a reeved rope between the head of the mast and the boom point for raising and lowering the boom, and a reeved rope from the boom point for raising and lowering the load. SHEARLEG DERRICK. A derrick without a boom. The mast, wide at the bottom and narrow at the top, is hinged at the bottom and has its top secured by a multiple reeved guy to permit handling loads at various radii by means of load tackle suspended from the mast top. STIFFLEG DERRICK. A derrick similar to a guy derrick except that the mast is supported or held in place by two or more stiff members, called stifflegs, which are capable of resisting either tensile or compressive forces. Sills are generally provided to connect the lower ends of the stifflegs to the foot of the mast. DIRECT AND CONTINUING SUPERVISION. See § 28-401.3 of the Administrative Code. DISMANTLING. See Chapter 2 of the New York City Building Code. DRUM. See Chapter 2 of the New York City Building Code. DYNAMIC (loading). Loads introduced into the machine or its components by forces in motion. ENGINEER. A person licensed and registered to practice the profession of engineering under the education law of the state of New York; except that the certifications for matters relating to the manufacturer's design and applications for prototyping a crane or derrick may be made by an engineer who is (1) employed full time by the crane or derrick manufacturer and (2) who is licensed to practice the profession of engineering under the law of any state or foreign jurisdiction, or who submits proof, acceptable to the commissioner, of his or her professional qualifications. ERECTION. See Chapter 2 of the New York City Building Code. EXTENSION. See "Attachment." GANTRY (A-Frame). A structural frame, extending above the superstructure of a crane, to which the boom support ropes are reeved. GUDGEON PIN. A pin connecting the mast cap to the mast, allowing rotation of the mast. GUY. A rope used to steady or secure the mast or other members in the desired position. HOISTING EQUIPMENT. See Chapter 2 of the New York City Building Code. HOISTING MACHINE. See Chapter 2 of the New York City Building Code. HOISTING MECHANISM. See Chapter 2 of the New York City Building Code. INDEPENDENT (peer reviewer). A person who does not engage in any activities that may conflict with their objective judgement or integrity, including but not limited to having a financial and/or other interest in the design, construction, installation, manufacturer, or maintenance of the crane or derrick they are reviewing. JIB. See Chapter 2 of the New York City Building Code. JUMP (jumping or climbing). See Chapter 2 of the New York City Building Code. LAY. That distance measured along a wire rope in which one strand makes one complete helical convolution about the core or center. LOAD (working). See Chapter 2 of the New York City Building Code. LOAD BLOCK (upper). See Chapter 2 of the New York City Building Code. LOAD BLOCK (lower). See Chapter 2 of the New York City Building Code. LOAD HOIST. A hoist drum and rope reeving system used for hoisting and lowering loads. LOAD INDICATOR. A device that measures the weight of the load. LOAD MOMENT INDICATOR. A system that aids the operator by sensing (directly or indirectly) the overturning moment of the crane or derrick. It compares this lifting condition to the equipment's rated capacity, and indicates to the operator the percentage of capacity at which the equipment is working. LOAD MOMENT LIMITER. A system which aids the operator by sensing (directly or indirectly) the overturning moment of the crane or derrick. It compares this lifting condition to the equipment's rated capacity, and when the rated capacity is reached, it shuts off power to those equipment functions which can increase the severity of loading on the equipment. LOAD RATINGS. See Chapter 2 of the New York City Building Code. LOAD RATING CHART. See Chapter 2 of the New York City Building Code. MAJOR BUILDING. See Chapter 2 of the New York City Building Code. MANUFACTURER. A person, firm, or corporation that (i) builds or assembles, or has built or assembled, a crane or derrick, (ii) may lawfully sell and/or distribute such crane or derrick under its own name or trademark, and (iii) provides, either by itself or through authorized representatives, replacement parts, service support, technical support, safety bulletins, and recall notices for such crane or derrick. MAST (derrick). The upright member of a derrick. MAST (boom). A frame hinged at or near the boom hinge for use in connection with supporting a boom. The head of the mast is usually supported and raised or lowered by the boom hoist ropes. MAST (jib). A frame hinged at or near the boom point for use in connection with supporting a jib. MAST (tower). See "Tower." OPERATION (OPERATED). Any work or activity performed by a crane or derrick, including but not limited to the lifting, lowering, or swinging of loads. OUTRIGGERS (crane). See Chapter 2 of the New York City Building Code. PILE DRIVER. See Chapter 2 of the New York City Building Code. QUALIFIED (peer reviewer). A New York State professional engineer who has the education, training, and experience required for the design of structures of a similar complexity and size as the crane or derrick notice application to be peer reviewed and to perform a complete review of the means, methods, and design proposed by the crane or derrick notice engineer. QUALIFIED PERSON. See Chapter 2 of the New York City Building Code. REEVING. A rope system in which the rope travels around drums and sheaves. REGISTERED DESIGN PROFESSIONAL. An architect or engineer. RIGGING FOREMAN. See 1 RCNY § 104-20. ROPE. See Chapter 2 of the New York City Building Code. ROTATING TELEHANDLER. See Chapter 2 of the New York City Building Code. SIDE LOADING. A load applied at an angle to the vertical plane of the boom. SILL. A member connecting the foot block and stiffleg or a member connecting the lower ends of a double member mast. STANDING (GUY) ROPE. A supporting rope which maintains a constant distance between the points of attachment to the two components connected by the rope. SUPERSTRUCTURE. See Chapter 2 of the New York City Building Code. SWING. See Chapter 2 of the New York City Building Code. SWING MECHANISM. The machinery involved in providing rotation of the superstructure. TACKLE. An assembly of ropes and sheaves arranged for hoisting and pulling. TELEHANDLER. See Chapter 2 of the New York City Building Code. TELESCOPIC BOOM. A boom constructed of sections of diminishing cross sections in which the sections fit within each other. The boom may be extended in a manner similar to a telescope. TRANSIT. See Chapter 2 of the New York City Building Code. TRAVEL. See Chapter 2 of the New York City Building Code. TRAVEL MECHANISM. The machinery involved in providing travel power. TWO-BLOCKING. A condition in which the lower load block or hook assembly comes into contact with the upper load block or boom point sheave assembly. WHEEL BASE. Distance between centers of front and rear axles. For a multiple axle assembly the axle center wheel base measurement is taken as the midpoint of the assembly. WHIPLINE. A separate hoist rope system of lighter load capacity and higher speed than provided by the main hoist. WINCH HEAD. A power driven spool for handling of loads by means of friction between fiber or wire rope and spool. (c) Permit and notification requirements for cranes and derricks. (1) Certificates of approval, operation, and on-site inspection. Cranes and derricks must possess a certificate of approval, certificate of operation, and certificate of on-site inspection when required by Section 3319 of the Building Code. Exceptions: 1. A certificate of on-site inspection is not required for: 1.1 A pile driver that: 1.1.1 Is set up and operated entirely within a site that is closed to the public; and 1.1.2 Does not impart a load on the ground in excess of 500 psf (23.94 kPa), including the load of the platform, matting, or dunnage utilized to support the equipment. 1.2 A clamshell that: 1.2.1 Is set up and operated entirely within a site that is closed to the public; 1.2.2 Is set up and operated at locations within the site that are set back from the edge of the excavation by a distance that is equal to or greater than the depth of the excavation; and 1.2.3 Does not impart a load on the ground in excess of 500 psf (23.94 kPa), including the load of the platform, matting, or dunnage utilized to support the equipment. 1.3 A mobile crane that has a boom length of 135 feet (41.15 m) or less, and is utilized at the site exclusively to: 1.3.1 Install, adjust, maintain, repair, or remove a sidewalk shed; or 1.3.2 Install or dismantle the initial level of a single or dual cab hoist, provided: 1.3.2.1 Such installation or dismantling is limited to the hoist cars, counterweights, and initial mast sections needed for the car; 1.3.2.2 Car or motor components to be hoisted are equipped with lifting lugs; and 1.3.2.3 No object is hoisted more than 20 feet (6.1 m) above the bed of the delivery truck during such installation or dismantling operation. 2. A certificate of on-site inspection is not required for a mobile crane that is utilized under the direct and continuing supervision of a licensed master rigger, provided: 2.1 Onsite supervision is provided by the licensee or a master rigging foreman, except that for a critical pick the licensee must provide the onsite supervision; 2.2 A drawing indicating pertinent site features, obstacles, and restrictions, the location and configuration of the crane at the site, required matting or dunnage, and pedestrian and traffic control to be provided as per the requirements of the Department of Transportation, is prepared by or on behalf of the licensed master rigger and kept at the site, available to the commissioner upon request; 2.3 The licensed master rigger is responsible for ensuring compliance with the drawing; and 2.4 Such mobile crane: 2.4.1 Does not exceed 250 feet (76.2 m) in boom length, including jibs and any other attachments; 2.4.2 Is utilized for work that is not related to the construction of a new building, the full demolition of an existing building, or the vertical or horizontal enlargement of an existing building, including but not limited to the installation or removal of boilers or tanks at a new building, full demolition, or vertical or horizontal enlargement site; 2.4.3 In all conditions of loading, is provided with adequate footing so as to not exceed the bearing capacity of the ground or subsurface elements; 2.4.4 Does not impose a bearing pressure, including dunnage, exceeding 3,500 psf (167.85 kPa); 2.4.5 Is not set up on a vault or similar subsurface structure; 2.4.6 Is not set up on a steel platform, excluding mats or dunnage at the street or ground level; and 2.4.7 Is not set up and operated in a location that requires approval of the New York City Transit Authority. 3. Provided an engineer, licensed and registered to practice the profession of engineering under the education law of the state of New York, files an on-site waiver with the department on behalf of the equipment user, supported by plans and calculations upon request, certifying compliance with the items specified below, a certificate of on-site inspection is not required for: 3.1 A mobile crane that: 3.1.1 Is located at the site for no more than 48 hours; 3.1.2 Does not exceed 160 feet (48.76 m) in boom length, including jibs and any other attachments; 3.1.3 Is set up and operated entirely within a safety zone where the distance from the crane to the boundary of the safety zone is equal to or greater than the length of the boom, jib, and any other attachments, and all areas and structures within the safety zone are closed to the public; and 3.1.4 In all conditions of loading, is provided with adequate footing so as to not exceed the bearing capacity of the ground or subsurface elements. 3.2 A service crane that: 3.2.1 Is set up and operated entirely within a site that is closed to the public; 3.2.2 Does not exceed 110 feet (33.53 m) in boom length, including jibs and any other attachments; and 3.2.3 In all conditions of loading, is provided with adequate footing so as to not exceed the bearing capacity of the ground or subsurface elements. 3.3 A pile driver or clamshell that: 3.3.1 Is set up and operated entirely within a site that is closed to the public; 3.3.2 Imparts a load on the ground in excess of 500 psf (23.94 kPa) but not exceeding 2,500 psf (119.7 kPa), including the load of the platform, matting, or dunnage utilized to support the equipment; 3.3.3 In all conditions of loading, is provided with adequate footing so as to not exceed the bearing capacity of the ground or subsurface elements; and 3.3.4 Is set up on ground that is able to support the load, as demonstrated to the satisfaction of the department on the basis of borings filed by the engineer. 4. A certificate of on-site inspection is only required for a rotating telehandler, or an articulating boom crane attached to a commercial truck chassis, when specified by paragraph (14) of subdivision (g) of this section. 5. Prior to January 1, 2028, a certificate of operation is not required for a rotating telehandler, nor for an articulating boom crane attached to a commercial truck chassis. 6. Prior to January 1, 2028, a certificate of approval is not required for a rotating telehandler, nor for an articulating boom crane attached to a commercial truck chassis. 7. On and after January 1, 2028, a certificate of approval is not required for a rotating telehandler, nor for an articulating boom crane attached to a commercial truck chassis, that does not require a certificate of on-site inspection. (2) Temporary construction equipment permit. A temporary construction equipment permit is required for: (i) A mobile crane that meets exception numbers 3 or 4 of Section 3319.3 of the New York City Building code, but does not meet any other exception of Section 3319.3 of the New York City Building code, and is used in conjunction with the construction, alteration, or demolition of a building. (ii) Cranes and derricks with a manufacturer's rated capacity of 1 ton (907 kg) or less and used in conjunction with the installation, alteration, maintenance, repair, or removal of a building, building systems, or equipment located on a building. (iii) Rotating telehandlers, or articulating boom cranes attached to a commercial truck chassis, when specified by paragraph (14) of subdivision (g) of this section. (3) Noncompliance. Where a crane or derrick requiring one or more of the certificates, on-site waivers, or permits is found not to be in compliance with one or more of the required certificates, on-site waivers, or permits, the use of such crane or derrick must cease. The crane or derrick must not be used until it has been brought into conformance with the certificates, on-site waivers, or permits, or amended certificates, on-site waivers, or permits have been issued by the department to reflect the state of the crane or derrick. (4) Construction documents. Plans, calculations, inspection reports, and other documents filed in conjunction with a certificate of approval, certificate of operation, certificate of on-site inspection, on-site waiver, or temporary construction equipment permit are considered to be construction documents subject to the provisions of Article 104 of Title 28 of the Administrative Code. Expect as otherwise specified, the terms "approval" or "approved" in conjunction with such plans, calculations, inspection reports, and other documents will also mean "acceptance" or "accepted." (5) Notification. (i) Notification prior to certain activities. For a crane or derrick that requires a certificate of on-site inspection or an on-site waiver, or that is used under the direct and continuing supervision of a licensed master rigger, the equipment user must notify the department at least one day, but no more than two days, before an activity listed below: (A) The arrival of the crane or derrick at the site; (B) Any assembly/disassembly operation; except that for the erection, climbing, jumping, or dismantling of tower crane, the notification requirements of Section 3319.8.4 of the Building Code instead apply; or (C) The pouring of a concrete foundation for a tower crane. (ii) Cancellation and rescheduling of notification. If a scheduled activity pursuant to subparagraph (i) of this paragraph above is canceled after a notification is made to the department, the equipment user must notify the department no later than the date for which the activity was scheduled. The equipment user must notify the department of the new intended commencement date at least one day but no more than two days before such activity. (iii) Notification of departure of equipment. For a crane or derrick that requires a certificate of on-site inspection or an on-site waiver, or that is used under the direct and continuing supervision of a licensed master rigger, the equipment user must notify the department of the departure of the crane or derrick from the site no more than two days following such departure. Exception: Where the crane or derrick is anticipated to be at the site for 48 hours or less, notification of departure of the equipment pursuant to this subparagraph is not required provided the anticipated short duration of the crane or derrick at the site is indicated at the time of notification pursuant to subparagraph (i) of this paragraph. However, if the job extends for more than 48 hours, the department must be immediately notified of such extension, and notification of the departure of the equipment pursuant to this subparagraph is required. (iv) Notification of operator. The department must be notified of the licensed hosting machine operator or operators authorized to operate the crane or derrick, or to supervise a learner on the crane or derrick, prior to the commencement of their operation or supervision. Exception: Notification is not required for a crane or derrick that does not require a certificate of on-site inspection. (d) Certificate of approval. Certificates of approval must comply with the requirements of Section 3319.4 of the New York City Building Code and the following. (1) Application for a certificate of approval. To request a certificate of approval in accordance with Section 3319.4 of the New York City Building Code, a prototype application must be filed on behalf of the manufacturer or equipment owner by an engineer who meets the requirements of paragraph (2) of subdivision (d) of this section. The application and all associated content must be provided in English, with United States customary units, or where acceptable to the commissioner, metric units. When required by the department, the application must be submitted in an electronic format acceptable to the commissioner. The application must include the following information: (i) Manuals. One or more manufacturer-furnished manuals, as necessary, to supply the information listed below. Required information is generic and does not have to provide specific part or model numbers: (A) All configurations for which approval is sought. (B) Overall dimensions of the crane or derrick, including for the boom, mast, jib, and attachments, or individual sections thereof, for which approval is sought. (C) Where applicable, information on the carrier type, overall carrier length and width, and tailswing, both with outriggers extended and without. (D) Rope information, including cable sizes and the number of drums, for both the main hoist line and the whipline. (E) A generic listing of all safety devices and operational aids provided with the crane or derrick. (F) Required configurations and procedures to secure the crane or derrick for unattended or out-of-service conditions. For a tower crane, other than a self-erecting tower crane, this must include boom configurations for weathervaning, information or limitations/prohibitions on locking or restricting the boom, and procedures to secure the tower crane in advance of a hurricane type wind event. (G) For a tower crane, other than a self-erecting tower crane, erection, jumping, climbing, and dismantling procedures. Torque values for all bolted connections located on the crane and installed or modified during such work must be included. Collar details and information on how to support, install, and dismantle the collar must also be provided. (H) For all cranes or derricks, other than a tower crane that is not a self-erecting tower crane, assembly, disassembly, and travel procedures, including, as applicable, installation and removal procedures for all attachments for which approval is sought. Torque values for all bolted connections installed or modified during crane set up or the installation of an attachment must be included. (I) Operating instructions. (J) Inspection criteria, including a schedule of manufacturer-recommended inspections. (K) Maintenance criteria, including a schedule of manufacturer-recommended maintenance. (ii) Brochure. A manufacturer-furnished advertising brochure or drawing showing the general configuration and specifications for which approval is sought. (iii) Load rating charts. Manufacturer-furnished load rating charts showing each configuration for which approval is sought. (iv) Inspection checklists. Manufacturer-furnished checklists for the inspection of the crane or derrick. Such checklists must account for all components for which approval is sought and all phases of the manufacturer's recommended schedule of inspections, for example, daily, monthly, and annual. (v) Maintenance checklists. Manufacturer-furnished checklists for the maintenance of the crane or derrick. Such checklists must account for all components for which approval is sought and all phases of the manufacturer's recommended schedule of maintenance, for example, daily, monthly, and annual. (vi) Listing of components. Manufacturer-furnished list of all components for which approval is sought. The list is generic and does not have to provide specific part or model numbers. The list must also be accompanied by: (A) For a tower crane, other than a self-erecting tower crane, manufacturer-furnished drawings indicating the weight, dimensions, center of gravity, and lifting points for the boom, mast, jib, collar, and all attachments, or individual sections thereof, for which approval is sought. (B) For all cranes or derricks, other than a tower crane that is not a self-erecting tower crane, manufacturer-furnished drawings indicating, as applicable, the weight, dimensions, center of gravity, and lifting points for the lattice boom, jib, and all attachments, or individual sections thereof, for which approval is sought. (C) In addition to the provisions of clauses (A) and (B) above, for a crane or derrick with a telescoping boom, manufacturer-furnished drawings indicating the weight, dimensions, and center of gravity for the entire crane or derrick with the boom fully retracted and fully extended. (vii) Counterweight tables. Manufacturer-furnished table of all counterweight combinations and counterweight attachments for each configuration for which approval is sought. (viii) Tables of allowable installation and use. (A) Tower cranes, other than self-erecting tower cranes. For tower cranes, other than self-erecting tower cranes, the manufacturer must submit tables that include the following data for the tower crane at its maximum free standing height in each separate standard configuration indicated in the submitted load rating charts: 1. The maximum in-service moment, based on a 45 mph in-service wind. 2. The maximum out-of-service moment, based on a 98 mph out-of-service wind. 3. The slewing moment, based on a 45 mph in-service wind. 4. Corresponding vertical loads at the foundation. Such data must be calculated in accordance with ASCE 7-2005, and be provided at Exposures B, C, and D. The maximum free standing height must be clearly indicated, and must be based on a 98 mph out-of-service wind, or a 45 mph in-service wind when such in-service wind produces a lower free standing height. Special conditions in which the crane may not be used or installed (e.g. crane configuration, height, exposure, etc.) must be clearly indicated. (B) All other cranes and derricks. For all cranes or derricks, other than tower cranes that are not self-erecting tower cranes, the manufacturer must provide tables showing the maximum in-service and out-of-service boom, mast and attachment lengths for each configuration for which approval is sought. (ix) Technical certification. A certification from the engineer who files the prototype application that: (A) The crane or derrick for which approval is sought was designed and constructed in accordance with an applicable standard listed in paragraph (1) of subdivision (e) of this section. The standard and the year of the standard utilized must be noted. (B) The manuals and load rating charts filed as part of the prototype application are in accordance with the requirements of paragraph (2) of subdivision (e) of this section. (C) For a tower crane, other than a self-erecting tower crane, the data provided per subparagraph (viii) of paragraph (1) of subdivision (d) of this section conforms to ASCE 7-2005. (D) For a crane, the crane, in all configurations for which approval is sought, successfully passed the prototype testing required by paragraph (3) of subdivision (e) of this section. (x) Contact information. The manufacturer must supply contact information for the following: (A) Technical questions. For technical questions, an individual, employed full-time by the manufacturer, who is authorized by the manufacturer to provide answers to technical questions related to the crane or derrick. (B) Service questions. For service questions, a 24/7 telephone hotline that is maintained or authorized by the manufacturer. (C) Service support. For jobsite service support, a manufacturer authorized service center, distributor, or authorized service provider located within a four hour travel window of New York City, which must be able to dispatch a factory trained service technician to New York City in the event of an emergency or major malfunction, as determined by the department, with the crane or derrick. (xi) Safety bulletins and recall notices. Certification from the manufacturer that safety bulletins and recall notices for the crane or derrick will be provided in accordance with paragraph (6) of subdivision (d) of this section. (xii) ISO certification. The manufacturer must certify that it possesses the International Organization for Standardization (ISO), or equivalent, certification required by paragraph (4) of subdivision (c) of this section. A copy of the ISO certification, or equivalent, must be submitted. (2) Engineer. The engineer who files the application for the certificate of approval must be either: (i) A full-time employee of the manufacturer who is licensed to practice the profession of engineering under the law of any state or foreign jurisdiction, or who submits proof, acceptable to the commissioner, of his or her professional qualifications; or (ii) A person licensed and registered to practice the profession of engineering under the education law of the state of New York. (3) Issuance of the certificate of approval. Upon approval of the prototype application, the department will issue an initial certificate of approval for the crane or derrick. The manuals, load rating charts, and other information submitted with the prototype application and accepted by the department are considered part of the certificate of approval. (4) Amendments to the certificate of approval. (i) When required. A certificate of approval must be amended in any of the following circumstances: (A) Information provided in the load rating charts is no longer valid or will be altered. (B) A configuration that was not provided for in the certificate of approval will be utilized. (C) A component that was not provided for in the certificate of approval will be utilized. This includes, but is not limited to, components that have weights, dimensions, centers of gravity, or lifting points that are different from those listed in the certificate of approval. (D) Information supplied per subparagraph (vii) of paragraph (1) of subdivision (d) of this section is no longer valid or will be altered. (E) For a crane or derrick whose initial certificate of approval was issued on or after January 1, 2016, information supplied per subparagraph (viii) of paragraph (1) of subdivision (d) of this section is no longer valid or will be altered. (ii) Amendment request. A request to amend a certificate of approval must be filed: (A) On behalf of the manufacturer. On behalf of the manufacturer by an engineer who meets the requirements of paragraph (2) of subdivision (d) of this section; or (B) On behalf of the owner. On behalf of the equipment owner by an engineer licensed and registered to practice the profession of engineering under the education law of the state of New York, provided: 1. The manufacturer is no longer in business; or 2. The equipment owner has submitted to the manufacturer a detailed description of the proposed amendment, and has asked the manufacturer to request the amendment, but: A. The manufacturer has not rejected the request. A rejection must be in the form of a written explanation from the manufacturer that rejects the request and explains the reasons for the rejection; and B. The manufacturer declines to review the request; or C. The manufacturer, within 30 days of the request, fails to acknowledge the request or initiate a review of the request; or D. The manufacturer acknowledges the request or begins a review of the request, but, within 120 days of the request, fails to submit an amendment to the department. (iii) Content of amendment request. Amendment requests, and all associated content, must be provided in English, with United States customary units, or where acceptable to the commissioner, metric units. When required by the department, the application must be submitted in an electronic format acceptable to the commissioner. The amendment request must include the following information: (A) A listing of revisions to the certificate of approval necessary to accord with the proposed amendment. (B) Where load ratings are altered, revised load rating charts, along with a certification from the engineer who files the amendment request that the revised load rating charts are in accordance with the requirements of paragraph (2) of subdivision (e) of this section. (C) Where applicable, revised component information in accordance with subparagraph (vi) of paragraph (1) of subdivision (d) of this section. (D) Where applicable, revised counterweight information in accordance with subparagraph (vii) of paragraph (1) of subdivision (d) of this section. (E) Where applicable, revised data in accordance with subparagraph (viii) of paragraph (1) of subdivision (d) of this section. For a tower crane, other than a self-erecting tower crane, the engineer who files the amendment request must certify that the revised data conforms to ASCE 7-2005. (F) Where changes are made that decrease the structural stability or structural strength of a crane, or increase the loads or stresses upon the crane, including but not limited to adding configurations, booms, or jibs, certification from the engineer who files the amendment request that the crane, as proposed to be amended, has successfully passed the prototype testing required by paragraph (3) of subdivision (e) of this section. (G) In addition to the requirements of clauses (A) through (F) above, where the amendment request is filed on behalf of the manufacturer, any other supplements, as applicable, to the certificate of approval in accordance with paragraph (5) of subdivision (d) of this section. (H) In addition to the requirements of clauses (A) through (F) above, where the amendment request is filed on behalf of the equipment owner: 1. A certification from the equipment owner that the manufacturer is no longer in business; or a copy of the request made to the manufacturer, along with any response from the manufacturer, as required by item 2 of clause (B) of subparagraph (ii) of paragraph (4) of subdivision (d) of this section. 2. When any information in the manufacturer's supplied manuals has to be revised, one or more revised manuals, as necessary, along with a certification from the engineer who files the amendment request that the revised manuals are in accordance with the requirements of paragraph (2) of subdivision (e) of this section. Deviations and modifications from the manufacturer's original materials must be clearly indicated. 3. When any of the checklists required by subparagraphs (iv) or (v) of paragraph (1) of subdivision (d) of this section has to be revised, one or more revised checklists, as necessary. Deviations and modifications from the manufacturer's original materials must be clearly indicated. 4. Certification from the engineer who files the amendment request, based upon a review of the design calculations and testing of the crane or derrick manufacturer by the engineer, or by sufficient calculations made by the engineer, or by testing acceptable to the commissioner, that: A. The manufacturer's original safety factor of the equipment is not reduced by the proposed amendment. B. The crane or derrick, as proposed to be modified by the amendment, complies with the applicable design and construction standard for the crane or derrick, as listed in paragraph (1) of subdivision (e) of this section. 5. Plates, tags, and decals as necessary to accord with the proposed amendment, along with instructions for their use. Such items must be developed, signed, and sealed by the engineer who files the request for the amendment. 6. Certification from the engineer who files the request for amendment that the engineer approves the modification/addition stipulated in the amendment, and specifies the equipment configuration to which the approval applies. 7. Certification from the equipment owner that such owner will comply with the provisions of the amendment, including but not limited to ensuring their cranes or derricks which utilize the amendment are provided with the revised load rating charts and manuals, as well as plates, tags, and decals as necessary to accord with the proposed amendment. (iv) Issuance. Upon approval of the amendment by the department, the department will issue an amended certificate of approval for the crane or derrick. (A) Special provisions for an amendment filed by an equipment owner. Where an amendment request is filed by an equipment owner on or after January 1, 2016, only equipment owned by such owner may utilize the amendment. However, nothing in this clause will prohibit a separate equipment owner from filing, and the department approving, a separate amendment covering the same material. (5) Manufacturer supplements to the certificate of approval. When required by subparagraphs (i) through (iv) below, the manufacturer must provide supplements to the certificate of approval. Such supplements, and all associated content, must be provided in English, with United States customary units, or where acceptable to the commissioner, metric units. When required by the department, the supplement must be submitted in an electronic format acceptable to the commissioner. Supplements must be filed by an engineer who meets the requirements of paragraph (2) of subdivision (d) of this section. No fee will be charged to file a supplement. When accepted by the department, a supplement will be considered pari of the certificate of approval; except that any supplement filed under the provisions of subparagraph (iv) below will be applicable only for the specific job detailed in the certificate of on-site inspection. (i) Manual updates. When the manufacturer revises any of the information required by subparagraph (i) of paragraph (1) of subdivision (d) of this section, the manufacturer must provide to the department one or more revised manuals, as necessary. The engineer who files the revised manual must certify that the manual is in accordance with the requirements of paragraph (2) of subdivision (e) of this section. (ii) Updates to inspection and maintenance checklists. When the manufacturer revises any of the checklists required by subparagraphs (iv) or (v) of paragraph (1) of subdivision (d) of this section, the manufacturer must provide to the department one or more revised checklists, as necessary. Exception. Cranes or derricks whose initial certificate of approval was issued prior to January 1, 2016. (iii) Contact information updates. When any manufacturer contact information required by subparagraph (x) of paragraph (1) of subdivision (d) of this section changes, the manufacturer must provide updated points of contact within five (5) business days of the change. (A) Exception. Cranes or derricks whose initial certificate of approval was issued prior to January 1, 2016. (B) No manufacturer support. Where there is no manufacturer to support a crane or derrick, the certificate of approval will remain valid. (iv) Site specific wind analysis for a tower crane. For a tower crane, other than a self-erecting tower crane, the manufacturer must submit a site specific wind analysis to the department prior to the approval of the crane or derrick notice application. Such analysis must: (A) Cover each configuration for which crane or derrick notice application approval is sought; (B) Be based upon the following information, with such information submitted to the manufacturer by the engineer who files the crane or derrick notice application: 1. Project address; 2. Crane make and model; 3. Maximum lifting capacity; 4. Distance of the crane from the building; 5. Proposed tie-in spacing; 6. Elevations and sections detailing the location and configuration of the crane at the site, in both plan view and elevation view, with dimensions indicated; 7. Where an environmental load reduction is utilized in accordance with Chapter 16 of the New York City Building Code: 7.1. A copy of the action plan required by Chapter 16 of the New York City Building Code; 7.2. Proposed tie-in spacing for the action plan configuration; and 7.3. Elevations and sections detailing the action plan configuration of the crane at the site, in both plan view and elevation view, with dimensions indicated. 8. New York City wind load conditions, including exposure category and height distribution of the wind. Such information must be in accordance with Chapter 16 of the New York City Building Code, and based on the following: 8.1. An in-service wind speed of at least 45 mph; 8.2. An out-of-service wind speed that is not less than that allowed by Chapter 16 of the New York City Building Code; and 8.3. Where an environmental load reduction is utilized in accordance with Chapter 16 of the New York City Building Code, an out-of-service wind speed equal to that required by Chapter 16 of the New York City Building Code for the full, unreduced, design wind speed. (C) Contain the following information from the manufacturer for the given in-service, out-of-service, and, where applicable, full, unreduced, design wind speed at the center of the tower: 1. Wind load base shear. 2. Wind load overturning moment at the base. 3. Vertical loads at the base. 4. Overturning moment at the base center due to vertical loads. 5. Maximum tower and boom displacements due to wind. 6. The slewing moment. (D) Contain a certification from the manufacturer that the information provided per clause (C) above is based on the information provided by the engineer per clause (B) above; (E) Contain a certification from the manufacturer that, in accordance with the requirements of the standard listed in the certificate of approval for the design and construction of the crane (e.g. ASME B30-3 or EN 14439), the boom, mast, jib, attachments, and working deck of the crane will sustain the wind loads specified in (B)(8) above; and (F) Note any special conditions in which the crane may not be used or installed (e.g. crane configuration, height, exposure, etc.). (6) Safety bulletins and recall notices. The department will provide to each manufacturer a list containing the serial numbers of all cranes and derricks registered in New York City manufactured by such manufacturer. The manufacturer in turn must provide to the department all safety bulletins and recall notices issued by such manufacturer related to cranes and derricks found on the list provided by the Department when the safety bulletin or recall notice is issued. No fee will be charged to file such bulletin or notice with the department. Safety bulletins and recall notices will not be considered part of a crane or derrick's certificate of approval and will not impact the validity of any such certificate. The department may require proof that a crane or derrick with a certificate of operation or a certificate of on-site inspection, or a crane or derrick for which such certificate(s) are sought complies with the safety bulletin or recall notice. (7) ISO certification. If the manufacturer loses its International Organization for Standardization (ISO), or equivalent, certification for the make and model of the crane or derrick, this loss must be reported to the department within ten (10) business days after it occurs. Exception. Cranes or derricks whose initial certificate of approval was issued prior to January 1, 2016. (8) Current certificate of approval holders. Any crane or derrick that conforms with a previously issued, currently valid certificate of approval need not apply for a new certificate of approval. (9) Previously issued temporary certificates of approval. Temporary certificates of approval issued prior to January 1, 2016, are deemed to be approved as an initial certificate of approval, retroactive to the date of issuance of the temporary certificate of approval, provided such temporary certificate of approval was not otherwise revoked prior to January 1, 2016, and provided that the prototype application for such temporary certificate of approval contained a certification from the manufacturer of the crane or derrick, or a person licensed and registered to practice the profession of engineering under the education law of the state of New York, that the crane or derrick was designed and constructed in accordance with one of the standards listed in clauses (A) through (F) of subparagraph (i) of paragraph (1) of subdivision (e) of this section. (10) Suspension or revocation of a certificate of approval. The department may suspend or revoke a certificate of approval in accordance with § 28-105.10 of the New York City Administrative Code. (e) Standards. (1) Design and construction standards. (i) Design and construction standards for cranes or derricks whose prototype application is submitted on or after January 1, 2016. Cranes and derricks, and their components, whose prototype application is submitted on or after January 1, 2016 must, in their entirety, be designed and constructed in accordance with the following: (A) Mobile cranes, other than an articulating boom crane. For a mobile crane, other than an articulating boom crane, ASME B30.5 (2004, 2007, 2011, or 2014 editions), or EN 13000 (2004, 2010, or 2014 editions). (B) Tower cranes, other than a self-erecting tower crane. For a tower crane, other than a self-erecting tower crane, ASME B30.3 (2004, 2009, 2012, or 2016 editions'), or EN 14439 (2006 or 2009 editions). (C) Derricks. For a derrick, ASME B30.6 (2003, 2010, or 2015 editions). (D) Articulating boom crane. For an articulating boom crane, ASME B30.22 (2005, 2010, or 2016 editions). (E) Self-erecting tower crane. For a self-erecting tower crane, ASME B30.29 (2012 edition), or EN 14439 (2009 edition). (F) Dedicated pile drivers. EN 996 (2009 or 2014 editions) or EN 16228 (2014 edition). (G) Equivalent standards. For any type of crane or derrick, such other standard as the commissioner deems equivalent to the ASME or EN standards listed above. (ii) Design and construction standards for cranes and derricks whose prototype application was submitted prior to January 1, 2016. Cranes and derricks, and their components, whose prototype application was submitted prior to January 1, 2016 must have been designed and constructed in accordance with the following: (A) Mobile cranes manufactured prior to October 1, 2006 and whose prototype application was submitted prior to October 1, 2006. Mobile cranes, and their components-manufactured prior to October 1, 2006 and whose prototype application was submitted prior to October 1, 2006 must, in their entirety, be designed and constructed in accordance with ASME B30.5-1968. (B) Mobile cranes manufactured on or after October 1, 2006 and whose prototype application was submitted on or after October 1, 2006 but prior to January 1,2016. Mobile cranes, and their components, manufactured on or after October 1, 2006 and whose prototype application was submitted on or after October 1, 2006 but prior to January 1, 2016, must, in their entirety, be designed and constructed in accordance with ASME B30.5 – 2004 Chapter 5-1 except Section 5-1.9.9, or EN 13000 (2004) except Section 4.2.6. (C) Mobile cranes manufactured prior to October 1, 2006 and whose prototype application was submitted on or after October 1, 2006 but prior to January 1, 2016. Mobile cranes, and their components, manufactured before October 1, 2006 and whose prototype application was submitted on or after October 1, 2006 but prior to January 1, 2016, must, in their entirety, be designed and constructed in accordance with one of the following standards: (i) ASME B30.5 – 2004 Chapter 5-1 except Section 5-1.9.9; (ii) ASME B30.5 – 2000 Chapter 5-1 except Section 5-1.9.9; (iii) ASME B30.5 – 1994 Chapter 5-1 except Section 5-1.9.9; (iv) ASME B30.5 – 1989 Chapter 5-1 except Section 5-1.9.9; (v) ASME B30.5 – 1982 Chapter 5-1 except Section 5-1.9.9; (vi) EN 13000 (2004) except Section 4.2.6; or (vii) Such other standard as the Commissioner deems appropriate. (2) Manuals and load rating chart standards. Manuals and load rating charts for cranes and derricks must be in English, with United States customary units, or where acceptable to the commissioner, metric units, and be in accordance with an applicable standard listed in paragraph (1) of subdivision (e) of this section. Manuals and load rating charts must also include manual or chart numbers, and page numbers. (i) De-rating. Load rating charts, and amendments to load rating charts, submitted on or after January 1, 2016, may not be de-rated to circumvent licensing provisions, or to meet exemptions contained within this section or within the New York City Construction Codes. (3) Prototype testing standards. (i) Prototype testing of mobile cranes submitted prior to October 1, 2006. A prototype of each mobile crane, and their components, submitted before October 1, 2006 must be tested for strength and stability in accordance with ASME B30.5-1968. Lattice boom cranes must also be tested in accordance with SAE J987 - 1967 and all mobile cranes with lattice or telescopic booms must also be tested in accordance with SAE J765 - 1990. (ii) Prototype testing of mobile cranes submitted on or after October 1, 2006. A prototype of each mobile crane, and their components-submitted on or after October 1, 2006 must meet the prototype testing requirements in Test Option A or Test Option B as outlined below: (A) Test Option A; SAE J1063 or SAE J987, 1. The following applies to equipment with cantilevered booms (such as telescopic boom cranes): All tests listed in SAE J1063 - 1993, Table 1, must be performed to load all critical structural elements to their respective limits. All the strength margins listed in SAE J1063 - 1993. Table 2 must be met. 2. The following applies to equipment with pendant supported lattice booms: All the tests listed in SAE J987-2003. Table 1, must be performed to load all critical structural elements to their respective limits. All the strength margins listed in SAE J987 - 2003, Table 2 must be met. (B) Test Option B: EN 13000. All testing and verification requirements of EN 13000 (2004) must be met. In applying EN 13000 (2004), the following additional requirements must be met: 1. The following applies to equipment with cantilevered booms (such as telescopic boom cranes): The analysis methodology, such as computer modeling, must demonstrate that all load cases listed in SAE J1063 - 1993 meet the strength margins listed in SAE J1063-1993 Table 2. 2. The following applies to equipment with pendant supported lattice booms: The analysis methodology, such as computer modeling, must demonstrate that all load cases listed in SAE J987 - 2003 meet the strength margins listed in SAE J987-2003 Table 2. 3. Analysis verification. The physical testing requirements under SAE J1063 - 1993 and SAE J987 - 2003 must be met unless the reliability of the analysis methodology, such as computer modeling, has been demonstrated by a documented history of verification through strain gauge measuring or strain gauge measuring in combination with other physical testing. (iii) Prototype testing of tower cranes manufactured on or after November 8, 2010. Tower cranes manufactured on or after November 8, 2010, must meet the prototype testing requirements in EN 14439 (2006). (4) Manufacturing standards. Cranes and derricks, and their components, whose application for prototype approval is submitted on or after January 1, 2016 must, in their entirety, be manufactured by an entity that possesses an ISO 9001 certification, or an equivalent international certification acceptable to the commissioner. (f) Certificate of operation. Certificates of operation must comply with the requirements of Section 3319.5 of the New York City Building Code and the following. (1) Application. An application for the issuance or renewal of a certificate of operation, in accordance with Section 3319.5 of the New York City Building Code, must be accompanied by: (i) Owner name and contact information; (ii) Certificate of origin and bill of sale, except for a renewal where no change to the owner has occurred; (iii) Device information, including but not limited to make and model, capacity, dimensions, serial number, and date of manufacture; (iv) Component and attachment information, including but not limited to description of the component or attachment, the serial number or other identification number acceptable to the commissioner for the component or attachment, date of manufacture of the component or attachment, and as applicable, capacity and dimensions of the component or attachment; (v) For each lattice component, a report indicating passage of a magnetic particle inspection or other crack detection inspection acceptable to the commissioner, with the date of inspection no more than 60 days prior to the submittal of the application; (vi) Attestation from the owner of the crane or derrick disclosing the repair and accident history of the crane or derrick, including its components; (vii) Attestation from the owner of the crane or derrick certifying compliance with all applicable manufacturer service notices and recall bulletins; (viii) For a tower crane, other than a self-erecting tower crane, a third-party report from a New York State professional engineer, other than the engineer who filed the crane or derrick notice application for the associated job, attesting to the repair and maintenance history of the tower crane and its components, and the adequacy of such repairs and maintenance. This must include documentation of compliance with all applicable manufacturer service notices and recall bulletins; and (ix) Copies of maintenance records and inspection reports for the crane or derrick, and its components, upon request. (2) Yard inspection. Upon approval of the application for the issuance or renewal of a certificate of operation, the new or renewed certificate of operation will only be issued after a satisfactory inspection of the crane or derrick by a department inspector at a crane yard or other site acceptable to the commissioner. Exceptions: 1. For a rotating telehandler, or an articulating boom crane attached to a commercial truck chassis, the inspection may be performed by a crane inspection agency approved by the department and meeting the requirements of 1 RCNY § 101-07. 2. For a mobile crane, other than a boom truck, with a telescoping, hydraulic, articulating, or folding boom, including jibs and any other extensions to the boom, not exceeding 50 feet (15 240 mm) in length with a manufacturer's rated capacity of 3 tons (2.72 t) or less, the inspection may be performed by a crane inspection agency approved by the department and meeting the requirements of 1 RCNY § 101-07. (3) Inspection for more than 250 feet of boom length. For a job site configuration where the boom, including jibs and any other extensions to the boom, will exceed 250 feet (76.2 m) in length, the certificate of operation will be contingent upon the crane or derrick passing a subsequent satisfactory inspection, performed on site by a department inspector, prior to the use of crane or derrick for each configuration exceeding 250 feet (76.2 m) in length at the site. Exceptions: 1. Such inspection is not required for a crane with a telescopic, hydraulic, articulating, or folding boom exceeding 250 feet (76.2 m) in length, provided no jib is attached to the boom. 2. Such inspection is not required for a crane that does not require a certificate of on-site inspection. (4) Expiration for a tower crane and derrick. Provided no other expiration threshold for the certificate of operation has already been met, the certificate of operation for a tower crane, other than a self-erecting tower crane, and for a derrick, is deemed to be expired when either: (i) The certificate of on-site inspection with which the tower crane or derrick was associated with expires; or (ii) Notification of departure of the equipment in accordance with subparagraph (iii) of paragraph 5 of subdivision (c) of this section has been provided, or for a derrick permanently mounted to a structure, the work associated with the certificate of on-site inspection has been completed. (5) Amendments. A certificate of operation must be amended when any information contained in the certificate of operation is no longer accurate, as well as when otherwise provided in Section 3319.5 of the New York City Building Code. When an amendment proposes to add, repair, replace, or modify a component, or when the amendment indicates a condition that may, in the judgement of the department, warrant inspection, the amended certificate of operation will only be issued after a satisfactory inspection of the crane or derrick in accordance with the provisions of paragraph (2) of this subdivision. (g) Certificate of on-site inspection. (1) Conformity with the certificate of approval and certificate of operation. No certificate of on-site inspection, or an extension, renewal, or amendment to such certificate, will be granted for a crane or derrick which requires, but does not possess, a certificate of approval or certificate of operation, or which is not in conformance with the certificate of approval or certificate of operation. (2) Application for a certificate of on-site inspection. To apply for a certificate of on-site inspection in accordance with Section 3319.6 of the New York City Building Code, an engineer, licensed and registered to practice the profession of engineering under the education law of the state of New York, must file, on behalf of the equipment user, a crane or derrick notice application with the department. (i) Crane or derrick notice plans. The application must be accompanied by one or more plans, as applicable, showing the following information for each configuration for which crane or derrick notice application approval is sought: (A) Ground and subsurface elements. Elevations and sections detailing all pertinent ground and subsurface elements, with dimensions, slopes, estimated bearing values, loads imposed, and surcharges indicated, including, as applicable: 1. Soil; 2. Streets, sidewalks, public plazas, and equivalent spaces; 3. Foundations; 4. Retaining walls; 5. Excavations; 6. Sheeting, shoring, and bracing; 7. Vaults; 8. Manholes; 9. Subways, stations, and entrances; 10. Tunnels; and 11. For a tower crane: 11.1. Utilities impacted by the tower crane foundation; and 11.2. The water table level. (B) Site conditions. Elevations and sections detailing all pertinent site conditions, with dimensions indicated, including, as applicable: 1. North arrow; 2. Buildings and structures at the site and adjacent to the site, with projections, setbacks, and equipment and structures located on the roof or setback indicated; 3. Temporary construction, such as platforms, runback structures, scaffolds, mast climbers, hoists, horizontal netting, cocoon systems, climbing formwork, sidewalk sheds, fences, and barricades; 4. Pedestrian and traffic control to be provided as per the requirements of the Department of Transportation; 5. Other cranes or derricks at the site, with swing radii indicated; 6. Trees and other natural obstructions; and 7. Above ground utilities and infrastructure, including but not limited to, street lights, traffic lights, bollards, bus shelters, street furniture, traffic signs, hydrants, electrical lines with voltage values indicated, phone lines, bridges, viaducts, subway exits, elevated subways and railroads, elevated transit platforms, and towers. (C) Location and configuration. Elevations and sections detailing the location and configuration of the crane or derrick at the site, in both plan view and elevation view, with dimensions indicated, including, as applicable: 1. The proposed location of the crane or derrick, including areas where the crane or derrick will be assembled, disassembled, operate, or travel; 2. The configuration of the crane or derrick; 3. Outrigger location and configuration; 4. The swing radius of the tail or counterweights; 5. The maximum and minimum swing radius and load path of the boom and load; 6. Minimum clearances for the boom/jibs/ attachments and counterweights. If necessary, operation restrictions necessary to prevent contact must be clearly shown; and 7. Pick and landing zones. (D) Footing, foundation, tie-ins, and supporting elements. Elevations and sections detailing the footing or founding of the crane or derrick and any foundations, tie-ins, or other structures supporting the crane or derrick, with dimensions, materials, bearing values, loads imposed, reactions, and concrete strengths to be obtained prior to installation indicated, including, as applicable: 1. For a crane: 1.1. Matting, dunnage, or equivalent; 1.2. Ramps; 1.3. Platforms, and all connections between the platform and the base building or structure; 1.4. Foundations and all connections between the foundation, the base building or structure, and the crane; and 1.5. Tie-in connections, including but not limited to the tie-in, base building or structure, collar, pin, inner bracings or similar reinforcement, and any rope or structure supporting the tie-in collar to the tower leg. 2. For a derrick, platforms or dunnage, and all connections between the platforms or dunnage, the base building or structure, and the derrick. 3. For any crane or derrick: 3.1. Bracing; 3.2. Roofs, setbacks, or equivalent upon which the crane or derrick is located; 3.3. Modifications required to the base building or structure, other structural elements, or to adjacent retaining walls, excavations, or foundations; and 3.4. Level or plumb tolerances, which may not exceed the recommendations of the crane or derrick manufacturer. (E) Bolted connections. For a bolted connection utilized in a platform or dunnage that supports a crane or derrick, or utilized in the footing, foundation, tie-ins, or supporting elements of a derrick or a tower crane, details of such bolted connection, including elevations and sections, with dimensions indicated, including, as applicable: 1. Bolts; 2. Bolt hole sizes; 3. Bolt grades and specifications; 4. Bolt torque values; 5. Re-torqueing schedule and procedures; 6. Plates; 7. Rods, with pre-tensioning information; 8. Dowels; 9. Clamping forces; and 10. Grout or steel bushings. (F) Anchors. Elevations and sections detailing anchored connections to a structure, with dimensions indicated, including, as applicable: 1. Type of anchor; 2. Anchor size; 3. Anchor hole size; 4. Epoxy or grout specifications; 5. Installation instructions; and 6. Pull out testing criteria. (G) Welded connections. For a welded connection utilized in a platform or dunnage that supports a crane or derrick, or utilized in the footing, foundation, tie-ins, or supporting elements of a derrick or a tower crane, details of such welded connection, including elevations and sections, with dimensions indicated, including, as applicable: 1. Material information; 2. Welding specifications; and 3. Welding procedures. (H) Structural steel. Where the plans call for the use of structural steel, for example in the foundation, platform, dunnage, or tie-in connections, and such structural steel is not provided by the manufacturer of the crane or derrick, or an entity authorized by the manufacturer, the shape, size, and grade of the steel must be specified on the plans. (I) Counterweights. Where a crane utilizes removable counterweights, or where a derrick requires counterweights, the required weight, dimensions, and acceptable materials for the counterweights must be specified on the plans. Such information must be based on the requirements of the manufacturer of the crane or derrick. (J) Aviation hazards. Aircraft warning lights and markings must be indicated on the plans when such lights and markings are required by the Federal Aviation Administration. (K) Electrical information. For a tower crane, other than a self-erecting tower crane, the crane's electrical requirements must be indicated on the plans, including voltage, amperage, phasing, grounding, and any other electrical information specific to the tower crane. (L) Special inspections. All materials, equipment, installation, fabrication, erection, or placement of components and connections, as well as construction operations subject to special inspection in accordance with paragraph (6) of subdivision (k) of this section must be identified on the plans. (M) Range of tolerances. Where a plus or minus range of tolerances is considered to be acceptable by the crane or derrick notice engineer, specific values indicating the numerical range of tolerance must be indicated. (ii) Assembly/disassembly plan. For a crane or derrick that requires components to be assembled or disassembled at the site, the application must include an assembly/disassembly plan. (A) Content. The assembly/disassembly plan must include the following information: 1. All information listed in subparagraph (i) of paragraph (2) of this subdivision for a crane or derrick notice plan that is relevant to the assembly/disassembly operation, including but not limited to: 1.1. Location where the crane or derrick will be assembled/disassembled, including any areas of travel; 1.2. Pertinent ground, subsurface, and site conditions, including but not limited to pedestrian and traffic control to be provided as per the requirements of the Department of Transportation; and 1.3. The configuration of the crane or derrick at the start and completion of the assembly/disassembly operation, and at all phases throughout the work. 2. Procedures, including sequencing, for the assembly/disassembly operation, including but not limited to counterweight placement or removal; 3. Weight, dimensions, and center of gravity for components that will be hoisted or lowered during the assembly/disassembly operation; 4. Location and configuration of assist cranes or derricks; 5. The maximum wind threshold at which assembly/disassembly operations may occur; and 6. For the erection, climbing, jumping, or dismantling of a tower crane, information required by Section 3319.8.1 of the New York City Building Code. (B) Self-contained document. The assembly/ disassembly plan must be a complete, self-contained document. (C) Maximum assembly/disassembly wind threshold. The maximum assembly/ disassembly wind threshold listed in the assembly/disassembly plan cannot exceed 30mph (3-second gust). This threshold must take into account the wind action plans for each assist crane or derrick, and where such a threshold is lower than that for the assembly/ disassembly operation generally, this lower threshold must be listed as the threshold for the assembly/disassembly operation. (D) Specific to configurations. The assembly/ disassembly plan must include all applicable information for each configuration for which crane or derrick notice application approval is sought. Where multiple configurations are included, the assembly/disassembly plan must clearly identify the applicable procedures for each configuration. (E) Able to be fully implemented based upon site conditions. The assembly/disassembly plan must account for all site conditions and be able to be fully implemented based upon site conditions. Where the manufacturer's specifications can be fully implemented at the site, the plan must incorporate this information. Where site conditions prevent full implementation of the manufacturer's specifications, the engineer must contact the manufacturer and develop alternate procedures, as appropriate, and incorporate them into the assembly/disassembly plan. (iii) Pre-operational test procedures, including load test. For a tower crane and a derrick, the application must be accompanied by procedures for the pre-operational test. The pick zones for the load test portion of the pre-operational test must also be indicated. For a tower crane, the application must also be accompanied by procedures for the setting of prelimiting and limiting devices. The procedures required by this subparagraph must be in accordance with the manufacturer's specifications and the following, and in no case may the weight utilized during the load test exceed the manufacturer's specifications: (A) For a tower crane, other than a self-erecting tower crane, ASME B30.3 (2016 edition) Section 3-1.7. (B) For a self-erecting tower crane, ASME B30.29 (2012 edition) Section 29-1.1.3. (C) For a derrick, ASME B30.6 (2015 edition) Sections 6-2.2.1 and 6-2.2.2. (iv) Loads imposed. Where the crane or derrick imparts a load on a building or structure, the application must be accompanied by either: (A) Crane or derrick notice plans that: 1. Are sealed and stamped "reviewed for loads imposed" by the registered design professional of record for the project; and 2. Contain a note, signed and sealed by the registered design professional of record for the project, indicating that all permanent modifications or supporting elements required to be added to the base building or structure, including but not limited to rebar, have been incorporated into the plans and/or shop drawings for the base building or structure; (B) A signed and sealed letter from the registered design professional of record for the project that includes the following: 1. A statement that he or she has reviewed the submitted crane or derrick notice plans for the loads imposed on the building or structure; 2. The drawing numbers and dates of the crane or derrick notice plans indicating the bracing and modifications required for the building or structure to support the loads imposed; 3. A statement attesting to the adequacy of the building or structure to support the loads imposed; and 4. A statement that all permanent modifications or supporting elements required to be added to the base building or structure, including but not limited to rebar, have been incorporated into the plans and/or shop drawings for the base building or structure; or (C) For a project for which there is no registered design professional of record for the project, a signed and sealed letter from the crane or derrick notice engineer that includes the following: 1. A statement that he or she has investigated the design of the building or structure; 2. The drawing numbers and dates of the crane or derrick notice plans indicating the bracing and modifications required for the building or structure to support the loads imposed; 3. A statement attesting to the adequacy of the building or structure to support the loads imposed; and 4. A statement that he or she will verify that such bracing and modifications have been completed in accordance with the approved crane or derrick notice plans before loads are imposed by the crane or derrick. (v) Wind action plan. The application must be accompanied by a wind action plan. (A) Content. The wind action plan must include the following information: 1. Load reductions, if any, due to wind; 2. The maximum in-service wind threshold; 3. Wind thresholds, configurations, and procedures, including angles and sequencing, for parking and securing the crane in each applicable out-of-service position (e.g. retracted, parked, jackknifed, laid down, and/or other special protective measures for wind); and 4. The communication protocol for safeguarding the crane or derrick in the event of changes of forecasts over weekends or longer stoppage periods. (B) Self-contained document. The wind action plan must be a complete, self-contained document. (C) Maximum in-service threshold. The maximum in-service wind threshold listed in the wind action plan cannot exceed 30 mph (3-second gust) or the threshold specified by the manufacturer, whichever is lower. Exceptions: The 30 mph (3-second gust) criterion does not apply to: 1. A mobile crane where the crane is set up and operated entirely within a safety zone, provided: 1.1. The distance from the crane to the boundary of the safety zone is equal to or greater than the length of the boom, jib, and any other attachments; and 1.2. All areas and structures within the safety zone are closed to the public. 2. A tower crane, where the crane is set up and operated entirely within a safety zone, provided: 2.1. The distance from the crane to the boundary of the safety zone is equal to or greater than the height of the mast and the length of the boom, jib, and any other attachments; and 2.2. All areas and structures within the safety zone are closed to the public. (D) Specific to configurations. The wind action plan must include all applicable thresholds and procedures for each configuration for which crane or derrick notice application approval is sought. Where multiple configurations are included, the wind action plan must clearly identify the applicable thresholds and procedures for each configuration. (E) Able to be fully implemented based upon site conditions. The wind action plan must account for all site conditions and be able to be fully implemented based upon site conditions. Where the manufacturer's specifications can be fully implemented at the site, the plan must incorporate this information. Where site conditions prevent full implementation of the manufacturer's specifications (e.g. site conditions make it impossible to point the boom into the wind), the engineer must contact the manufacturer and develop alternate procedures and/or thresholds, as appropriate, and incorporate them into the wind action plan. (F) Emergency action plan. Where load reductions are utilized in accordance with Section 1618 of the Building Code, the emergency action plan required by Section 1618.3 of the Building Code must also be included in the wind action plan. (vi) Certifications. The application must be accompanied by the following certifications: (A) Investigation of conditions. Certification from the crane or derrick notice engineer that he or she has investigated the ground, subsurface, and site conditions, and has accounted for them in the submitted plans and procedures. (B) Loads. Certification from the crane or derrick notice engineer that: 1. The loads, surcharges, and values indicated in the crane or derrick notice application account for all conditions of loading, including wind. 2. The crane or derrick, including any footing, foundation, tie-in, or supporting element, in all proposed conditions of loading, including assembly/disassembly or traveling, will not exceed the bearing capacity of the ground or subsurface elements, or any footing, foundation, tie-in, or supporting element. 3. The crane or derrick, including any footing, foundation, tie-in, or supporting element, when secured and stowed in accordance with the submitted procedures will be able to sustain, without failure, the specified wind loads. (C) Clearances. Certification from the crane or derrick notice engineer that the crane or derrick, in all proposed configurations, including assembly/disassembly or traveling, will clear all site obstructions. (vii) Calculations. The application must be accompanied by the following calculations from the crane or derrick notice engineer, verifying: (A) The stability of the crane if outriggers must be set at asymmetrical positions. Exception: Calculations are not required if an analysis, conducted by a computer program authorized by the crane manufacturer, verifies the stability of the crane. (B) Indicated loads imposed and surcharges. (C) Indicated reaction forces. (D) Any other supporting calculations upon request. (viii) Power lines. When operating near overhead power lines, including during assembly/disassembly or traveling, the crane or derrick notice plan or the assembly/disassembly plan, as applicable, must indicate compliance with the applicable provisions of paragraph (3) of subdivision (s) of this section, and, where applicable, the application must be accompanied by the determination and procedures required by paragraph (3) of subdivision (s) of this section. (ix) Direct and continuing supervision. Where the work will be conducted under the direct and continuing supervision of a master rigger, the application must comply with the provisions of subdivision (f) of 1 RCNY § 104-20. (x) Critical pick. Where a critical pick will be performed in accordance with a plan developed by a master rigger or professional engineer in accordance with Section 3316.9.1 of the New York City Building Code, the application must be accompanied by a letter, acceptable to the commissioner, from the master rigger or engineer affirming there will be compliance with the critical pick plan and on-site verification requirements of Section 3316.9.1 of the New York City Building Code. (3) Approval of the crane or derrick notice application. The crane or derrick notice application will be approved in accordance with the provisions of Article 104 of Chapter 1 of Title 28 of the Administrative Code. (i) Transit authority approval. For a crane or derrick that requires approval of the New York City Transit Authority, no crane or derrick notice application will be approved by the department until a copy of the approval from the Transit Authority has been filed with the department. (ii) Site specific wind analysis for tower cranes. For a tower crane, other than a self-erecting tower crane, no crane or derrick notice application will be approved by the department until the information required by subparagraph (iv) of paragraph (5) of subdivision (d) of this section has been submitted to the department. (4) Phased filings. Information required to be filed with the crane or derrick notice application per paragraph (2) of subdivision (g) of this section may be filed in phases, and approval of the crane or derrick notice application per paragraph (3) of subdivision (g) of this section may be granted in phases, provided all information filed for the phase is complete and covers all aspects of the crane or derrick in such phase. (5) Amendments. See Article 104 of Title 28 of the Administrative Code. (6) Prohibition on arrival at the site. No crane or derrick that requires a certificate of on-site inspection may be present at a site until the department has approved the crane or derrick notice application. Exceptions: 1. Tower crane foundation. Where a tower crane foundation needs to be constructed, the foundation may be installed prior to the approval of a crane or derrick notice application, provided: 1.1. Plans for the tower crane foundation, signed and sealed by the crane or derrick notice engineer, are filed with and accepted by the department prior to the installation of the tower crane foundation. Such plans do not need to reference a specific crane or crane configuration, however, the plans must indicate the dimensions, materials, and bearing value of the foundation, along with anticipated loads imposed and reaction forces of the tower crane on the foundation; 1.2. Special inspection reports for the installed foundation are filed with the department prior to the approval of the crane or derrick notice application; and 1.3. The foundation, as installed, and any subsequent modifications required to account for the specific tower crane to be utilized, is indicated on the crane or derrick notice plans. 2. Tower crane anchor stool and first mast section. The anchor stool and first mast section of a tower crane, other than a self-erecting tower crane, may be installed prior to the approval of a crane or derrick notice application and the crane or derrick device application, provided: 2.1. The anchor stool and first mast section are indicated on the plans filed and accepted under exception 1.1 above; 2.2. An inspection report for the anchor stool and first mast section is accepted by the department prior to their installation; 2.3. A survey report, attesting that the anchor stool and first mast section, as installed, is plumb, is submitted as part of the crane or derrick notice application. Such survey report must be based upon a survey performed by a surveyor who meets the definition of a qualified person, and must be signed and dated as accepted by the licensed rigger who supervised the installation of the anchor stool and first mast section; 2.4. Where a special inspection is required by paragraph (6) of subdivision (k) of this section, the special inspection reports for the foundation are submitted as part of the crane or derrick notice application; 2.5. Where the anchor stool is not provided by the manufacturer of the crane, the crane or derrick notice engineer notes, on the crane or derrick notice plans, his or her acceptance of the anchor stool; and 2.6. The anchor stool and first mast section, as installed, and any subsequent modifications required to account for the specific tower crane to be utilized, is indicated on the crane or derrick notice plans. (7) Issuance, renewal, and continued validity of the certificate of on-site inspection. (i) Issuance of the certificate of on-site inspection. Prior to the initial use at the site of a crane or derrick that requires a certificate of on-site inspection, the crane or derrick must be inspected and tested as required by subparagraphs (i) and (ii) of paragraph (8) below. Upon successful passage of such inspections and tests, and submittal of the inspection report in accordance with subparagraph (iv) of paragraph (8) below, a certificate of on-site inspection is deemed to be issued. (ii) Continued validity of the certificate of on-site inspection for a phase or jump. Where a crane or derrick project includes multiple phases or jumps, the continued validity of the certificate of on-site inspection is contingent upon the crane or derrick passing the inspection and tests required by subparagraphs (i) and (ii) of paragraph (8) below for each phase or jump. Upon successful passage of such inspections and tests, and submittal of the inspection report in accordance with subparagraph (iv) of paragraph (8) below, the certificate of on-site inspection is deemed to cover such phase or jump. Exception: A phase does not include the relocation of a mobile crane to another location at the site, provided such relocation is indicated on the approved crane or derrick notice plans, and provided such relocation does not require the crane to be assembled or disassembled. (iii) Renewal of the certificate of on-site inspection after one year. Where the crane or derrick remains at the site for a period of one (1) year or longer, the continued validity of the certificate of on-site inspection is contingent upon the crane or derrick passing the inspections and tests required by subparagraph (iii) of paragraph (8) below, and submittal of the inspection report in accordance with subparagraph (iv) of paragraph (8) below, at least eleven (11) months but no more than one (1) year following the last inspection performed in accordance with subparagraphs (i) or (ii) above or this subparagraph. (8) Inspections and tests for a certificate of on-site inspection. (i) Inspections and tests required for the issuance of the certificate of on-site inspection and the continued validity of the certificate of on-site inspection for a phase. When required by subparagraphs (i) or (ii) of paragraph (7) of subdivision (g) of this section, the following inspections and tests must be performed. (A) Engineer's inspection. Prior to and following the setup, assembly, erection, jumping, or climbing of a crane or derrick, the crane or derrick notice engineer, or a qualified person employed and supervised by such engineer, must perform an inspection and verify compliance with the approved crane or derrick notice plans, including but not limited to: 1. Ground, subsurface, and site conditions match the approved crane or derrick notice plans; 2. Loads imposed conditions match those as indicated on the approved crane or derrick notice plans; 3. Modifications, including bracing, required for the base building or structure, other structural elements, or to adjacent retaining walls, excavations, or foundations have been completed and are in accordance with the approved crane or derrick notice plans; 4. Concrete elements that will sustain crane or derrick loads, for example, foundations or tie-in floors, have obtained sufficient strength in accordance with the approved crane or derrick notice plans; and 5. The footing, foundation, and supporting elements of the crane or derrick, including but not limited to, ramps, platforms, matting, dunnage, or installed tie-in connections are free from damage or deformation, free from debris and standing water, and are in accordance with the approved crane or derrick notice plans. This inspection may be accomplished by visual observation. Where bolts, anchors, welds, or steel for such items are detailed on such approved plans, this includes verification that such elements are in accordance with the approved plans. Exceptions: 1. The engineer's inspection is not required prior to the installation of a tower crane foundation, anchor stool, or first mast section installed in accordance with the provisions of the exceptions to paragraph (6) of subdivision (g) of this section. 2. The engineer's inspection does not have to include items required inspected by another entity, as indicated in the clauses below. (B) Inspection of bolts, pins, links, and straps. 1. Tower cranes. Where a tower crane was erected, climbed, or jumped, the licensed rigger responsible for supervising such operation must perform an inspection prior to and following such operation and verify that all bolts and pins installed on the tower crane during the course of erection, jumping, or climbing, including during previous such sessions, as well as all tie-in collars, inner bracings or similar reinforcement for the tie-in connection, and ropes or structures supporting the tie-in collar to the tower leg: 1.1. Are in place; 1.2. Are free from damage or deformation. This inspection may be accomplished by visual observation; and 1.3. Meet the requirements and tolerances of the manufacturer and, where applicable, the approved crane or derrick notice plans. Exception: Bolts and pins located beyond the connection point of the tie-in connection to the collar, or below the first mast section. Such bolts and pins must instead be inspected as part of the engineer's inspection per clause (A) above. 2. Self-erecting tower cranes. Following the setup of a self-erecting tower crane, including any subsequent setup operations at the site, a qualified person designated by the equipment user must verify that the pins and interlocks have been placed and set in accordance with the manufacturer specifications. Exception: Where the self-erecting tower crane was set up by or under the direct and continuing supervision of a licensed master or tower crane rigger, such licensed rigger must perform the inspection. 3. All other cranes and derricks. Prior to and following the assembly of a crane or derrick, the assembly/disassembly director must perform an inspection and verify that all bolts, pins, links, and straps installed on the crane or derrick during the setup or assembly, including during previous such sessions: 3.1. Are in place (or, if applicable, removed, e.g. from areas if luffing jib is not to be utilized); 3.2. Are free from damage or deformation. This inspection may be accomplished by visual observation; and 3.3. Meet the requirements and tolerances of the manufacturer and, where applicable, the approved crane or derrick notice plans. Exceptions: 1. Tower cranes and self-erecting tower cranes are subject to the applicable provisions of items numbers 1 or 2 above. 2. For a derrick, bolts, pins, links, and straps located at or beyond the connection point to the base building or structure. Such bolts and pins must instead be inspected as part of the engineer's inspection per clause (A) above. (C) Surveyor's inspection for a tower crane. Following the erection, jumping, or climbing of a tower crane, other than a self-erecting tower crane, a surveyor who meets the definition of a qualified person and who is acceptable to the licensed rigger responsible for climbing or jumping the tower crane must survey the tower crane and verify it is plumb within tolerances specified on the approved crane or derrick notice plans. (D) Pre-operational test, including load test. Following the initial setup, assembly, or erection of a tower crane or a derrick, and following any subsequent setup, assembly, erection, jumping, or climbing that would necessitate a pre-operational test, the crane or derrick must pass a pre-operational test in accordance with the approved pre-operational test procedures submitted with the crane or derrick notice application. The pre-operational test must be witnessed by, and verification that the crane or derrick has passed the test made by either: 1. The crane or derrick notice engineer; 2. A qualified person employed and supervised by such engineer; 3. A qualified person employed by the equipment owner; 4. A qualified person employed by the crane or derrick manufacturer or a manufacturer authorized service center, distributor, or service provider; or 5. A licensed master or tower crane rigger, or, for a derrick, a licensed master rigger or a master rigging foreman. (E) Special inspections. Special inspections must be completed in accordance with paragraph (6) of subdivision (k) of this section. Prior to and following the setup, assembly, erection, jumping, or climbing of a crane or derrick, the crane or derrick notice engineer, or a qualified person employed and supervised by such engineer, must verify required special inspections have been successfully completed. (F) Unassembled inspection. Prior to an assembly/disassembly operation, the assembly/ disassembly director must perform an unassembled inspection to verify that: 1. The components to be installed match those listed on the Certificate of Operation; and 2. Structural components to be installed are free from damage or deformation. This inspection may be accomplished by visual observation. (G) Assembled inspection. Following an assembly/disassembly operation, the assembly/ disassembly director must perform an assembled inspection to verify that: 1. Mechanical, hydraulic, and electrical components of the crane or derrick (e.g. rope reeving system, electrical and hydraulic connections) are properly assembled and connected; and 2. Structural components, except for those inspected as part of the engineer's inspection per clause (A) above, are free from damage or deformation. This inspection may be accomplished by visual observation. (ii) Inspection of tie-in connection to the base building or structure. When required by subparagraphs (i) or (ii) of paragraph (7) of subdivision (g) of this section, the crane or derrick notice engineer, or a qualified person employed and supervised by such engineer, must observe the tie-in installation during the installation of a tie-in connection for a tower crane and verify that the tie-in is connected to the base building or structure in accordance with the approved crane or derrick notice plans. This includes, but is not limited to, the location and size of bolt holes, the condition of the floor slab, the leveling of the tie-in, that bolts and threaded rods have been pre-tensioned, and that specified bolts and plates have been installed. (iii) Inspections and tests required for annual renewal. When required by subparagraph (iii) of paragraph (7) of subdivision (g) of this section, the following inspections and tests must be performed to renew the certificate of on-site inspection. (A) Engineer's inspection. The crane or derrick notice engineer, or a qualified person employed and supervised by such engineer, must perform an inspection and verify: 1. Continued compliance with the approved crane or derrick notice plans, except for those items required to be inspected by another entity, as indicated in the clauses below; and 2. Where a temporary load reduction is utilized per Section 1618 of the New York City Building Code, that the installation complies with the requirements of the approved construction documents for the temporary installation and the action required plan required by Section 1618.3 of the New York City Building Code: 2.1. Is still in effect; 2.2. Has been revised to reflect current conditions of the installation; or 2.3. Is no longer required, as the installation has been retrofitted to comply with the loads for new construction without any reduction. (B) Inspection of bolts, pins, links, and straps. Where the crane or derrick was assembled at the site, a qualified person designated by the equipment user must perform an inspection and verify the applicable items listed in clause (B) of subparagraph (i) of paragraph (8) of subdivision (g) of this section. Exception: For a tower crane that was erected, climbed, or jumped by or under the direct and continuing supervision of a licensed master or tower crane rigger, the inspection must be performed by a licensed master or tower crane rigger, or a master rigging foreman. (C) Surveyor's inspection for a tower crane. For a tower crane, other than a self-erecting tower crane, a surveyor who meets the definition of a qualified person and who is acceptable to the licensed rigger responsible for inspecting the tower crane in accordance with clause (B) above must survey the tower crane and verify it is plumb within tolerances specified on the approved crane or derrick notice plans. (D) Pre-operational test for a derrick, including load test. A derrick must pass a pre-operational test in accordance with the approved pre-operational test procedures submitted with the crane or derrick notice application, or where the approved crane or derrick notice application did not include specifications for the test, in accordance ASME B30.6 (2015 edition) Sections 6-2.2.1 and 6-2.2.2, except that in no case may the weight of the load exceed 100% of the rated capacity of the derrick. The pre-operational test must be witnessed by, and verification that the crane or derrick has passed the test made by either: 1. The crane or derrick notice engineer; 2. A qualified person employed and supervised by such engineer; 3. A qualified person employed by the equipment owner; 4. A qualified person employed by the crane or derrick manufacturer or a manufacturer authorized service center, distributor, or service provider; or 5. A licensed master rigger or a master rigging foreman. (iv) Certificate of on-site inspection report. The results of the applicable inspections and tests required by subparagraphs (i) through (iii) above must be documented in a certificate of on-site inspection report. (A) Content. The report must, at a minimum: 1. Detail the results of the applicable inspections or tests required by subparagraphs (i) through (iii) above, and contain a certification of the results from the individual who performed the inspection; and 2. If the crane or derrick initially failed an inspection or test, including but not limited to a deviation from the approved crane or derrick notice plans, before passing a subsequent inspection or test, this information must be detailed, along with a description of any adjustment, modification, maintenance, repair, or other corrective action taken, including amending the approved crane or derrick notice plans. (B) Signing, dating, and sealing. The certificate of on-site inspection report must be signed and dated by the individuals who performed the inspection or witnessed the test. Where such individual is required to be supervised or authorized by a professional engineer or a licensed rigger, such licensed individual must also sign and date such sections of the report, and for a professional engineer, affix his or her seal to such sections of the report. (C) Submitting and maintaining reports. After the crane or derrick successfully passes the inspections and tests required by subparagraphs (i) through (iii) above, the certificate of on-site inspection report must be submitted to the department. (v) Reporting a failed inspection or test. If the crane or derrick fails an inspection or test required by subparagraphs (i) through (iii) above, and the condition that led to the failure is not corrected by the end of the inspection or test, such condition must be reported to the department at the conclusion of the inspection or test. Exception: Issues that pose an immediate hazard to the safety of the public or property must immediately be reported to the department. (9) Deviation from approved plans. Where deviations from the approved crane or derrick notice plans are identified, the crane or derrick may not operate until it is brought into compliance with the approved plans, or an amendment to the crane or derrick notice plans to reflect conditions at the site has been approved by the department. (10) Suspension or revocation of a certificate of on-site inspection. The department may suspend or revoke a certificate of on-site inspection in accordance with the provisions of § 28-105.10 of the New York City Administrative Code. (11) United States customary units. All calculations and measurements submitted as part of a crane or derrick notice application, amendment, inspection or test report, or similar documentation, must be in United States customary units. (12) Conformance with the Building Code. All loads, material strengths, and calculations provided or utilized in connection with the crane or derrick notice application, or an amendment to such application, must be in accordance with the New York City Building Code. Exception: Loads, material strengths, and calculations provided by the manufacturer of the crane or derrick. (13) Peer review. Peer reviews for crane or derrick notice applications must be in accordance with the requirements of subparagraphs (i) through (xiii) below. (i) Peer review required. A crane or derrick notice application is subject to a peer review when the crane or derrick notice application proposes any one of the following: (A) The use of a mobile crane with a boom, including jibs and any other extensions to the boom, equal to or greater than 300 feet (91.44 m) in length. (B) The use of a mobile crane in a configuration where the manufacturer requires, at a wind speed of 20 mph (32.19 kph) or less (sustained or gust): 1. The boom or boom/jib combination to be laid down; 2. The boom or boom/jib combination to be placed in a jackknife position; or 3. Other special protective measures to be implemented. (C) The placement of a mobile crane with a maximum manufacturer rated capacity in excess of 10 tons (9.07 metric tons) on any elevation of a building above grade. In addition, where other out of the ordinary or complex loading, load paths, configurations, operations, or site conditions exist, or where the crane application requires coordination among city agencies, the commissioner may require peer review. (ii) Peer reviewer. The peer review must be performed by a qualified and independent New York State professional engineer who has been retained by or on behalf of the equipment user. (A) Peer reviewer to be acceptable to crane or derrick notice engineer. The peer reviewer's qualifications must be acceptable to the crane or derrick notice engineer. (B) Department reserves right to reject peer reviewer. The department reserves the right to reject a peer reviewer on the grounds of lack of qualification or independence. (iii) Responsibility of crane or derrick notice engineer. The crane or derrick notice engineer retains sole responsibility for the crane or derrick design indicated on the submitted crane or derrick notice application. The activities and reports of the peer reviewer do not relieve the crane or derrick notice engineer of any responsibility for the crane or derrick design indicated on the submitted crane or derrick application. (iv) Standard of care for of peer reviewer. The standard of care to which the peer reviewer must be held in the performance of the peer review and report must be equal to the level of skill and care required to prepare and submit the crane or derrick notice application. (v) Scope of the peer review. The peer reviewer must perform an independent review and analysis of the crane or derrick design indicated on the submitted crane or derrick notice application to confirm the design is in general conformance with New York City Codes, rules, and regulations for cranes and derricks. The review and analysis to determine general conformance shall include but not be limited to the following: (A) Confirm that drawings are complete, existing conditions and base building construction loading have been accurately represented on the drawings, and that any structures including, but not limited to, vaults, adjacent buildings, overhead wires, transit structures, and utilities are accurately represented on the drawings. (B) Confirm that approved load charts have been included and maximum picks represented correctly. (C) Where applicable, review the project's geotechnical report design recommendations and inspection reports to determine that appropriate design criteria for dunnage or foundations has been utilized. If no design criteria have been specified on the crane or derrick notice application design drawings, the peer reviewer must state any assumptions or criteria utilized in the analysis of the crane or derrick notice application design. (D) Confirm the assembly/disassembly plan is complete, specific to the configurations shown in the crane or derrick notice application, and able to be fully implemented based upon site conditions. (E) Confirm the wind action plan is complete, specific to the configurations shown in the crane or derrick notice application, and able to be fully implemented based upon site conditions. (F) Where applicable, confirm that complete pre-operational test procedures, including load test procedures, are included. (G) Confirm that the crane or derrick has a complete load path into the base building structure or ground. (H) Perform independent calculations for all structural members, connections and systems included in the load path determined in item vii above and verify the foundation and structural elements' ability to support the crane or derrick loads. (I) Other items required by the commissioner. (vi) Design criteria and assumptions not shown. If the design criteria and design assumptions are not shown on the crane or derrick notice application drawings or in the computations, the crane or derrick notice engineer must provide a statement of these criteria and assumptions to the peer reviewer. In addition, the crane or derrick notice engineer must provide other information and/or calculations if requested by the peer reviewer. (vii) Peer review report. The peer reviewer must submit a report to the department stating his or her opinion regarding the design of the crane or derrick proposed in the crane or derrick notice application and detailing whether or not the crane or derrick design indicated on the submitted crane or derrick notice application is in general conformance with New York City Codes, rules, and regulations for cranes and derricks. The determination of general conformance shall be based upon the review and analysis performed in accordance with subparagraph (v) of this paragraph. (A) Report contents. The peer review report must, at a minimum, contain the following information: 1. Confirmation that the crane or derrick notice application: A. Complies with each of the items listed in subparagraph (v) of this paragraph. B. All design loads and their combinations are adequate and compliant with New York City codes, rules, and regulations for cranes and derricks and specific project conditions. C. The crane and its supporting elements can safely sustain the design loads. 2. In the introduction to the peer review report, the peer reviewer must list his or her qualifications and include a statement that he or she is independent from the crane or derrick notice engineer. 3. All calculations, specific conclusions and results of verification calculations performed by the peer reviewer. 4. A listing of all drawings and reports used in verification (including revision numbers and dates). Where the peer reviewer relied upon reports or data prepared by others, including but not limited reports by specialty consultants (e.g. geotechnical reports), or reports prepared by the crane or derrick manufacturer, the reliance must be disclosed in the peer review report. Such reports or data must be maintained by the peer reviewer for a minimum of six years after the date of project completion, and must be provided to the department upon request. (B) Conclusions. The peer review report must provide a clear conclusion either: 1. Accepting that the crane or derrick design indicated on the submitted crane or derrick notice application is in general conformance with New York City Codes, rules, and regulations for cranes and derricks; or 2. Rejecting the design. (C) Positive statements to be unequivocal. Positive evaluations with conclusions that contain exceptions will not be accepted by the department. (D) Basis of report. The peer review report must be based on and reference only the set of documents submitted to the department with the crane or derrick notice application; all drawings and the latest revision dates must be clearly enumerated in the peer review report. (E) Changes to be enumerated. Peer review reports must enumerate the changes, if any, made by the crane or derrick notice engineer as a result of discussions following an initial structural peer review evaluation. (F) Cover statement. The peer review report must include a cover letter provided by the department and completed by the peer reviewer. (G) Signed and sealed. The peer review report and cover statement must be signed and sealed by the peer reviewer. (vii) Copy to be provided to equipment user. The peer reviewer must provide a copy of submitted peer review reports and cover statements to the equipment user. (viii) [Reserved.] (ix) Phased submission. If the crane or derrick notice application is to be submitted in phases, the peer review and report must be phased. The crane or derrick notice engineer must provide the peer reviewer with sufficient information to make a peer review of the phased submission. The phased peer review report submission must cover the documents submitted for that phase, and must be without any exclusion that would make the review incomplete. (x) Log of discussions. The peer reviewer must keep a log of any discussions with the crane or derrick notice engineer. The log must be made available to the commissioner upon request. (xi) Modifications to the design. Amendments to the crane or derrick notice application that include changes that substantially modify the basis of the peer review evaluation will not be approved by the department until an amended peer review report and cover statement is submitted to the department by the peer reviewer. The report must provide a statement of acceptance that the design indicated in the amended crane or derrick notice application is in general conformance with New York City codes, rules, and regulations for cranes and derricks. It is the responsibility of the crane or derrick notice engineer to clearly identify on the plans the changes that are substantial and to notify the peer reviewer of any such changes. (xii) Disputes. When a dispute arises between the crane or derrick notice engineer and the peer reviewer regarding compliance with New York City Codes, rules, or regulations for cranes and derricks, and which cannot be resolved by the parties, the dispute must be reported to the department in the form of a letter from the crane or derrick notice engineer. (xiii) Changes in designated peer reviewer. The peer reviewer cannot be changed without the express consent of the department. The current peer reviewer must submit a written request for withdrawal to the department detailing the reason for the withdrawal request and a report of the peer review findings to date. (14) Special requirements for rotating telehandlers and articulating boom cranes. This paragraph sets forth additional requirements for rotating telehandlers and for articulating boom cranes attached to a commercial truck chassis. (i) Certificate of on-site inspection required. A certificate of on-site inspection is required for the use of a rotating telehandler, or for the use of an articulating boom crane attached to a commercial truck chassis, at any site where at least one of the following occurs: 1. The boom, including jibs and any other extensions to the boom, exceeds 135 feet (41.15 m) in length; 2. The rotating telehandler or articulating boom crane raises a load to a height of more than 100 feet (30.48 m); 3. The rotating telehandler or articulating boom crane is set up on a steel platform, excluding mats or dunnage at the street or ground level; or 4. The rotating telehandler or articulating boom crane has a manufacturer’s rated capacity in excess of 50 tons (45.36 t). Exception: Uses exempted from a certificate of on-site inspection by Sections 3316.1, 3319.1, or 3319.3 of the New York City Building Code or subdivision (c) of this section. This includes but is not limited to rotating telehandlers when configured as excavating or earth-moving equipment, drilling equipment, tree trimming equipment, demolition grapplers, or aerial work platforms, provided all the conditions and restrictions in the applicable exemption are met. A rotating telehandler equipped with forks is not considered to be a powered industrial truck (forklift). (ii) Permit required. Provided the rotating telehandler or articulating boom crane does not otherwise require a certificate of on-site inspection pursuant to subparagraph (i) of this paragraph, a temporary construction equipment permit is required for the use of a rotating telehandler at a site for which a construction superintendent is required, and for the use of an articulating boom crane attached to a commercial truck chassis at a site for which a construction superintendent is required. Exceptions: 1. Uses exempted from a certificate of on-site inspection by Sections 3316.1, 3319.1, or 3319.3 of the New York City Building Code or subdivision (c) of this section. This includes but is not limited to rotating telehandlers when configured as excavating or earth-moving equipment, drilling equipment, tree trimming equipment, demolition grapplers, or aerial work platforms, provided all the conditions and restrictions in the applicable exemption are met. A rotating telehandler equipped with forks is not considered to be a powered industrial truck (forklift). 2. At a major building site requiring a construction superintendent where the site safety plan for the project is filed before January 1, 2028, or at a non-major building site requiring a construction superintendent where the application for construction document or demolition submittal document approval for the underlying project is submitted before January 1, 2028, a temporary construction equipment permit is not required to perform any of the following activities: 2.1. Install / remove HVAC, electrical, plumbing, telecom, or similar equipment, and supporting dunnage, to/from a roof, setback, or other location exterior to a building. 2.2. Install / remove foundation or support of excavation elements, provided the rotating telehandler or articulating boom crane is set up and operated exclusively within the confines of the excavation or foundation. 2.3. Pick and carry material or equipment, provided the material or equipment is not raised more than 12 feet (3658 mm) during the picking and carrying operation and the area of the picking and carrying operation is temporarily or permanently closed to the public during the operation. 2.4. A one-off delivery / removal of material or equipment to/from one truck / trailer, provided that the material or equipment is not arranged by the rotating telehandler or articulating boom crane in a particular sequence for hoisting, with all loads promptly deposited and not held, supported, nor stabilized by the rotating telehandler or articulating boom crane while the load is being installed, uninstalled, or braced, including but not limited to holding the load in place while it is bolted or affixed to a structure, and further provided that when the rotating telehandler or articulating boom crane is located outside of the property line of the site, that the rotating telehandler or articulating boom crane does not remain outside of the site beyond the time necessary to perform the delivery / removal operation. (iii) Scope of temporary construction equipment permit. A temporary construction equipment permit for a rotating telehandler or an articulating boom crane attached to a commercial truck chassis crane can be applicable to multiple pieces of equipment, multiple makes and models of equipment, and multiple setups and setup locations, provided the use of the equipment is under the control of the permit holder. For a permit issued to an equipment owner or vendor, control means the equipment is owned or leased by such owner or vendor. For a permit issued to a contractor, control means the equipment is used to advance the work of the contractor at the site, including that of any sub-contractor engaged by the contractor. A permit may only be for articulating boom cranes, or only for rotating telehandlers, and not both. Separate permits are required when articulating boom cranes and rotating telehandlers are both used at the site. (iv) Content of construction documents. Construction documents filed for a temporary construction equipment permit for a rotating telehandler or an articulating boom crane attached to a commercial truck chassis must clearly indicate acceptable makes and models of equipment, and must also clearly detail equipment setup locations, swing and lifting radius, and pertinent obstacles, restrictions, and site features. (v) Permit made available to operator. The permit holder for the temporary construction equipment permit must provide a copy of the permit and construction documents to the operator of the rotating telehandler or articulating boom crane prior to the operator setting up or using the telehandler or crane at the site. (vi) Other uses. Neither a certificate of on-site inspection, nor a temporary construction equipment permit, is required for the use of a rotating telehandler, or for the use of an articulating boom crane attached to a commercial truck chassis, unless specifically required by subparagraphs (i) or (ii) of this paragraph. (vii) Requirements of other agencies. The requirements for, and exemptions from, a certificate of on-site inspection or temporary construction equipment permit do not alleviate the need to comply with the permit requirements of other agencies, including but not limited to those of the New York City Department of Transportation as referenced in paragraph (7) of subdivision (s) of this section. (h) Crane or derrick log. For a crane or derrick that requires a certificate of on-site inspection, or that is used under the direct and continuing supervision of a licensed master rigger, the equipment user must maintain, for the duration of the job, a crane or derrick log. The log may be maintained in an electronic format acceptable to the commissioner. The log must, at a minimum, contain the following information: (1) Equipment user custody of the crane or derrick, as evidenced by an entry noting the corporate name of the equipment user and the date and time the equipment user takes or relinquishes custody over the crane or derrick. Such entry must be signed and dated by an authorized representative of the equipment user; (2) Records of inspections required by paragraphs (1) and (2) of subdivision (k) of this section. Such records must be signed and dated by the hoisting machine operator who performed the inspection; (3) The meeting log for the erection, climbing, jumping, or dismantling of a tower crane required by Section 3319.8.6 of the New York City Building Code; (4) The date and time of pre-shift meetings held in accordance with 1 RCNY § 3319-02(j), along with the names, titles, and company affiliations of those who participated in the meeting; and (5) The assembly/disassembly director for the assembly/ disassembly operation, as evidenced by an entry noting the name and contact information of the assembly/disassembly director. Such entry must be signed and dated by the assembly/disassembly director. If the assembly/disassembly director changes prior to the completion of the operation, this must be noted in the log, with the name and contact information of the new assembly/disassembly director entered, signed and dated by the new assembly/disassembly director. (i) Personnel. (1) Operators. Operators of cranes and derricks must be licensed in accordance with Article 405 of Chapter 4 of Title 28 of the Administrative Code. Exceptions: 1. Operators exempted by Article 405 of Chapter 4 of Title 28 of the Administrative Code. 2. Operators of equipment exempted by Sections 3316.1 or 3319.1 of the New York City Building Code. This includes but is not limited to rotating telehandlers when configured as excavating or earth-moving equipment, drilling equipment, tree trimming equipment, demolition grapplers, or aerial work platforms, provided all the conditions and restrictions in the applicable exemption are met. A rotating telehandler equipped with forks is not considered to be a powered industrial truck (forklift). 3. Learners in the presence of and under the direct supervision of a licensed operator in accordance with 1 RCNY § 104-23. 4. Operators of cranes described in exceptions 3 and 4 of Section 3319.3 of the New York City Building Code, provided the crane is used in connection with the installation or maintenance of street lighting or public utility overhead power distribution systems. 5. On or before November 6, 2024, operators of a mobile crane that has a boom length of 135 feet (41.15 m) or less, and that is utilized at the site to exclusively to: 5.1. Install, adjust, maintain, repair, or remove a sidewalk shed; or 5.2. Install or dismantle the initial level of a single or dual cab hoist, provided: 5.2.1. Such installation or dismantling is limited to the hoist cars, counterweights, and initial mast sections needed for the car; 5.2.2. Car or motor components to be hoisted are equipped with lifting lugs; and 5.2.3. No object is hoisted more than 20 feet (6.1 m) above the bed of the delivery truck during such installation or dismantling operation. 6. Operators of dedicated pile drivers, provided that such operator possesses a valid certification for the operation of the pile driver issued by an organization acceptable to the commissioner and accredited by the National Commission for Certifying Agencies (NCCA) or the American National Standards Institute (ANSI). 7. On or before November 6, 2024, operators of mobile cranes with telescoping or hydraulic booms, including jibs and any other extensions to the boom, not exceeding 50 feet (15.24 m) in length with a manufacturer's rated capacity of 3 tons (2.72 t) or less, provided: 7.1. The work does not meet the definition of a critical pick as set forth in Section 202 of the Building Code; 7.2. The work is not related to steel erection; and 7.3. The operator holds a valid certification for the operation of the crane, acceptable to the commissioner, issued by the manufacturer of the crane for the specific make and model of crane to be operated; or 7.4. The operator holds a valid certification for the operation of a mini crane issued by an organization acceptable to the commissioner and accredited by the National Commission for Certifying Agencies (NCCA) or the American National Standards Institute (ANSI). 8. On or before November 6, 2024, operators of articulating boom cranes that do not have an integral hoisting mechanism, and that are used exclusively for loading and unloading of trucks or trailers, provided that the length of boom does not exceed 135 feet (41.15 m) and that any material transported thereon shall not be raised more than 100 feet (30.48 m) in the unloading process. 9. On or before November 6, 2024, operators of telehandlers, provided the telehandler is not equipped with a hoisting mechanism. 10. Operators of wheel mounted non-rotating ("fixed") telehandlers with a telescoping boom, including jibs and any other extensions to the boom, not exceeding 200 feet (60.96 m) in length and with a manufacturer's rated capacity of 50 tons (45.36 t) or less, and not equipped with a hoisting mechanism. However, where such telehandler is configured with a hook attachment, jib attachment, concrete bucket attachment, or a vacuum or magnetic lifting attachment, or otherwise moves a suspended load, the operator must possess on and after November 7, 2024 a certification from the National Commission for the Certification of Crane Operators ("NCCCO") for the operation of such telehandler. However, even if otherwise required by this provision, a license or certification is not required for the operator of a wheel mounted non-rotating ("fixed") telehandler when the operation or configuration of the telehandler meets another exemption in this paragraph for a crane or telehandler. 11. Operators of mobile cranes described in exception number 3 of Section 3319.3 of the New York City Building Code, where such operators are employees of the New York City Department of Environmental Protection (“DEP”) performing work in connection with DEP’s installation, maintenance, or removal of water or sewer infrastructure, and maintenance of stormwater infrastructure and coastal protection systems. 12. Operators who submitted an application for a Limited Hoisting Machine Operator license for an articulating boom crane, mini crane, or telehandler on or before November 6, 2024, may continue to operate equipment within the scope of the application until their application is processed and a decision made by the department to approve or deny such application. (2) Rigging supervisor. Rigging work must be supervised in accordance with Section 3316.9.1 of the New York City Building Code, and where required, riggers must be licensed in accordance with Chapter 4 of Title 28 of the New York City Administrative Code. (3) Rigging crew. Members of the rigging crew, including signalpersons, must be trained or certified in accordance with Section 3316.9.2 of the New York City Building Code, or must work under the direct and continuing supervision of a licensed rigger. (4) Lift director. Where a lift director is designated, the lift director will possess the responsibility and authority as indicated in 1 RCNY § 3319-02. (5) Flagpersons and pedestrian traffic managers. Flagpersons and pedestrian traffic managers must meet the requirements of the Department of Transportation. (6) Assembly/disassembly director. No crane or derrick that requires a certificate of on-site inspection may be assembled or disassembled unless an assembly/disassembly director provides continuous, onsite supervision of such assembly/ disassembly operation, and ensures compliance with the approved assembly/disassembly plan, and as applicable, relevant rigging plans. (i) Designation and qualifications. The assembly/ disassembly director must be designated by the equipment user and must be a person who meets the criteria for both a competent person and a qualified person, or a competent person who is assisted by one or more qualified persons; where the assembly/ disassembly operation is to be supervised by a licensed master or tower crane rigger or a master rigging foreman, such licensee or foreman must be designated as the assembly/disassembly director. (ii) Training and licensing. Where the assembly/ disassembly operation involves the hoisting or lowering of articles, the assembly/disassembly director must either be a licensed master or tower crane rigger, a master rigging foreman, be trained or certified as a rigging supervisor in accordance with Section 3316.9.2 of the New York City Building Code, or have completed the training requirements of Section 3319.10 of the New York City Building Code. Exception: For the erection, jumping, climbing, or dismantling of a tower crane, the assembly/ disassembly director must be the licensed master or tower crane rigger who is supervising the erection, jumping, climbing, or dismantling work; such licensed rigger must be trained in accordance with Section 3319.10 of the New York City Building Code. (iii) Review of the assembly/disassembly plan. The assembly/disassembly director must review the approved assembly/disassembly plan, and as applicable, relevant rigging plans, immediately prior to the commencement of the assembly/disassembly operation. It is the responsibility of the equipment user to verify that the assembly/disassembly director has reviewed the materials, as required above. (7) Assembly/disassembly crew. Before beginning assembly/ disassembly operations for a crane or derrick that requires a certificate of on-site inspection, the assembly/disassembly director must ensure that all members of the assembly/ disassembly crew, including signalpersons, understand their tasks and hazards associated with their tasks. Where the assembly/disassembly operation involves the hoisting or lowering of articles, the individuals who attach or detach articles from the hook of hoisting equipment utilized in conjunction with the assembly/disassembly operation, and signalpersons, must either be trained or certified as a rigging crew member in accordance with Section 3316.9.2 of the New York City Building Code, or have completed the training requirements of Section 3319.10 of the New York City Building Code. Exception: Individuals who erect, jump, climb, or dismantle a tower crane must be trained in accordance with Section 3319.10 of the New York City Building Code. (8) Specialty crews. Notwithstanding the foregoing, specialty crews must comply with the requirements of 1 RCNY § 104-20. (j) [Reserved.] (k) Inspections. Cranes and derricks must be inspected in accordance with the following. (1) Frequent inspection. Prior to each shift the hoisting machine operator must perform a frequent inspection. (i) Inspection items. The frequent inspection must include a check of the following: (A) Mobile cranes and dedicated pile drivers, other than articulating boom cranes. For mobile cranes and dedicated pile drivers, other than articulating boom cranes: 1. Items (a) - (c), (e) and (g) - (j) of Section 5-2.1.2 of ASME B30.5 (2014 edition); 2. Safety devices and operational aids for malfunction; 3. Attachments for damage or deformation. This inspection may be accomplished by observation from the ground without lowering the boom unless deficiencies are suspected; 4. Ground conditions around the equipment for proper support, including ground settling under and around outriggers/ stabilizers and supporting foundations, ground water accumulation, or similar conditions; 5. The equipment for level position within the tolerances specified in the approved crane or derrick notice plans, or, where plans are not required, by the equipment manufacturer's recommendations. This inspection must be performed both before each shift and after each move and setup; 6. Operator cab windows for significant cracks, breaks, or other deficiencies that would hamper the operator's view; 7. For a dedicated pile driver, pile driving rig for cracks, damage, deformation, or excessive wear; 8. For a friction crane, deterioration or leakage in air systems; and 9. For a friction crane, hoist brakes, clutches, and operating levers for proper functioning. (B) Tower cranes, other than a self-erecting tower crane. For a tower crane, other than a self-erecting tower crane: 1. Items (a) – (h) and (j) – (l) of Section 3-2.1.3 of ASME B30.3 (2016 edition); and 2. Operator cab windows for significant cracks, breaks, or other deficiencies that would hamper the operator's view. (C) Derricks. For a derrick, items (a) – (e) and (g) – (i) of Section 6-2.1.2 of ASME B30.6 (2015 edition). (D) Articulating boom cranes. For an articulating boom crane: 1. Items (a) – (d) and (f) – (l) of Section 22-2.1.3 of ASME B30.22 (2016 edition); and 2. Items 3 through 6 in clause (A) above. (E) Self-erecting tower cranes. For a self-erecting tower crane: 1. Items 1-4, 6-7, and 9 of Section 29-2.1.3(b) of ASME B30.29 (2012 edition); 2. Items 3 through 6 in clause (A) above; 3. Structural members for damage or deformation. This inspection may be accomplished by observation from the ground without lowering the mast/boom unless deficiencies are suspected; and 4. Rope reeving for compliance with crane manufacturer's specifications. (ii) Record of inspection. Where the crane or derrick requires a certificate of on-site inspection, at the conclusion of the inspection, the hoisting machine operator must record the results of the inspection in the crane or derrick log required by subdivision (h) of this section. Any deficiencies must be clearly noted. (iii) Defects. Any defects revealed by the inspection must be corrected. Where such defects constitute a safety hazard, the crane or derrick cannot be operated until such defects are corrected. (2) Parking/securing inspection. The hoisting machine operator must perform a parking/securing inspection at the end of the shift, including the end of an assembly/disassembly operation where the crane or derrick will not immediately begin operation, and any other time the crane or derrick is taken out of service and parked or secured, including but not limited due to inclement weather. Exceptions: 1. When the crane or derrick is removed from the site. 2. When the telescopic or articulating boom is fully retracted. 3. When the self-erecting tower crane has been fully broken down. (i) Inspection items. The inspection must verify that the crane or derrick is in a proper out of service configuration for occurring and forecasted winds and weather conditions, and its controls have been secured. (ii) Record of inspection. Where the crane or derrick requires a certificate of on-site inspection, at the conclusion of the inspection, the hoisting machine operator must record the following information in the crane or derrick log required by subdivision (h) of this section: (A) The out of service configuration in which the crane was left (e.g. boomed up with boom and jib angles specified, boom or boom/jib combination laid down, boom or boom/jib combination jackknifed, or other special protective measures implemented); (B) A reference to the approved wind action plan drawing, or, where such a plan is not required, the page of the manufacturer's manual that specifies the indicated out of service configuration; and (C) The maximum wind speed allowed for such configuration as indicated in the approved wind action plan, or, where such a plan is not required, the manufacturer's manual. (3) Periodic inspection. A periodic inspection of the crane or derrick must be performed at one to twelve month intervals, or as specifically recommended by the manufacturer, depending upon its activity, severity of service, and environment. (i) Inspection items. At a minimum, the periodic inspection must include a check of all of the items listed for a frequent inspection by paragraph (1) above, and a check for the following: (A) Deformed, cracked or corroded members in the crane or derrick structure and boom. (B) Loose bolts or rivets. (C) Cracked or worn sheaves and drums. (D) Worn, cracked or distorted parts such as pins, bearings, shafts, gears, rollers and locking devices. (E) Excessive wear on brake and clutch system parts, linings, pawls and ratchets. (F) Load, boom angle and other indicators over their full range, for any significant inaccuracies. (G) Gasoline, diesel, electric or other power plants for improper performance or non-compliance with safety requirements. (H) Excessive wear of chain drive sprockets and excessive chain stretch. (I) Crane or derrick hooks. Magnetic particle or other suitable crack detecting inspection should be performed at least once each year by an approved inspection agency retained by the owner. Certified inspection reports are to be made available to the department upon request. (J) Travel steering, braking and locking devices, for malfunction. (K) Excessively worn or damaged tires. (L) Derrick gudgeon pin for cracks, wear and distortion each time the derrick is to be erected. (M) Foundation or supports must be inspected for continued ability to sustain the imposed loads. (ii) Defects. Any defects revealed by inspection must be corrected. Where such defects constitute a safety hazard the crane or derrick must not be operated until such defects are corrected. (4) Cranes and derricks not in regular use. (i) Where a crane or derrick has been idle for one month or more, but less than six months, the equipment owner must perform an inspection that meets the requirements of paragraph (1) of this subdivision and subparagraph (i) of paragraph (1) of subdivision (m) of this section (a "frequent inspection" for the crane or derrick and for the ropes) before submitting an application for a certificate of on-site inspection in accordance with Section 3319.6 of the New York City Building Code. (ii) Where a crane or derrick has been idle for six months or longer, the equipment owner must perform an inspection that meets the requirements of paragraph (3) of this subdivision and subparagraph (ii) of paragraph (1) of subdivision (m) of this section (a "periodic inspection" for the crane or derrick and for the ropes) before submitting an application for a certificate of on-site inspection in accordance with Section 3319.6 of the New York City Building Code. (5) Inspections for a certificate of on-site inspection. See paragraph (8) of subdivision (g) of this section. (6) Special inspections. Special inspections for cranes and derricks, as well as special inspectors and special inspection agencies must meet the requirements of Chapter 1 of Title 28 of the Administrative Code, Chapter 17 of the New York City Building Code, and any rules thereunder promulgated by the commissioner. (i) Special inspection required. The following special inspections are required for cranes and derricks: (A) Inspection of fabricated steel. Fabricated steel, including welds made at the fabricators facility, must be in accordance with Section 1704.2 of the New York City Building Code. Exceptions: 1. Steel fabricated by the manufacturer of the crane or derrick, or an entity authorized by the manufacturer. 2. Fabricated steel for which the shop drawings for the steel are signed, sealed, and stamped as reviewed by the crane or derrick notice engineer, and such shop drawings are kept at the site and made available to the commissioner upon request. (B) Tower crane foundations. Foundations for a tower crane are subject to the following types of special inspection, as applicable: 1. Steel welding of field welds; 2. Structural steel high strength bolts, except for those provided or authorized by the crane manufacturer; 3. Concrete construction; 4. Subsurface conditions; and 5. Deep foundations. (C) Modifications to the base building or structure, other structural elements, or to adjacent retaining walls, excavations, or foundations. Modifications to the base building or structure, other structural elements, or to adjacent retaining walls, excavations, or foundations, including but not limited to reinforcing provided to sustain tie-in connection loads, are subject to the following types of special inspection, as applicable: 1. Steel welding of field welds; 2. Structural steel high strength bolts; 3. Concrete construction; 4. Subsurface conditions; 5. Deep foundations; and 6. Excavations. (D) Platforms, dunnage, or ramps. Platforms, dunnage, or ramps that support a crane or derrick, and connections between such platform, dunnage, or ramp and the base building or structure are subject to the following types of special inspection, as applicable: 1. Steel welding of field welds; 2. Structural steel high strength bolts; and 3. Concrete construction. (ii) Concrete placement less than 50 cubic yards. Concrete special inspections are required even if the total concrete placement on the given project is less than 50 cubic yards (38 m3). (iii) Permanent elements. Special inspection of items listed in subparagraph (i) above and that will remain as permanent construction with the base building or structure, including but not limited to tower crane foundations and rebar embedded in floors, must be performed by the special inspector for the base building or structure. (iv) Providing copies of records to the crane or derrick notice engineer. The special inspector must provide all documentation relating to the special inspection, including but not limited to documentation of the inspection results, to the crane or derrick notice engineer upon request by such engineer. (l) Maintenance of Cranes and Derricks. (1) Preventive maintenance. (i) A preventive maintenance program based on the crane or derrick manufacturer's recommendations shall be established. Dated and detailed records shall be readily available to the department. (ii) It is recommended that replacement parts be obtained from the original equipment manufacturer. (2) Maintenance procedure. (i) Before adjustments and repairs are started on a crane or derrick, the following precautions shall be taken as applicable: (A) Crane or derrick placed or arranged where it will cause the least interference with other equipment or operations in the area. (B) All controls at the "off " positions. (C) Starting means rendered inoperative. (D) Warning or "out of order" signs placed on the crane or derrick and hoist. (E) Power plant stopped or disconnected at take-off. (F) Boom lowered to the ground if possible or otherwise secured against dropping. (G) Lower load block lowered to the ground or otherwise secured against dropping. (ii) After adjustment and repairs have been made, the crane or derrick shall not be operated until all guards have been reinstalled, safety devices reactivated and maintenance equipment removed. (3) Adjustments and Repairs. (i) Any unsafe conditions disclosed by the inspection requirements of subdivision (k) of this section shall be corrected before operation of the crane or derrick is resumed. Adjustments and repairs shall be done only by a competent person. (ii) Adjustments shall be maintained to assure correct functioning of components. The following are examples: (A) All functional operating mechanisms. (B) Safety devices. (C) Control systems. (D) Power plants. (E) Tie downs or anchorages. (F) Signal system. (G) Guys. (iii) Repairs or replacements shall be provided promptly as needed for safe operation. The following are examples: (A) All critical parts of functional operating mechanisms which are cracked, broken, corroded, bent or excessively worn. (B) All critical parts of the crane or derrick structure which are cracked, bent, broken or excessively corroded. (C) Crane or derrick hooks showing defects described in 15.3.5 shall be discarded. Repairs by welding or reshaping are not acceptable unless written approval of the department is obtained. (D) Pitted or burned electrical contacts should be corrected only by replacement and in sets. Controller parts should be lubricated as recommended by the manufacturer. (iv) All replacement parts or repairs shall have at least the original safety factor and be in accordance with the specifications of the manufacturer. Approval of the department shall be required for the replacement or repair of main structural members as listed below, for which no fee will be required: (A) Boom or mast; (B) Jib or extensions; (C) Gantries; (D) Counterweight supports and attachments; (E) Rope; and (F) Overturning stability. Exception: Only clauses (A), (B) and (E) above apply to derricks. (4) Lubrication of Cranes and Derricks. (i) All moving parts of the crane or derrick and hoist for which lubrication is specified, including rope and chain, shall be regularly lubricated. Lubricating systems shall be checked for proper delivery of lubricant. Particular care should be taken to follow manufacturer's recommendations as to point and frequency of lubrication, maintenance of lubricant levels and types of lubricants to be used. Lubrication shall be performed under the supervision of the crane operator, oiler or maintenance engineer. (ii) Machinery shall be stationary while lubricants are being applied and protection provided as called for in clauses (B) through (E) of subparagraph (i) of paragraph (2) of subdivision (1) of this section inclusive, unless such machinery is equipped for automatic lubrication. (m) Rope Inspection, Replacement and Maintenance by Owner for Cranes and Derricks. (1) Rope Inspection. (i) Frequent Inspection. (A) All ropes in continuous service shall be visually inspected once every working day. A visual inspection shall consist of observation of all rope that can reasonably be expected to be in use during the day's operation. This visual inspection shall be directed towards discovering gross damage that may be an immediate hazard, including the following: 1. Distortion of the rope such as kinking, crushing, unstranding, birdcaging, main strand displacement, or core protrusion. Loss of rope diameter in a short rope length or unevenness of outer strands should provide evidence that the rope or ropes must be replaced. 2. General corrosion 3. Broken or cut strands 4. Number, distribution and type of visible broken wires (See subparagraph (ii) of paragraph (2) of subdivision (m) of this section for further guidance) 5. Core failure in rotation-resistant ropes. When such damage is discovered, the rope shall be either removed from service or given an inspection as detailed in subparagraph (ii) of paragraph (1) of subdivision (m) of this section. (B) Care shall be taken when inspecting sections of rapid deterioration such as flange points, crossover points, and repetitive pickup points. (C) Care shall be taken when inspecting the following types of rope: 1. Rotation-resistant rope. 2. Boom hoist rope. (ii) Periodic Inspection. (A) There shall be periodic inspections performed at least annually. The inspection frequency shall be determined by a qualified person and shall be based on such factors as expected rope life as determined by experience on the particular installation or similar installations, severity of the environment, percentage of capacity lifts, frequency rates of operation, and exposure to shock loads. Inspections need not be at equal calendar intervals and should be more frequent as the rope approaches the end of its useful life. (B) In the event a periodic inspection is not feasible within a 12-month period due to existing set-up and configuration of the equipment or due to site conditions, such periodic inspection shall be performed as soon as it becomes feasible but no longer than an additional 6 months for running ropes and, for standing ropes, at the time of disassembly. Written notification and approval of the commissioner must be obtained prior to extending the use of the rope beyond the 12-month inspection period. (C) Periodic inspections shall be performed by a qualified person. This inspection shall cover the entire length of rope. Only the surface wires of the rope shall be inspected. Any deterioration resulting in an appreciable loss of original strength shall be noted and determination made as to whether further use of the rope would constitute a hazard. The periodic inspection shall include examination of the following: 1. Points listed in clause (A) of subparagraph (i) of paragraph (1) of subdivision (m) of this section. 2. Reduction of rope diameter below nominal diameter due to loss of core support, internal or external corrosion, or wear of outside wires. 3. Severely corroded or broken wires at end connections. 4. Severely corroded, cracked bent, worn or improperly applied end connections. (D) Care shall be taken when inspecting sections of rapid deterioration, such as the following: 1. Sections in contact with saddles, equalizer sheaves, or other sheaves where rope travel is limited. 2. Sections of the rope at or near terminal ends where corroded or broken wires may protrude. (E) All rope that has been idle for a period of six months or more shall be given a periodic inspection before it is placed into service. (2) Rope Replacement. (i) When a rope reaches any one of the specified removal criteria, it may be allowed to operate to the end of the work shift, based on the judgment of a qualified person. The rope shall be replaced after that work shift, at the end of the day, or at the latest time prior to the equipment being used by the next work shift. (ii) Removal criteria for rope replacement shall meet manufacturer's specification or as follows: (A) Broken Wires: 1. In running ropes, six randomly distributed broken wires in one lay or three broken wires in one strand in one lay. 2. In rotation-resistant ropes, two randomly distributed broken wires in six diameters or four randomly distributed broken wires in 30 rope diameters. 3. One outer wire broken at the point of contact with the core rope that has worked its way out of the rope structure and protrudes or loops out from the rope structure. Additional inspection of this section is required. 4. Kinking, crushing, birdcaging, or any other damage resulting in distortion of the rope structure. 5. Evidence of heat damage from any cause. 6. Reductions from nominal diameter of more than the following: A. 1/64 in. for diameters up to and including 5/16 in. B. 1/32 in. for diameters up to and including 1/2 in. C. 3/64 in. for diameters up to and including 3/4 in. D. 1/16 in. for diameters up to and including 1 1/8 in. E. 3/32 in. for diameters up to and including 1 1/2 in. 7. In standing ropes, more than two broken wires in one lay in sections beyond end connections or more than one broken wire at an end connection. (iii) Replacement rope shall have strength rating at least as great as the original rope furnished or recommended by the crane manufacturer. Any deviation from the original size, grade, or construction shall be specified by the rope manufacturer, the crane manufacturer, or a qualified person. (iv) Discarded rope shall not be used for slings. (3) Rope Maintenance. (i) Rope shall be stored to prevent damage or deterioration. (ii) Unreeling or uncoiling of rope shall be done as recommended by the rope manufacturer and with extreme care to avoid kinking or inducing a twist. (iii) Before cutting a rope, seizings shall be placed on each side of the place where the rope is to be cut to prevent unlaying of the strands. On preformed rope, one seizing on each side of the cut is required. On non-preformed ropes of 7/8 inch diameter or smaller, two seizings on each side of the cut are required, and for non-preformed rope of one inch diameter or larger, three seizings on each side of the cut are required. (iv) During installation care shall be observed to avoid dragging of the rope in dirt or around objects which will scrape, nick, crush, or induce sharp bends in it. (v) Rope should be maintained in a well lubricated condition. It is important that lubricant applied as part of a maintenance program shall be compatible with the original lubricant and to this end the rope manufacturer should be consulted. Those sections of rope which are located over sheaves or otherwise hidden during inspection and maintenance procedures require special attention when lubricating rope. The object of rope lubrication is to reduce internal friction and to prevent corrosion. Periodic field lubrication is particularly important for non-rotating rope. (n) Safety Devices Required. All cranes and derricks shall be equipped with safety devices as provided herein, except equipment used exclusively for pile driving, clamshell and dragline used for excavation. The commissioner shall approve these safety devices. (1) Indicators or Limiters. All mobile cranes with a maximum rated capacity of 3 tons or more shall be equipped with a load indicator, load moment indicator, or a load moment limiter. (i) Cranes with a total boom length including jibs and any other extensions not exceeding 150 feet shall be exempt. (ii) Cranes manufactured before December 30, 1993 shall be exempt. The margin of stability for determination of load ratings of these cranes shall be established at 75 percent of the load, which will produce a condition of tipping or balance with the boom in the least stable direction relative to the mounting where overturning stability governs the lifting performance. (iii) Cranes shall have a radius or boom angle indicator provided in conjunction with a load indicator. (2) Anti-Two Blocking Features. All mobile cranes with a maximum rated capacity exceeding one ton manufactured after February 28, 1992, shall be equipped with anti-two-blocking features as follows: (i) Telescopic Boom Cranes shall have an anti-two-block device for all points of two-blocking that automatically prevents damage from contact between the load block, overhaul ball, or similar component, and the boom and/or jib tip. (ii) Lattice Boom Cranes shall have an anti-two-block device for all points of two-blocking that either automatically prevents damage from contact between the load block, overhaul ball, or similar component, and the boom and/or jib tip or warns the operator in time for the operator to prevent two-blocking. (3) Additional Safety Devices Required. All mobile cranes with a maximum rated capacity exceeding one ton shall be equipped with the following additional safety devices: (i) A deadman control on the control levers in the cab or crane operator's station, where the crane is electrically powered. (ii) An effective audible warning and operating signal on the outside of the cab. (iii) Boom stops and boom hoist safety shutoffs. However, boom stops shall not be required for telescopic booms. (iv) An indicator for leveling the crane. (v) Hoist drum rotation indicator if the drum is not visible from the operator's station. (4) Malfunctioning Safety Devices. The load indicator, load moment indicator, load moment limiter, hoist drum rotation indicator, and the anti-two blocking devices shall also be known as operational aids, which provide information to facilitate the operation of a crane or that take control of particular functions without action of the operator when a limiting condition is sensed. When any of these operational aids are inoperative or malfunctioning, the following alternative measures shall be implemented to allow continued use of the crane: (i) Load indicator, load moment indicator, or load moment limiter: The weight of the load shall be determined from a reliable source (such as the manufacturer's equipment specification), by a reliable calculation method (such as calculating a steel beam from measured dimensions and a known per foot weight) or by other equally reliable means before the load is hoisted. To ensure that the weight of the load does not exceed the crane ratings at the maximum radius at which the load is to be handled, the radius shall be determined through the use of a boom angle indicator, radius indicator or by measurement. (ii) Hoist drum rotation indicator: Mirrors and/or remote video cameras and displays shall be provided so that the operator can see the drum. (iii) Anti-two-block device: The cable shall be clearly marked (so that it can easily be seen by the operator) at a point mat will give the operator sufficient time to stop the hoist to prevent two-blocking or an additional signal person shall be utilized to monitor the position of the load block or overhaul ball. (iv) Recalibration or repair of the safety device shall be accomplished as soon as is reasonably possible, as determined by a qualified person. (5) Tower Cranes and Climber Cranes. All tower cranes and climber cranes excluding truck-mounted tower cranes shall have the following: (i) Warning light activated at 100% allowable overturning moment, (ii) Acoustic signal sounding at 105% allowable overturning moment, (iii) Automatic stop if 110% allowable overturning moment is reached, (iv) Automatic stop if load exceeds maximum rated load in high gear, (v) Automatic stop if load exceeds maximum rated load in intermediate gear, (vi) Automatic stop if load exceeds maximum rated load in low gear, (vii) Predeceleration before top position of the hook. (viii) Limit switch for top position of the hook, (ix) Predeceleration before low position of the hook, (x) Limit switch for the trolley traveling out, (xi) Limit switch for the trolley traveling in, (xii) Acceleration limit on the hoisting movement, (xiii) Acceleration limit on the swing movement, (xiv) Acceleration limit on the trolley movement, and (xv) Deadman control on both control levers in box. (6) Derricks. Safety devices for derricks shall be approved by the commissioner and shall be installed within six months after said devices are accepted. However, where electrically powered, a deadman control on control levers shall be installed prior to applying for a certificate of operation pursuant to Section 3319.5 of the New York City Building Code. (o) Characteristics and Special Requirements for Derricks. (1) Rated load marking. (i) For derricks, a substantial, durable and clearly legible load rating chart shall be provided for each particular installation. The rating chart shall be securely affixed where it is visible to personnel responsible for the operation of, the equipment. The chart shall include but not be limited to the following data: (A) Manufacturer's load ratings as approved by the department at corresponding ranges of boom angle or operating radii. (B) Specific lengths of components on which the load ratings are based. (C) Required parts for hoist reeving. (D) Size and construction of all ropes shall be shown either on the rating chart or in the operating manual. (ii) For all other derricks, the manufacturer shall provide sufficient information from which capacity charts can be prepared and approved by the department for the particular installation. The capacity charts shall be located either at the derrick or the job site office. (2) Construction. (i) General. Derricks shall be constructed to adequately meet all stresses imposed on all members and components. (ii) Guy derricks. (A) The minimum number of guys is six. Preferably, the guys should be equally spaced around the mast. (B) The manufacturer shall furnish complete information recommending: 1. The number of guys: 2. The spacing around the mast; 3. The maximum vertical slope and initial tension or sag of all guys; 4. The size and construction of rope to be used in each. (C) The mast base shall permit free rotation of the mast with allowance for slight tilting of the mast caused by guy slack. (D) The mast cap shall: 1. Permit free rotation of the mast: 2. Adequately withstand tilting and cramping action imposed by the guy loads; 3. Be secured to the mast to prevent disengagement during erection; and 4. Be provided with means for attachment of guy ropes. Stiff leg derrick. (A) The mast shall be supported in the vertical position by two stiff legs one end of each being connected to the top of the mast and the other end securely anchored. The stiff legs shall be capable of withstanding the loads imposed by the boom at any point within its range of swing. (B) The mast base shall: 1. Permit free rotation of mast; 2. Permit slight inclination of the mast without binding; and 3. Provide means to prevent the mast from lifting out of its socket when the mast is in tension. (C) The stiff leg connecting member at the top of the mast shall: 1. Permit free rotation of the mast; 2. Adequately withstand the loads imposed by the action of the stiff legs; and 3. Be so secured as to oppose lift off forces at all times. (3) Ropes and reeving accessories. (i) Guy ropes. (A) Guy ropes shall be of suitable size, grade and construction to withstand the maximum load imposed. (B) The nominal breaking strength of each rope shall be no less than three times the load applied to the rope. (C) Tie downs or kicker devices which may be easily loosened shall have locknuts or other suitable provision to prevent loosening. (ii) Boom hoist ropes. (A) Boom hoist ropes shall be of suitable size, grade and construction to withstand the maximum load imposed. (B) The live rope reeving system in a boom suspension shall withstand the maximum load imposed and be of sufficient length to permit lowering the boom point to horizontal position with at least three full wraps of rope remaining on the hoist drum. (C) The nominal breaking strength of the most heavily loaded rope in a system shall be no less than three and a half times the loads applied to that rope. (iii) Main hoist ropes. (A) Main hoist ropes shall be of a suitable size and construction to withstand the maximum load imposed. (B) Ropes in the main hoisting system shall be of sufficient length for the entire range of movement specified for the application with at least three full wraps of rope on the hoist drum at all times. (C) The nominal breaking strength of the most heavily loaded rope in a system shall be no less than three and a half times the load applied to that rope. (iv) Reeving accessories. (A) Socketing shall be done in the manner specified by the manufacturer of the assembly. (B) Rope end shall be anchored securely to the drum. (C) Eves shall be made in an approved manner and rope thimbles should be used in the eye. (D) U-bolt clips shall have the U-bolt on the dead or short end, and the saddle on the live or long end of the rope. Spacing and number of all types of clips shall be in accordance with the clip manufacturer's recommendation and submitted to the department-Clips shall be drop-forged steel in all sizes manufactured commercially. When a newly installed rope has been in operation for an hour, all nuts on the clip bolts shall be retightened. and they should be checked for tightness at frequent intervals thereafter. (E) Swaged, compressed, or wedge-socket fittings shall be applied as recommended by the rope, derrick, or fitting manufacturer. (F) Where a half wedge socket is used it shall be of a positive locking type. (G) If a load is supported by more than one rope, the tension in the parts shall be equalized. (v) Sheaves. (A) Sheave grooves shall be smooth and free from surface defects which could cause rope damage. The cross sectional radius at the bottom of the groove should be such as to form a close fitting saddle for the size rope used and the sides of the groove should be tapered outwardly to facilitate entrance of the rope into the groove. Flange corners should be rounded and the rims should run true about the axis of rotation. (B) Sheaves carrying ropes which can be momentarily unloaded shall be provided with close fitting guards or other suitable devices to guide the rope back into the groove when the load is applied again. (C) The sheaves in the lower load block shall be equipped with close-fitting guards that will prevent ropes from becoming fouled when the block is lying on the ground with ropes loose. (D) Means should be provided, if necessary, to prevent chafing of the ropes. (E) All running sheaves shall be equipped with means for lubrication. Permanently lubricated, sealed and/or shielded bearings shall be acceptable. (F) Boom and hoisting sheaves shall have pitch diameters not less than eighteen times the nominal diameter of the rope used. (G) Boom point sheaves should be provided with suitable guides to limit the offlead angle of the rope when entering the grooves from either side. (4) Anchoring and guying. (i) Guy derricks. (A) The mast base shall be securely anchored. Maximum horizontal and downward vertical thrusts encountered when handling rated loads with the particular guy slope and spacing stipulated for the application are among the design factors for which provision must be made. (B) The guys shall be secured to the ground or other firm anchorage. Maximum horizontal and vertical pulls encountered while handling rated loads with the particular guy slope and spacing stipulated for the application are among the factors for which provision must be made. (ii) Stiff leg derricks. (A) The mast base shall be securely anchored. Maximum horizontal and upward and downward vertical thrusts encountered while handling rated loads stipulated for the application with the particular stiff-leg spacing and slope are among the factors for which provision must be made. (B) The stiff legs shall be securely anchored. Maximum horizontal and vertical upward and downward thrusts encountered while handling rated loads with the particular stiff-leg arrangement stipulated for the application are among the factors for which provision must be made. (5) Hoist. The hoist shall be suitable for the derrick work intended and shall be securely anchored to prevent displacement from the imposed loads. (p) Operation of Cranes and Derricks. (1) Operators. (i) Cranes and derricks shall be operated only by the following persons: (A) Persons licensed as operators by the department of buildings in accordance with § 28-405 of the Administrative Code of the City of New York. (B) Learners in the presence of and under the direct supervision of a licensed operator. (ii) No person other than those listed under subparagraph (i) of paragraph (1) of subdivision (p) of this section and persons such as oilers and supervisors, whose duties require them to do so, shall enter the cab of a crane and then only in the performance of his duties and with knowledge and consent of the operator. (2) Operating practices. (i) The operator shall not engage in any practice which will divert his attention while actually engaged in operating the crane or derrick hoist. (ii) The operator shall respond to signals only from the appointed signal men. (iii) The operator shall be responsible for the operation of the crane or derrick hoist. (iv) For mobile cranes, the warning signal shall be sounded each time before on-site traveling and intermittently during such travel, particularly when approaching workmen. (v) Before leaving his crane or derrick unattended, the operator shall: (A) Land any attached load, bucket, lifting magnet, or other device. (B) Disengage clutches. (C) Set travel, swing, boom brakes and other locking devices. (D) Put controls in the "off " position. (E) Stop the engine. (F) Secure mobile cranes against accidental travel. (G) Lock and secure the equipment against unauthorized operation. (vi) On leaving a mobile crane overnight, ground chocks shall be set and crane booms shall be lowered to ground level or otherwise fastened securely against displacement by wind loads or other external forces. (vii) If there is a warning sign on the switch or engine starting controls, the operator shall not close the switch or start engine until the warning sign has been removed by the person placing it there. (viii) Before closing the switch, or starting the engine, the operator shall see to it that all controls are in the "off" position and all personnel are in the clear. (ix) If power fails during operation, the operator shall: (A) Set all brakes and locking devices. (B) Move all clutch or other power controls to the "off" position. (C) Communicate with the appointed individual in charge of operations. (D) If practical, the suspended load should be landed under brake control. (x) The operator shall familiarize himself with the equipment and its proper care. If adjustments or repairs are necessary, or any defects are known he shall report the same promptly to his employer or other person responsible for the equipment and shall also notify the next operator of the defects upon changing shifts. (xi) All controls shall be tested by the operator at the start of a new shift. If any controls do not operate properly, they shall be adjusted or repaired before operations are begun. (xii) Booms of mobile cranes which are being assembled or disassembled on the ground with or without support of the boom harness (equalizing sheaves, bridal and boom pendants) should be securely supported by proper blocking to prevent dropping of the boom sections. (3) Load rating chart for tower and climber cranes. A substantial, durable and clearly legible rating chart must be provided with each tower and climber crane and securely affixed in the cab. The chart must include load ratings approved by the department for specific lengths of components, counterweights, swing, and radii. (q) Handling the Load. No crane or derrick shall be loaded beyond the rated load. (1) Size of load. On all operations involving cranes or derricks which are not equipped with those safety devices which make use of load measuring systems, there shall be a competent appointed individual assigned on a full-time basis to be responsible for determining the magnitude of loads to be lifted or lowered. The operator shall not make a lift unless he has first determined the weight of the load or is informed of such weight by the appointed person responsible for the operation. (2) Attaching the load. (i) The hoist rope shall not be wrapped around the load. (ii) The load shall be attached to the hook by means of slings or other approved devices. (3) Moving the load. (i) The appointed individual directing the lift shall see that: (A) In the case of a mobile crane, the crane is level and where necessary, chocked properly. (B) The load is well secured and properly balanced in the sling or lifting device before it is lifted more than a few inches. (ii) Before starting to hoist, he shall take care that: (A) Hoist ropes are not kinked. (B) Multiple part lines are not twisted around each other. (C) The hook is brought over the load in such a manner as to prevent swinging. (D) If there is a slack rope condition, the rope is properly seated on the drum and in the sheaves. (iii) During hoisting, care should be taken that: (A) There is no sudden acceleration or deceleration of the moving load. (B) The load does not contact any obstructions. (iv) Side loading of booms shall be limited to freely suspended loads. Cranes shall not be used for dragging loads sideways. Derricks shall not be used for side loading. (v) The operator shall not lift, lower, swing or travel while any person is on the load or hook unless notification is filed with the Department pursuant to paragraph (6) of subdivision (q) of this section. The operator shall not carry loads over people or over any occupied building unless the top two floors are vacated or overhead protection with a design live load of 300 psf is provided. (vi) On truck cranes, loads shall be lifted over the front area only as recommended by the manufacturer and submitted to the department of buildings. (vii) The operator shall test the brakes each time a load approaching the rated load is handled by raising it a few inches and applying the brakes. (viii) For mobile cranes, outriggers shall be used when the load to be handled at that particular radius exceeds the rated load without outriggers as given by the manufacturer for that crane and approved by the department of buildings. (ix) Neither the load nor the boom shall be lowered below the point where less than three full wraps of rope remain on their respective drums. (x) When two or more cranes are used to lift one load, one appointed person shall be responsible for the operation. He shall analyze the operation and instruct all personnel involved in the proper positioning, rigging of the load, and the movements to be made. (xi) In transit, the following additional precautions for mobile cranes shall be exercised: (A) The boom shall be carried in line with the direction of motion. (B) The superstructure shall be secured against rotation. When negotiating turns or when the boom is supported on a dolly, the superstructure may be rotated by a licensed crane operator only. (C) The empty hook shall be lashed or otherwise restrained so that it cannot swing freely. (xii) Before traveling a crane with a load, proposed travel should be shown on a plan of operation and approved by the department. Such data shall be filed with an application for on-site inspection. (xiii) A crane shall not be traveled with the boom so high that it may bounce back over the cab. (xiv) When rotating the crane or derrick, sudden stops shall not be made. Rotational speed shall be such that the load does not swing out beyond the radii at which it can be controlled. A tag or restraint line shall be used when rotation of the load is hazardous. (xv) When a crane is to be operated at a fixed radius, the boom hoist pawl or other positive locking device shall be engaged. (xvi) Use of winch heads: (A) Ropes shall not be handled on a winch head without knowledge of the operator. (B) While a winch is being used, the operator shall be within convenient reach of the power unit control lever. (4) Holding the load. (i) The operator shall not leave his position at the controls while the load is suspended. (ii) People shall not be permitted to stand or pass under a load. (iii) If the load must remain suspended for any considerable length of time, the operator shall hold the drum from rotating in the lowering direction by activating the positive controllable means at the operator's station. (iv) In all cases, when booms are raised or lowered from the horizontal, load blocks including hooks and weight balls shall be left on the ground or deposited to the ground before raising or lowering booms. (5) Securing derrick booms. (i) Dogs, pawls, or other positive braking mechanism on the hoist shall be engaged. When not in use, the derrick boom shall: (A) Be laid down; (B) Be secured to a stationary member, as nearly under the head as possible, by attachment of a sling to the load block; or (C) Hoisted to a vertical position and secured to the mast. (6) Hoisting Personnel. Written notification shall be submitted to the commissioner at least three (3) business days prior to the date the hoisting equipment may be used to move personnel. In addition to the requirements of this section, the applicant shall also comply with all applicable OSHA requirements. (i) The applicant shall be an engineer or a licensed master rigger. However, where the boom length, including jibs and any other extensions, is greater than 250 ft, the applicant shall be an engineer. (ii) The notification shall include the following: (A) A description of work, (B) The start date and duration of the work, (C) Manufacturer's information on the personnel platform used to perform the work, (D) The number of people who will be on the platform, (E) The actual pick load and the maximum radius of the pick, (F) The allowable pick load for maximum radius from load chart approved by the commissioner, (G) Description of how the person/people on the platform and the hoisting machine operator will communicate, (H) Designation of Site Safety coordinator, (I) Equipment user's company name, and address, and (J) The name and title of principal from the equipment user company. (iii) Where the applicant is an engineer, the request shall also include a copy of the Certificate of On-Site Inspection. (iv) Where the applicant is a master rigger, the request shall also include: (A) The make, model number and Certificate of Operation of the Hoisting Machine. (B) A sketch or description of the foundation for the hoisting machine. (v) Exception: If the boom length, including jibs and any other extensions, is less than 100 ft and the lift is supervised by a master rigger, written notification is not required. (r) Signals. (1) Requirements. Signals must comply with the following: (i) Mobile cranes, other than an articulating boom crane, and dedicated pile drivers. For a mobile crane, other than an articulating boom crane, and for dedicated pile drivers, ASME B30.5 (2014 edition) Section 5-3.3, except for Sections 5-3.3.3 and 5-3.3.7. (ii) Tower cranes, other than a self-erecting tower crane. For a tower crane, other than a self-erecting tower crane, ASME B30.3 (2016 edition) Section 3-3.3, except for Section 3-3.3.3; (iii) Derricks. For a derrick, ASME B30.6 (2015 edition) Section 6-3.4; (iv) Articulating boom crane. For an articulating boom crane, ASME B30.22 (2016 edition) Section 22-3.3, except for Section 22-3.3.3. (v) Self-erecting tower crane. For a self-erecting tower crane, ASME B30.29 (2012 edition) Section 29-3.2, except for Section 29-3.2.3. (2) Qualifications. All signalpersons must complete the training or certification required by Section 3316.9.2 of the New York City Building Code, or, where working under the direct and continuing supervision of a licensed rigger or sign hanger, have been deemed by the licensee to be knowledgeable as to the operations to be undertaken and the signals to be utilized. (s) Miscellaneous. (1) Ballast or counterweight. No crane may be assembled, operated, or disassembled without the amount and position of counterweight and/or ballast in place as specified by the approved crane or derrick notice plans, or the approved assembly/disassembly plan, or, where such plans are not required, by the specifications of the crane or derrick manufacturer. (A) Labeling or stenciling of removable counterweight modules. Where counterweight modules can be removed, each counterweight module must be labeled or stenciled in a format acceptable to the commissioner to indicate the weight of the module. The label or stencil must be visible when the module is in its assembled state. (B) Certified weight for removable counterweight modules. A certified weight for each removable counterweight module must be provided to the department upon request. The certified weight must be determined by the manufacturer, an entity authorized by the manufacturer, or an entity acceptable to the commissioner. Exception: Removable counterweight modules provided by the crane manufacturer, or a manufacturer authorized service center, distributor, or service provider. (C) Enclosing concrete counterweights. Concrete counterweights must be enclosed to protect against damage and spalling. (2) [Reserved.] (3) Operating near electric power lines. Operations near overhead power lines, including during assembly or disassembly, must be in accordance with the following. (i) Power line safety (up to 350 kV) – assembly and disassembly. (A) Options. Before assembling or disassembling equipment, the equipment user must determine if any part of the equipment, load line, or load (including rigging and lifting accessories) could get, in the direction or area of assembly/ disassembly, closer than 20 feet (6.1 m) to a power line during the assembly/disassembly process. If so, the equipment user must meet the requirements in Option (1), Option (2), or Option (3), as follows: 1. Option (1) – Deenergize and ground. Confirm from the utility owner/operator that the power line has been deenergized and visibly grounded at the site. 2. Option (2) – 20 foot clearance. Ensure that no part of the equipment, load line or load (including rigging and lifting accessories), gets closer than 20 feet (6.1 m) to the power line by implementing the measures specified in clause (B) below. 3. Option (3) – Table A clearance. 3.1. Determine the line's voltage and the minimum clearance distance permitted under Table A of this paragraph; and 3.2. Determine if any part of the equipment, load line, or load (including rigging and lifting accessories), could get closer than the minimum clearance distance to the power line permitted under Table A of this paragraph. If so, then the equipment user must follow the requirements in clause (B) below to ensure that no part of the equipment, load line, or load (including rigging and lifting accessories), gets closer to the line than the minimum clearance distance. (B) Preventing encroachment/electrocution. Where encroachment precautions are required under Option (2), or Option (3) of this subparagraph, all of the following requirements must be met: 1. Conduct a planning meeting with the assembly/disassembly director, hoisting machine operator, assembly/disassembly crew and the other workers who will be in the assembly/disassembly area to review the location of the power line(s) and the steps that will be implemented to prevent encroachment/electrocution. 2. If tag lines are used, they must be nonconductive. 3. At least one of the following additional measures must be in place. The measure selected from this list must be effective in preventing encroachment. The additional measures are: 3.1. Use a dedicated spotter who is in continuous contact with the equipment hoisting machine operator. The dedicated spotter must: 3.1.1. Be equipped with a visual aid to assist in identifying the minimum clearance distance. Examples of a visual aid include, but are not limited to: A clearly visible line painted on the ground; a clearly visible line of stanchions; a set of clearly visible line-of-sight landmarks (such as a fence post behind the dedicated spotter and a building corner ahead of the dedicated spotter); 3.1.2. Be positioned to effectively gauge the clearance distance; 3.1.3. Where necessary, use equipment that enables the dedicated spotter to communicate directly with the hoisting machine operator; and 3.1.4. Give timely information to the hoisting machine operator so that the required clearance distance can be maintained. 3.2. [Reserved.] 3.3. A device that automatically warns the hoisting machine operator when to stop movement, such as a range control warning device. Such a device must be set to give the hoisting machine operator sufficient warning to prevent encroachment. 3.4. A device that automatically limits range of movement, set to prevent encroachment. 3.5. An elevated warning line, barricade, or line of signs, in view of the hoisting machine operator, equipped with flags or similar high-visibility markings. (C) Assembly/disassembly below power lines prohibited. No part of a crane or derrick, load line, or load (including rigging and lifting accessories), whether partially or fully assembled, is allowed below a power line unless the equipment user has confirmed that the utility owner/operator has deenergized and (at the site) visibly grounded the power line. (D) Assembly/disassembly inside Table A clearance prohibited. No part of a crane or derrick, load line, or load (including rigging and lifting accessories), whether partially or fully assembled, is allowed closer than the minimum approach distance under Table A of this paragraph to a power line unless the equipment user has confirmed that the utility owner/operator has deenergized and (at the site) visibly grounded the power line. (E) Voltage information. Where Option (3) of this subparagraph is used, the utility owner/operator of the power lines must provide the requested voltage information within two working days of the equipment user's request. (F) Power lines presumed energized. The equipment user must assume that all power lines are energized unless the utility owner/operator confirms that the power line has been and continues to be deenergized and visibly grounded at the site. (G) Posting of electrocution warnings. There must be at least one electrocution hazard warning conspicuously posted in the hoisting machine operator's cab or at the operator's station so that it is in view of the operator and (except for overhead gantry and tower cranes) at least two on the outside of the equipment. (ii) Power line safety (up to 350 kV) – equipment operations. (A) Hazard assessments and precautions inside the work zone. Before beginning equipment operations, the equipment user must: 1. Identify the work zone by either: 1.1. Demarcating boundaries (such as with flags, or a device such as a range limit device or range control warning device) and prohibiting the hoisting machine operator from operating the equipment past those boundaries; or 1.2. Defining the work zone as the area 360 degrees around the equipment, up to the equipment's maximum working radius. 2. Determine if any part of the equipment, load line or load (including rigging and lifting accessories), if operated up to the equipment's maximum working radius in the work zone, could get closer than 20 feet (6.1 m) to a power line. If so, the equipment user must meet the requirements in Option (1), Option (2), or Option (3), as follows: 2.1. Option (1) – Deenergize and ground. Confirm from the utility owner/operator that the power line has been deenergized and visibly grounded at the site. 2.2. Option (2) – 20 foot clearance. Ensure that no part of the equipment, load line, or load (including rigging and lifting accessories), gets closer than 20 feet (6.1 m) to the power line by implementing the measures specified in clause (B) below. 2.3. Option (3) – Table A clearance. 2.3.1. Determine the line's voltage and the minimum approach distance permitted under Table A of this paragraph; and 2.3.2. Determine if any part of the equipment, load line or load (including rigging and lifting accessories), while operating up to the equipment's maximum working radius in the work zone, could get closer than the minimum approach distance of the power line permitted under Table A of this paragraph. If so, then the equipment user must follow the requirements in clause (B) below to ensure that no part of the equipment, load line, or load (including rigging and lifting accessories), gets closer to the line than the minimum approach distance. (B) Preventing encroachment/electrocution. Where encroachment precautions are required under Option (2) or Option (3) of this subparagraph, all of the following requirements must be met: 1. Conduct a planning meeting with the hoisting machine operator and the other workers who will be in the area of the equipment or load to review the location of the power line(s), and the steps that will be implemented to prevent encroachment/ electrocution. 2. If tag lines are used, they must be non-conductive. 3. Erect and maintain an elevated warning line, barricade, or line of signs, in view of the hoisting machine operator, equipped with flags or similar high-visibility markings, at 20 feet (6.1 m) from the power line (if using Option (2) of this subparagraph) or at the minimum approach distance under Table A of this paragraph (if using Option (3) of this subparagraph). If the hoisting machine operator is unable to see the elevated warning line, a dedicated spotter must be used as described in 4.2 below in addition to implementing one of the measures described in 4.3 or 4.4 below. 4. Implement at least one of the following measures: 4.1. [Reserved.] 4.2. A dedicated spotter who is in continuous contact with the hoisting machine operator. Where this measure is selected, the dedicated spotter must: 4.2.1. Be equipped with a visual aid to assist in identifying the minimum clearance distance. Examples of a visual aid include, but are not limited to: A clearly visible line painted on the ground; a clearly visible line of stanchions; a set of clearly visible line-of-sight landmarks (such as a fence post behind the dedicated spotter and a building corner ahead of the dedicated spotter); 4.2.2. Be positioned to effectively gauge the clearance distance; 4.2.3. Where necessary, use equipment that enables the dedicated spotter to communicate directly with the hoisting machine operator; and 4.2.4. Give timely information to the hoisting machine operator so that the required clearance distance can be maintained. 4.3. A device that automatically warns the hoisting machine operator when to stop movement, such as a range control warning device. Such a device must be set to give the hoisting machine operator sufficient warning to prevent encroachment. 4.4. A device that automatically limits range of movement, set to prevent encroachment. 4.5. [Reserved.] Exception: The requirements of item number 4, above, do not apply to electric power transmission and distribution work. (C) Voltage information. Where Option (3) of this subparagraph is used, the utility owner/ operator of the power lines must provide the requested voltage information within two working days of the equipment user's request. (D) Operations below power lines. No part of the equipment, load line, or load (including rigging and lifting accessories) is allowed below a power line unless the hoisting machine operator has confirmed that the utility owner/ operator has deenergized and (at the site) visibly grounded the power line. Exceptions: 1. Electric power transmission and distribution work. 2. For equipment with non-extensible booms: The uppermost part of the equipment, with the boom at true vertical, would be more than 20 feet (6.1 m) below the plane of the power line or more than the Table A of this paragraph minimum clearance distance below the plane of the power line. 3. For equipment with articulating or extensible booms: The uppermost part of the equipment, with the boom in the fully extended position, at true vertical, would be more than 20 feet (6.1 m) below the plane of the power line or more than the Table A of this paragraph minimum clearance distance below the plane of the power line. 4. The equipment user determines that compliance is infeasible and meets the requirements of subparagraph (iv) of this paragraph; except that where the crane or derrick requires a certificate of on-site inspection, the determination must be made by an engineer, licensed and registered to practice the profession of engineering under the education law of the state of New York, who is also a qualified person with respect to electrical power transmission and distribution. Such determination must be filed with the crane or derrick notice application. (E) Power lines presumed energized. The equipment user must assume that all power lines are energized unless the utility owner/ operator confirms that the power line has been and continues to be deenergized and visibly grounded at the site. (F) Working near transmitter/communication towers. When working near transmitter/ communication towers where the equipment is close enough for an electrical charge to be induced in the equipment or materials being handled, the transmitter must be deenergized or the following precautions must be taken: 1. The equipment must be provided with an electrical ground; and 2. If tag lines are used, they must be non-conductive. (G) [Reserved.] (H) Manufacturer specifications. Devices originally designed by the manufacturer for use as a safety device, operational aid, or a means to prevent power line contact or electrocution, when used to comply with this paragraph, must meet the manufacturer's procedures for use and conditions of use. Table A – Minimum Clear Distances Voltage (nominal, kV, alternating current)1 Minimum clearance distance (feet) up to 50 10 over 50 to 200 15 over 200 to 350 20 over 350 to 500 25 over 500 to 750 35 over 750 to 1,000 45 over 1,000 (as established by the utility owner/operator or an engineer, licensed and registered to practice the profession of engineering under the education law of the state of New York, who is also a qualified person with respect to electrical power transmission and distribution) 1 Note: The value that follows "to" is up to and includes that value. For example, over 50 to 200 means up to and including 200kV. (iii) Power line safety (over 350 kV). The requirements of subparagraphs (i) and (ii) of this paragraph apply to power lines over 350 kV. Exceptions: 1. For power lines at or below 1,000 kV, wherever the distance "20 feet (6.1 m)" is specified in subparagraphs (i) or (ii) above, the distance "50 feet" (15.24 m) must be substituted. 2. For power lines over 1,000 kV, the minimum clearance distance must be established by the utility owner/operator or an engineer, licensed and registered to practice the profession of engineering under the education law of the state of New York, who is also a qualified person with respect to electrical power transmission and distribution. (iv) Power line safety (all voltages) – equipment operations closer than the Table A zone. Equipment operations in which any part of the equipment, load line, or load (including rigging and lifting accessories) is closer than the minimum approach distance under Table A of this paragraph to an energized power line is prohibited, except where the equipment user demonstrates that all of the following requirements are met: (A) The equipment user determines that it is infeasible to do the work without breaching the minimum approach distance under Table A of this paragraph. Exception: Where the crane or derrick requires a certificate of on-site inspection, the determination must be made by an engineer, licensed and registered to practice the profession of engineering under the education law of the state of New York, who is also a qualified person with respect to electrical power transmission and distribution. Such determination must be filed with the crane or derrick notice application. (B) The equipment user determines that, after consultation with the utility owner/operator, it is infeasible to deenergize and ground the power line or relocate the power line. Exception: Where the crane or derrick requires a certificate of on-site inspection, the determination must be made by an engineer, licensed and registered to practice the profession of engineering under the education law of the state of New York, who is also a qualified person with respect to electrical power transmission and distribution. Such determination must be filed with the crane or derrick notice application. (C) The power line owner/operator or an engineer, licensed and registered to practice the profession of engineering under the education law of the state of New York, who is also a qualified person with respect to electrical power transmission and distribution, determines the minimum clearance distance that must be maintained to prevent electrical contact in light of the on-site conditions. The factors that must be considered in making this determination include, but are not limited to: Conditions affecting atmospheric conductivity; time necessary to bring the equipment, load line, and load (including rigging and lifting accessories) to a complete stop; wind conditions; degree of sway in the power line; lighting conditions, and other conditions affecting the ability to prevent electrical contact. Exception: Electric power transmission and distribution work. (D) A planning meeting with the equipment user and utility owner/operator (or an engineer, licensed and registered to practice the profession of engineering under the education law of the state of New York, who is also a qualified person with respect to electrical power transmission and distribution) is held to determine the procedures that will be followed to prevent electrical contact and electrocution; except that where the crane or derrick requires a certificate of on-site inspection, such procedures must be developed by an engineer, licensed and registered to practice the profession of engineering under the education law of the state of New York, who is also a qualified person with respect to electrical power transmission and distribution. Where a crane or derrick requires a certificate of on-site inspection, such procedures must be filed with the crane or derrick notice application. At a minimum these procedures must specify the following: 1. If the power line is equipped with a device that automatically reenergizes the circuit in the event of a power line contact, before the work begins, the automatic reclosing feature of the circuit interrupting device must be made inoperative if the design of the device permits. 2. A dedicated spotter who is in continuous contact with the hoisting machine operator. The dedicated spotter must: 2.1. Be equipped with a visual aid to assist in identifying the minimum clearance distance. Examples of a visual aid include, but are not limited to: A line painted on the ground; a clearly visible line of stanchions; a set of clearly visible line-of-sight landmarks (such as a fence post behind the dedicated spotter and a building corner ahead of the dedicated spotter); 2.2. Be positioned to effectively gauge the clearance distance; 2.3. Where necessary, use equipment that enables the dedicated spotter to communicate directly with the hoisting machine operator; and 2.4. Give timely information to the hoisting machine operator so that the required clearance distance can be maintained. 3. An elevated warning line, or barricade (not attached to the crane), in view of the hoisting machine operator (either directly or through video equipment), equipped with flags or similar high-visibility markings, to prevent electrical contact. However, this provision does not apply to electric power transmission and distribution work. 4. An insulating link/device installed at a point between the end of the load line (or below) and the load; except that an insulating link/device is not required for electric power transmission and distribution work. 5. Nonconductive rigging if the rigging may be within the Table A of this paragraph distance during the operation. 6. If the equipment is equipped with a device that automatically limits range of movement, it must be used and set to prevent any part of the equipment, load line, or load (including rigging and lifting accessories) from breaching the minimum approach distance established under clause (C) above. 7. If a tag line is used, it must be of the nonconductive type. 8. Barricades forming a perimeter at least 10 feet (3.05 m) away from the equipment to prevent unauthorized personnel from entering the work area. In areas where obstacles prevent the barricade from being at least 10 feet (3.05 m) away, the barricade must be as far from the equipment as feasible. 9. Workers other than the hoisting machine operator must be prohibited from touching the load line above the insulating link/ device and crane. Hoisting machine operators remotely operating the equipment from the ground must use either wireless controls that isolate the hoisting machine operator from the equipment or insulating mats that insulate the hoisting machine operator from the ground. 10. Only personnel essential to the operation are permitted to be in the area of the crane and load. 11. The equipment must be properly grounded. 12. Insulating line hose or cover-up must be installed by the utility owner/operator except where such devices are unavailable for the line voltages involved. (E) The procedures developed to comply with clause (D) above are documented and immediately available on-site. (F) The equipment user and utility owner/operator (or an engineer, licensed and registered to practice the profession of engineering under the education law of the state of New York, who is also a qualified person with respect to electrical power transmission and distribution) meet with the hoisting machine operator and the other workers who will be in the area of the equipment or load to review the procedures that will be implemented to prevent breaching the minimum approach distance established in clause (C) above and prevent electrocution. (G) The procedures developed to comply with clause (D) above are implemented. (H) The utility owner/operator (or an engineer, licensed and registered to practice the profession of engineering under the education law of the state of New York, who is also a qualified person with respect to electrical power transmission and distribution) and all employers of employees involved in the work must identify one person who will direct the implementation of the procedures. The person identified in accordance with this clause must direct the implementation of the procedures and must have the authority to stop work at any time to ensure safety. (I) [Reserved.] (J) If a problem occurs implementing the procedures being used to comply with clause (D) above, or indicating that those procedures are inadequate to prevent electrocution, the equipment user must safely stop operations and either develop new procedures to comply with clause (D) above or have the utility owner/ operator deenergize and visibly ground or relocate the power line before resuming work. (K) Devices originally designed by the manufacturer for use as a safety device, operational aid, or a means to prevent power line contact or electrocution, when used to comply with this paragraph, must comply with the manufacturer's procedures for use and conditions of use. (L) [Reserved.] (M) [Reserved.] (v) Power line safety – while traveling under or near power lines. (A) Traveling with a load. When traveling under or near a powerline with a load, the traveling operation must comply with the applicable requirements of subparagraphs (ii), (iii), or (iv) of this paragraph. In addition the requirements of subparagraph (xii) of paragraph (3) of subdivision (q) of this section also apply. (B) Traveling without a load. When traveling under or near a powerline without a load, the equipment user must ensure that: 1. The boom/mast and boom/mast support system are lowered sufficiently to meet the requirements of this subparagraph. 2. The clearances specified in Table T of this paragraph are maintained. 3. The effects of speed and terrain on equipment movement (including movement of the boom/mast) are considered so that those effects do not cause the minimum clearance distances specified in Table T of this paragraph to be breached. 4. If any part of the equipment while traveling will get closer than 20 feet (6.1 m) to the power line, the equipment user must ensure that a dedicated spotter who is in continuous contact with the driver/ operator is used. The dedicated spotter must: 4.1. Be positioned to effectively gauge the clearance distance; 4.2. Where necessary, use equipment that enables the dedicated spotter to communicate directly with the driver/operator; and 4.3. Give timely information to the driver/operator so that the required clearance distance can be maintained. 5. When traveling at night, or in conditions of poor visibility, in addition to the measures specified in items 1 through 4 above, the equipment user must ensure that: 5.1. The power lines are illuminated or another means of identifying the location of the lines is used; and 5.2. A safe path of travel is identified and used. Table T – Minimum Clearance Distances While Traveling with No Load Voltage (nominal, kV, alternating current)1 While traveling – minimum clearance distance (feet) up to 0.75 4 over 0.75 to 50 6 over 50 to 345 10 over 345 to 750 16 over 750 to 1,000 20 over 1,000 (as established by the utility owner/operator or an engineer, licensed and registered to practice the profession of engineering under the education law of the state of New York, who is also a qualified person with respect to electrical power transmission and distribution) 1 Note: The value that follows "to" is up to and includes that value. For example, over 50 to 200 means up to and including 200kV. (4) Electrical equipment. (i) General. (A) Wiring and equipment shall comply with the Electrical Code of the City of New York. (B) The voltage used on control circuits shall not exceed 750 volts. (ii) Equipment. (A) Electric equipment shall be so located or enclosed that live parts will not be exposed to accidental contact. (B) All motor, controller and switch frames shall be grounded. (C) Electric equipment shall be thoroughly protected from dirt, grease and oil, and where exposed to the weather, shall be thoroughly protected therefrom. (D) Guards for live parts shall be substantial and so located that they cannot be deformed so as to make contact with the live parts. (E) Name plates shall not be removed. (iii) Controllers. (A) Each cage operated crane and derrick shall be provided with a device which will disconnect all motors from the line on failure of power and will not permit any motor to be restarted until the controller handle is brought to the "off " position, or a reset switch or button is operated. (B) Lever operated controllers shall be provided with a notch or latch which in the "off position prevents the handle from being inadvertently moved to the "on" position. (C) The controller operating handle shall be located within convenient reach of the operator. (D) As far as practicable, the movement of each controller handle shall be in the same general directions as the resultant movements of the load. (E) For floor operated cranes and derricks, the controller or controllers, if rope operated, shall automatically return to the "off " position when released by the operator. (5) Demolition. Where a crane or derrick is utilized to facilitate the mechanical demolition of a building or structure, the requirements of Section 3306 of the New York City Building Code will apply. (6) Footing. Mobile cranes must be provided with adequate footing, including but not limited timber, cribbing, plates, mats, or other structural members, in order to distribute the load so as not to exceed the allowable bearing capacity the ground, subsurface elements, or structure. (7) Special provisions for cranes operating on a sidewalk or roadway. Where a crane is operated on the sidewalk or roadway, a permit from the New York City Department of Transportation must be obtained. The pressure on such surface must not exceed 3,500 psf (167.85 kPa). (8) Storage. (i) Necessary clothing and personal belongings must be stored in or about the crane or derrick in such a manner as to not interfere with access or operation. (ii) Tools, oil cans, waste, extra fuses, and other necessary articles must be stored in a tool box and must not be permitted to lie loose in or about the cab or cage. (9) Refueling. (i) Refueling must comply with Section 3320.3.2 of the New York City Building Code. For the purposes of satisfying this requirement, the term "material handling equipment" in such section must be read to mean "crane or derrick." (ii) Machines must not be refueled with the engine running. (10) Fire Extinguishers. (i) A carbon dioxide, dry chemical or equivalent fire extinguisher must be kept in the cab or in the vicinity of the crane or derrick. (ii) Operating and maintenance personnel must be familiar with the use and care of the fire extinguishers provided. (t) Wind and weather. Cranes and derricks are subject to the following wind and weather restrictions. (1) Wind action plan and manufacturer procedures. The hoisting machine operator must follow the approved wind action plan, where a wind action plan is required, and the applicable manufacturer procedures related securing the crane or derrick against wind and weather. (2) Hoisting machine operator to review wind action plan and manufacturer procedures. The hoisting machine operator must review the approved wind action plan, where a wind action plan is required, and the applicable manufacturer procedures related to securing the crane or derrick against wind and weather prior to the operator's initial commencement of work with the crane or derrick at the job, each time the crane or derrick enters into a new phase, and each time the wind action plan is amended. It is the responsibility of the equipment user to verify that the hoisting machine operator has reviewed the approved wind action plan and the applicable manufacturer procedures, as required above, and to notify the hoisting machine operator each time the wind action plan is amended. (3) Start of work. No hoisting machine operator may start a pick when: (i) The wind speed exceeds the threshold specified in the approved wind action plan, or where such a plan is not required, 30 mph (3-second gust) or the threshold specified by the manufacturer, whichever is lower; or (ii) As otherwise warranted by weather conditions or weather forecasts. (4) In-service. The following must be observed at all times the crane or derrick is in service. (i) During picks, it is the responsibility of the hoisting machine operator to safely bring the pick to a stop and safely land the load: (A) When the wind speed exceeds the threshold specified in the approved wind action plan, or where such a plan is not required, 30 mph (3-second gust) or the threshold specified by the manufacturer, whichever is lower; or (B) As otherwise warranted by weather conditions or weather forecasts. (ii) At the end of the shift, or as weather conditions otherwise warrant, the hoisting machine operator must properly park or secure the crane or derrick for occurring or forecasted winds in accordance with the approved wind action plan, or where such plan is not required, in accordance with the manufacturer's specifications. (5) Assembly/disassembly operations. Assembly/ disassembly operations may not begin if the wind speed exceeds the thresholds specified in the approved assembly/ disassembly plan, or if winds are forecast to exceed the thresholds specified in the approved assembly/disassembly plan before the crane or derrick that is to assembled/ disassembled, and all assist cranes or derricks involved in such operation, can be parked or secured. The provisions of paragraphs (3) and (4) of this subdivision above also apply to all hoisting machine operators engaged in the assembly/ disassembly operation; except that the term "approved wind action plan" means "approved assembly/disassembly plan." Exception: Where an assembly/disassembly plan is not required, the thresholds established by the manufacturer will govern. (6) Inspection to verify the crane or derrick has been secured. An inspection must be performed when required by, in accordance with, the requirements of paragraph (2) of subdivision (k) of this section. (7) Measuring wind. For the purposes of this subdivision, wind speed must be determined in accordance with one of the options listed in subparagraphs (i) through (iii) of this paragraph. Exceptions: 1. For a crane, other than a pile driver or clamshell, that requires a certificate of on-site inspection and that utilizes a lattice boom, lattice jib, or lattice mast at the site, only the option listed in subparagraph (i) of this paragraph may be utilized; except, however, should the anemometer on the crane malfunction, the option listed in subparagraph (ii) of this paragraph may be utilized. 2. For a derrick that requires a certificate of on-site inspection, only the options listed in subparagraphs (i) or (ii) of this paragraph may be utilized. (i) Anemometer on the crane or derrick. An anemometer provided by the crane or derrick manufacturer, or an entity acceptable to the manufacturer, and installed at the top of the boom or other location specified by the manufacturer. The anemometer must measure a 3-second gust wind. A real time display of the anemometer must be available to the hoisting machine operator at the operator's station. (ii) Anemometer at the site. An anemometer located at a high point of the site approximate to the height and location of the crane or derrick boom/jib, freely exposed to the wind, and calibrated in accordance with ASTM D 5096-02. The anemometer must measure a 3-second gust wind. A real time display of the anemometer must be available to the hoisting machine operator at the operator's station, or a person designated by the hoisting machine operator must be provided to monitor the display and alert the hoisting machine operator when measurements near, meet, or exceed the thresholds specified in the approved wind action plan. (iii) Nearest weather station. The most recent gust wind speed reported at the nearest National Weather Service weather station. The equipment user must establish a system to ensure the hoisting machine operator is notified when reported wind gusts near, meet, or exceed the thresholds specified in the approved wind action plan. An acceptable system may include engaging a metrological service to provide a text or similar alert to a person designated by the equipment user when wind thresholds are neared, met, or exceeded, and have such designated person notify the hoisting machine operator. (iv) Anemometer as operational aid. The anemometer required by subparagraphs (i) and (ii) of this paragraph is to be considered an operational aid and must be checked prior to each shift as part of the frequent inspection required by paragraph (1) of subdivision (k) of this section. (u) Documents to be maintained at the site. Where this section requires construction or submittal documents, drawings, plans, calculations, inspection or meeting records, manufacturer specifications, or similar documents, copies of such must be maintained at the site, including in an electronic format acceptable to the commissioner, for the duration of the job and made available to the commissioner upon request. (1) Plans to be available to hoisting machine operators. The equipment user must ensure that a copy of the approved crane or derrick notice plan, the approved assembly/disassembly plan, and the approved wind action plan are kept in the hoisting machine cab or at the operator's station at all times, easily accessible to the hoisting machine operator. (2) Plans to be available to the lift director and the assembly/disassembly director. The equipment user must ensure that a copy of the approved crane or derrick notice plan, the approved assembly/disassembly plan, and the approved wind action plan are separately kept at the site at all times, easily accessible to the lift director and the assembly/disassembly director, as appropriate. (v) [Reserved.] (w) Enforcement. See Chapter 2 of Title 28 of the New York City Administrative Code. (x) Waiver or modifications. Variations to the provisions of this section may be granted by the commissioner in accordance with the requirements of § 28-103.3 of the Administrative Code. (y) Referenced standards. The standards referenced in this section are considered part of the requirements of this section to the prescribed extent of each such reference. Where differences occur between provisions of this section and referenced standards, the provisions of this section shall apply. Standard Name Year American Society of Civil Engineers (ASCE) ASCE 7 Minimum Design Loads for Buildings and Other Structures 2005 American Society of Mechanical Engineers (ASME) ASME B30.3 Tower Cranes 2004, 2009, 2012, & 2016 ASME B30.5 Mobile Cranes 1968, 1982, 1989, 1994, 2000, 2004, 2007, 2011, & 2014 ASME B30.6 Derricks 2003, 2010, & 2015 ASME B30.22 Articulating Boom Cranes 2005, 2010, & 2016 ASME B30.29 Self-Erecting Tower Cranes 2012 European Standards (EN) EN 996 Piling Equipment 2009 & 2014 EN 13000 Mobile Cranes 2004, 2010, & 2014 EN 14439 Tower Cranes 2006 & 2009 EN 16228 Drilling and foundation equipment 2014 American Society for the Testing of Materials ASTM D 5096-02 Standard Test Method for Determining the Performance of a Cup Anemometer or Propeller Anemometer 2011 International Organization for Standardization (ISO) ISO 9001 2008 SAE International (SAE) SAE J765 Crane Load Stability Test Code 1990 SAE J987 Lattice Boom Cranes - Method of Test 1967 & 2003 SAE J1063 Cantilevered Boom Crane Structures - Method of Test 1993 (Added City Record 11/30/2015, eff. 1/1/2016; amended City Record 4/24/2017, eff. 5/24/2017; amended City Record 9/6/2017, eff. 10/6/2017; amended City Record 12/6/2017, eff. 1/5/2018; amended City Record 6/23/2020, eff. 7/23/2020; amended City Record 6/25/2024, eff. 7/25/2024; amended City Record 8/21/2025, eff. 9/20/2025) Editor's note: Section 31 of the amending rule (City Record 4/24/2017, eff. 5/24/2017) provides: "These amendments shall take effect 30 days after the final version is published, except that (i) the notification requirements in paragraph (5) of subdivision (c) of Section 3319-01 of Chapter 3300 of Title 1 of the Rules of the City of New York (Section 6 of this rule) shall not take effect until May 1, 2018, (ii) the requirements of paragraphs (7) and (8) of subdivision (g) of Section 3319-01 of Chapter 3300 of Title 1 of the Rules of the City of New York (Section 11 of this rule) shall not take effect until May 1, 2018, and (iii) the requirement in paragraph (7) of subdivision (t) of Section 3319-01 of Chapter 3300 of Title 1 of the Rules of the City of New York (Section 24 of this rule) for certain cranes to be equipped with an anemometer shall not apply to a crane that is not a crawler crane and whose certificate of on-site inspection was issued before such effective date."

1 RCNY § 3319-02 Lift Directors.

§ 3319-02 Lift Directors. (a) Applicability. This rule applies to the designation of a lift director and to the responsibility and authority of any person designated as a lift director. (b) Definitions. For the purposes of this section, terms defined in Chapter 33 of the New York City Building Code and 1 RCNY § 3319-01 will have the same meaning here. (c) Designation of lift director. The equipment user must designate a lift director and ensure a lift director is present at the site when required as specified in paragraph (1) of this subdivision. (1) Lift directors required. It shall be unlawful for a crane or derrick that requires or possesses a certificate of on-site inspection, or which, in accordance with rules promulgated by the commissioner, is subject to supervision by a licensed master rigger in lieu of a certificate of on-site inspection, to perform any of the following tasks unless a lift director is present at the site during all times when: (i) The crane or derrick is picking a load; (ii) The crane is traveling at the site, including but not limited to being moved onto or off of cribbing or up or down a ramp; (iii) The crane or derrick is being placed into a parked condition or otherwise being taken out of service; (iv) The crane's or derrick's boom/jib is being laid down or jackknifed; (v) The crane's or derrick's boom/jib is being raised from a laid down or jackknifed position; or (vi) Other special protective measures for wind are being installed or removed. Exception. The requirement for a lift director does not apply to the assembly or disassembly of a crane or derrick, nor to the use of an assist crane or derrick during assembly/disassembly, provided an assembly/disassembly director is supervising the assembly/disassembly operation in accordance with rules promulgated by the commissioner. (2) Qualified and competent. The equipment user may only designate a qualified and competent person to serve as the lift director. (3) Jobs supervised by a master rigger. Where a crane or derrick that requires a lift director is supervised by a licensed master rigger, the equipment user must designate as the lift director either: (i) The licensed master rigger; or (ii) A master rigging foreman who is designated as a rigging foreman by the licensed rigger in accordance with 1 RCNY § 104-20. (4) Designation of existing personnel. Personnel at the site who perform other tasks, including but not limited to the rigging supervisor required by Section 3316.9 of the New York City Building Code, may be designated to serve as the lift director, provided they meet the qualification requirements for a lift director and can fulfill the responsibilities of a lift director. Exceptions: 1. Hoisting machine operators may not serve as the lift director at the same time they are operating a hoisting machine or supervising the operation of a hoisting machine by a trainee. 2. A site safety manager, site safety coordinator, registered construction superintendent, concrete safety manger, or construction site fire safety manager who is serving in such role at the site may not serve as the lift director. (d) Notification to the department of the lift director. The equipment user must notify the department of the designated primary lift director prior to the commencement of work. If a designated alternate lift director will be acting in the place of the primary lift director for a period longer than two consecutive weeks, the department must be so notified by the equipment user. The equipment user must immediately notify the department of any permanent change of the primary lift director. Exception: For a crane or derrick whose crane or derrick notice application was submitted prior to July 1, 2018, notification to the department is not required. A letter designating the lift director, signed and dated by the equipment user, must be kept at the site and available for inspection by the commissioner upon request. (e) Responsibilities of the lift director. The primary lift director, or a designated alternate lift director, must be present at the site at all times when required by paragraph (1) of subdivision (c). The primary lift director, or in the event that an alternate lift director will be acting in the place of the primary lift director, the alternate lift director, is responsible for ensuring the following, either by personally performing the task, or directly overseeing and assigning personnel to perform the task: (1) That the crane or derrick is located and configured in accordance with the approved crane or derrick notice plans prior to the start of each shift and whenever the crane or derrick is relocated or reconfigured; (2) That site conditions match the approved crane or derrick notice plans prior to the start of each shift and whenever the crane or derrick is relocated or reconfigured; (3) That traffic and pedestrian controls are in place, prior to the start of and throughout: (i) The work shift; (ii) Any crane or derrick relocation; (iii) Any laying down or jackknifing of the crane's or derrick's boom/jib; (iv) Any raising of the crane's or derrick's boom/jib from a laid down or jackknifed position; or (v) Any other special protective measures for wind are being installed or removed. (4) That the hoisting machine operator, rigging supervisor, and rigging crew members, including signalpersons, possess the proper license, foreman card, certification card, or training card, as appropriate, prior to their commencement of work at the site; (5) That the hoisting machine operator and rigging supervisor are present throughout the shift; (6) That weather conditions and forecasts are monitored as warranted; (7) That, in coordination with the hoisting machine operator and the rigging supervisor, operations cease when warranted by weather conditions or forecasts and an evaluation of current crane or derrick operations, anticipated pick times, and the lead time required to stop picks and park or secure the crane or derrick in accordance with the approved wind action plan, or where a wind action plan is not required, in accordance with the specifications of the crane or derrick manufacturer; (8) That, at the end of the shift, or as weather conditions warrant, the hoisting machine operator has ceased operations; (9) That, where required by 1 RCNY § 3319-01(k)(2), the hosting machine operator has completed a written record prior to leaving the site; (10) That, when warranted during out of service periods, appropriate personnel return to the site and take further steps to secure the crane or derrick; (11) That, when carrying loads over an occupied building, the top two floors are vacated or proper roof protection is in place prior to the start of such operation in accordance with 1 RCNY § 3319-01(q)(3)(v); (12) That, prior to a critical pick as defined in Section 3302.1 of the New York City Building Code, a master rigger or registered design professional verified compliance with the critical pick plan in accordance with Section 3316.9.1 of the New York City Building Code; (13) That, prior to operating near overhead power lines, there is compliance with 1 RCNY § 3319-01(s)(3); (14) That, prior to hoisting personnel with a crane or derrick, there is compliance with 1 RCNY § 3319-01(q)(6); (15) That required frequent inspections of the crane, derrick, and rigging equipment are performed prior to the start of the shift; (16) That the crane operator is informed of the weight of loads to be lifted, as well as the lifting, moving, and placing locations for these loads; (17) That the crane operator's verification has been obtained that this weight does not exceed the crane's rated capacity; (18) That constant communication is maintained between the operator, rigging supervisor, and signalpersons; and (19) That the load is properly rigged for the lifting conditions before it is lifted more than a few inches. (f) Ordering corrective action and notification to the department. If the lift director discovers a violation of one or more of the items identified in subdivision (e) of this section, the lift director must immediately notify the appropriate personnel to correct the condition, and if necessary, order the crane or derrick and rigging operations to stop. If the violation is not promptly corrected, the lift director must notify the department of the violation. Upon the condition being corrected, or where it is not corrected, upon the lift director notifying the department of the violation, any responsibility the lift director has, as it pertains to their role as the lift director, arising out of, or as a result of the existence of that condition, will cease. (g) Authority to stop operations. The lift director has the authority to stop crane or derrick and rigging operations. When the lift director orders operations to stop, the hoisting machine operator and rigging supervisor must take appropriate action to safely implement the directive. The hoisting machine operator and rigging supervisor each separately possess authority to stop crane or derrick and rigging operations; the lift director may not overrule the hoisting machine operator or rigging supervisor when the hoisting machine operator or rigging supervisor orders operations to stop. (h) Does not diminish responsibility. The presence of the lift director does not relieve, alter, or diminish any responsibility or obligation of any other party, including but limited to the equipment user, hoisting machine operator, rigging supervisor, site safety manager, site safety coordinator, or construction superintendent. (i) Ensuring personnel understand duties. The lift director is responsible for ensuring that personnel involved in crane or derrick operations understand their responsibilities, assigned duties, and the associated hazards. (j) Pre-shift meeting. Prior to the start of every shift the lift director must lead a pre-shift meeting with the hoisting machine operator, rigging supervisor, signalpersons, and the supervisor of the flagpersons and pedestrian traffic managers. This meeting may be conducted via radio or phone. (1) The following topics must be discussed at every meeting: (i) The day's planned operations; (ii) Pedestrian and traffic controls; (iii) Current weather conditions and forecasts; and (iv) As applicable, signaling/communication protocols for tandem picks, multiple crane or derrick operations, and operating in the blind. (2) The following topics must also be discussed at the initial meeting, and at any subsequent meeting where tasks, personnel, or crane or derrick configurations have changed: (i) Roles of personnel; (ii) Objects to be lifted/lowered, including a review of their weights, lifting points, and any special considerations; (iii) Rigging equipment to be used; (iv) Site conditions; (v) Pick and landing zones; (vi) Fall, crush, electrical, and other hazards; (vii) In-service and out-of-service wind thresholds for the crane or derrick; and (viii) Permit validity. (3) Record of meeting. See 1 RCNY § 3319-01(h)(4). (k) Review of plans. Prior to the lift director's initial commencement of work with the crane or derrick at the site, each time the crane or derrick enters into a new phase, and each time relevant sections of plans are amended, the lift director must review the applicable sections of the approved crane or derrick notice plan in relation to site conditions, crane or derrick location and configuration, and traffic and pedestrian control; the applicable sections of the approved wind action plan with regard to the wind speed thresholds for the crane or derrick; and, as applicable, relevant rigging plans. It is the responsibility of the equipment user to verify that the lift director has reviewed the relevant materials, as required, and to notify the lift director each time the crane or derrick notice plans, the wind action plan, or rigging plans, are amended. Exception: Where a certificate of on-site inspection is not required, all of the above requirements apply, except that in lieu of the above requirement to review the applicable sections of the approved crane or derrick notice plan and the applicable sections of the wind action plan, the lift director must instead review the applicable sections of the crane or derrick manual with regards to the setup, founding, lift or swing restrictions, and the wind speed threshold for the crane or derrick configuration to be utilized, as well as, where prepared, any plans or drawings with regards pertinent site features, obstacles, and restrictions, the location and configuration of the crane or derrick at the site, and matting or dunnage. (Added City Record 4/24/2017, eff. 5/24/2017) Editor's note: Section 2 of the enacting rule (City Record 4/24/2017, eff. 5/24/2017) provides: "This rule shall take effect 30 days after the final version is published, except that this rule shall not apply to the use of a mobile crane at a construction site where a certificate of on-site inspection for the use of such crane at such site is issued prior to July 1, 2017; provided that this exception shall not apply to a mobile crane that is a crawler crane. As used in this section the terms certificate of on-site inspection, mobile crane and crawler crane are as defined in Chapter 33 of the New York city building code."

1 RCNY § 3320-01 Cableways

§ 3320-01 Cableways (a) Applicability. Cableways subject to the jurisdiction of the department must conform to the requirements in this section and in ASME B30.19. (b) Definitions. For the purposes of this section, terms defined in Chapter 33 of the New York City Building Code and 1 RCNY § 3319-01 will have the same meaning here. (c) Permit. No cableway may be installed until a permit has been issued by the commissioner on the basis of construction documents prepared by an engineer. Such construction documents must, at a minimum, include all the items required to be submitted as part of an application for a crane or derrick notice. (d) Inspection report. Following an installation or reinstallation, no cableway may be used until the engineer who prepared the construction documents required by Subdivision (c) of this section, or a registered design professional working under the direct and continuing supervision of such engineer, has performed an inspection to verify that the cableway was installed in accordance with the construction documents, and such engineer files a report, acceptable to the commissioner, with the Department, attesting to such satisfactory inspection. (e) Special inspections. Cableways are subject to the same special inspection requirements as cranes and tower cranes in Paragraph (6) of Subdivision (k) of 1 RCNY § 3319-01. (f) Licensed operator required. Cableways must be operated by a person holding a Class B hoisting machine operator's license. (g) Rigging. Individuals who attach and detach articles from a cableway, supervisors of such individuals, and signalpersons involved in cableway operations must be trained or certified in accordance with the provisions of Section 3316.9 of the New York City Building Code. The requirements applicable to hoisting equipment set forth in Section 3316.9 of the New York City Building Code are applicable to cableways under this section. (h) Lift director. A lift director is required for the use of a cableway. Cableways are subject to the same lift director requirements as cranes and derricks in 1 RCNY § 3319-02. The requirements applicable to certificates of on-site inspection in 1 RCNY § 3319-02 shall apply to permits issued under this section. (i) Assembly/disassembly. Cableways are subject to the same assembly/disassembly requirements as cranes and derricks in Paragraphs (6) and (7) of Subdivision (i) of 1 RCNY § 3319-01. The requirements applicable to certificates of on-site inspection in Paragraphs (6) and (7) of Subdivision (i) of 1 RCNY § 3319-01 shall apply to permits issued under this section. (j) Transporting personnel. In addition to the provisions of Section 19-3.2.2 of ASME B30.19, the hoisting and transporting of personnel with a cableway must also comply with the requirements of 1 RCNY § 3319-01(q)(6). (k) Referenced standards. The standards referenced in this section are considered part of the requirements of this section to the prescribed extent of each such reference. Where differences occur between provisions of this section and referenced standards, the provisions of this section will apply. Standard Name Year American Society of Mechanical Engineers (ASME) ASME B30.19 Cableways 2011 (Added City Record 10/24/2017, eff. 11/23/2017)

1 RCNY § 3321-01 Construction Site Safety Training (SST). [Repealed] (Added City Record 12/20/2019, eff. 1/19/2020; amended City Record 11/10/2020, eff. 12/10/2020; repealed City Record 5/20/2025, eff. 6/19/2025)

Source: City of New York, Charter, Administrative Code and Rules (American Legal Publishing XML export, codelibrary.amlegal.com)URL: https://codelibrary.amlegal.com/codes/newyorkcity/latest/NYCrules/0-0-0-155357Fetched: 10/24/2026