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Permit Review Detail
Review Status: Completed
Review Details: RESUBMITTAL
Permit Number - T20CM07995
Review Name: RESUBMITTAL
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 01/21/2021 | SBLOOD1 | ENGINEERING | REVIEW | Approved | |
| 01/27/2021 | ARUIZ1 | 3RD PARTY REVIEW-COMMERCIAL | REVIEW | Reqs Change | ARCHITECTURAL COMMENTS General 1. It appears that there are card readers on the egress side at many of the doors providing egress from the main building and the guard houses. Per 2018 IBC Sec. 1019.1.9 egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. Within Sec. 1019.1.9 there are some methods of having controlled egress doors, however none of them are applicable to Group S-1 Occupancies. Sensor Page 2 of 5 \\us1322- f01\workgroup\1852\active\185215009\2020\tuc_20_152_t20cm07995_project_merlin_new_building\tuc_20_152_t20cm07995_project_merlin_new_buildi ng_review1.docx released locks and electromagnetically locked egress doors are allowed for Group B Occupancies per Sec. 1010.1.9.8 and 1010.1.9.9 respectively. Please correct. 2. There is a pole foundation detail on Sheet A-407 (i.e. Detail 7), two such details on Sheet Sd2.1 (i.e. Details 12 and 13), and two additional details on Sheet E-102; please coordinate. Structural calculations have been provided for the details on Sheet SD2.1; the other details are structurally unverified by calculation. Sheet A-000 3. Please indicate on this sheet that the automatic fire sprinkler system and fire alarm system are to be provided as part of this project (as required by 2018 IBC Sec. 903 and 907 respectively) and are to be submitted as a separate permit (not a deferred submittal). 4. The plans indicate that premanufactured steel trusses will be provided as part of a deferred submittal. Either provide the documents now or list on this sheet as a deferred submittal and include the following notes: PER IBC Section 107.3.4 <Name of Registrant>, the registered design professional in charge shall be responsible for reviewing and coordinating submittal documents prepared by others, including phased and deferred submittal items, for compatibility with the design of the building. PER IBC Section 107.3.4.1 Submittal documents for deferred submittal items shall be submitted to the registered design professional in responsible charge, who shall review them and forward them to the Building Official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building. 5. Note on the cover of the drawings that special inspection is required for earthwork, concrete, epoxy and expansion anchors, structural steel, cold-formed steel framing, highstrength bolts, field welding, masonry, and possibly outdoor lighting.. Also, provide City of Tucson special inspection certificate(s) with Parts A and B completed. Make sure that the owner or their legal representative signs the form. 6. The code analysis does not discuss the allowable area of the building per 2018 IBC 506; please clarify on the plans how this building meets the requirements for allowable area. {Suspect that you are attempting to meet 2018 IBC Sec. 507.4 for unlimited area buildings; however, you will need to meet the provisions of Sec. 507.4.1 for the Group A Occupancies.} Sheet AG-101 1. The 2018 IBC references the ICC/ANSI A117.1 – 2009 Edition; all the refences on this sheet incorrectly reference the 2017 Edition. Please correct. Page 3 of 5 \\us1322- f01\workgroup\1852\active\185215009\2020\tuc_20_152_t20cm07995_project_merlin_new_building\tuc_20_152_t20cm07995_project_merlin_new_buildi ng_review1.docx Sheet GH-108 1. Detail C shows the overflow being part of the scupper head. Per 2018 IPC Sec. 1108.1 overflow scuppers shall be a separate penetration (i.e. inlet and outlet for each drain shall be independent) through the parapet. Sheets A-110 and A130A 1. Men’s Rooms 118 and 119 are a combined single multiuser toilet room containing 4 toilets and 2 urinals. Per 2018 IBC Sec. 1109.2.2, since there are a combined total of six or more water closets and urinals, one of the toilets must be in an ambulatory compartment meeting the requirements of ICC/ANSI A117.1-2009 Sec. 604.10. Women’s Rooms 120 and 121 have the same issue and will also require an ambulatory compartment. Sheet A-131 1. Utility Room 406 contains two 3,000-amp switchboards. Per 2018 IBC Sec. 1010.1.10, electrical rooms with equipment rated 1,200 amperes or more and over 6 feet wide, and that contain overcurrent devices, switching devices, or control devices with exit or exit access doors shall be equipped with panic hardware. Interior Door 406 is noted in the door schedule on Sheet A-406 as having Hardware Set TI-20 which includes panic hardware, however Exterior Door S023 is noted in the door schedule on Sheet A-405 as having Hardware Set 7B, which does not include panic hardware. Please coordinate. Sheet GH-102 1. The Guard House Door Schedule contains “text over text” making a portion of the schedule illegible. STRUCTURAL COMMENTS General 1. Provide a copy of the geotechnical report for this project [Speedie and Associates Report No. 201623ST, dated September 16, 2020]. Sheet S2.3 1. Provide a detail of the office area end wall panels to main building tall panels connection. Sheets S3.1 and S3.2 1. Provide a legend for the dotted line indication along C/L 8. Most likely it is deck boundary welding at either side of the expansion joint. Similar graphics is shown at the office area interior shear wall with drag tie. Page 4 of 5 \\us1322- f01\workgroup\1852\active\185215009\2020\tuc_20_152_t20cm07995_project_merlin_new_building\tuc_20_152_t20cm07995_project_merlin_new_buildi ng_review1.docx Sheet SD4 1. Wood nailer and purlins are shown in Detail 14; however, this building is of Type II-B Construction (i.e. non-combustible construction). 2. The L6x6x1/2 outrigger should be knee braced to prevent fatigue weld break at the main frame beam. The loads are cyclical and infrequent. Sheet SD5 1. At Details 1 and 2 call out the tie back rebars at the drag strut connections. Weldable bars (i.e. 706) should be indicated. Also, the bars size and length is not called out. MECHANICAL COMMENTS There are no comments. PLUMBING COMMENTS General 1. Information about the upstream manhole rim and finished floor elevation needs to be provided; provide private site utility drawings (i.e. private water and private sewer). Will a backwater valve be required to serve this building per 2018 IPC Sec. 714 as amended by the City of Tucson? Sheet P-401 1. Complete the vent section next to the vent-thru-roof on the middle Stack “A”. ELECTRICAL COMMENTS General 1. On the cover sheet under the governing codes list the current adopted edition of the National Electric Code (i.e. 2017 NEC). 2. Provide GFCI breakers for all vending machines as required by 2017 NEC Art. 422.5. 3. Provide a complete design for plan review and permitting. Show the locations and circuits for the landscape controllers, hot boxes, the charging service and charging stations. Provide only the work and equipment that are included in this permit on the plans. Page 5 of 5 \\us1322- f01\workgroup\1852\active\185215009\2020\tuc_20_152_t20cm07995_project_merlin_new_building\tuc_20_152_t20cm07995_project_merlin_new_buildi ng_review1.docx Sheet E-101 1. Please provide on the plans complete outdoor lighting calculations showing compliance with the 2012 City of Tucson/Pima County Outdoor Lighting Code (OLC) on the plans which include the following information: a. Each exterior luminaire type with the lumens for that type, the quantity of each type and whether the luminaire is full cut-off or unshielded, and the color rendition (i.e. not to exceed 3500K). All the fixtures provided are currently specified at 4000K. b. The total of full cut-off and unshielded lumens for the parcel. c. A statement of the lighting area, the size of the permitted parcel, and the maximum allowed full cut-off and unshielded lumens. d. A statement that special inspection is required (or is not required) per Sec. 104.2.2. Sheet E-102 1. Provide a light base detail designed and sealed by a structural engineer or list it as a deferred submittal. {Reference the architectural comments for coordination.} Sheets E-401 and E-402 1. Provide a City of Tucson special inspection certificate for the required testing. 2. Provide the labeling verbiage and the plaque locations for compliance with 2017 NEC Art. 230.2(E) and 705.10. |
| 01/27/2021 | ARUIZ1 | ZONING | REVIEW | Needs Review | |
| 01/27/2021 | ARUIZ1 | COMMERCIAL IMPACT FEE | COMMERCIAL IMPACT FEE PROCESSING | Needs Review | |
| 01/27/2021 | ARUIZ1 | 3RD PARTY REVIEW-COMMERCIAL | AT 3RD PARTY OFFICE | Completed | ARCHITECTURAL COMMENTS General 1. It appears that there are card readers on the egress side at many of the doors providing egress from the main building and the guard houses. Per 2018 IBC Sec. 1019.1.9 egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. Within Sec. 1019.1.9 there are some methods of having controlled egress doors, however none of them are applicable to Group S-1 Occupancies. Sensor Page 2 of 5 \\us1322- f01\workgroup\1852\active\185215009\2020\tuc_20_152_t20cm07995_project_merlin_new_building\tuc_20_152_t20cm07995_project_merlin_new_buildi ng_review1.docx released locks and electromagnetically locked egress doors are allowed for Group B Occupancies per Sec. 1010.1.9.8 and 1010.1.9.9 respectively. Please correct. 2. There is a pole foundation detail on Sheet A-407 (i.e. Detail 7), two such details on Sheet Sd2.1 (i.e. Details 12 and 13), and two additional details on Sheet E-102; please coordinate. Structural calculations have been provided for the details on Sheet SD2.1; the other details are structurally unverified by calculation. Sheet A-000 3. Please indicate on this sheet that the automatic fire sprinkler system and fire alarm system are to be provided as part of this project (as required by 2018 IBC Sec. 903 and 907 respectively) and are to be submitted as a separate permit (not a deferred submittal). 4. The plans indicate that premanufactured steel trusses will be provided as part of a deferred submittal. Either provide the documents now or list on this sheet as a deferred submittal and include the following notes: PER IBC Section 107.3.4 <Name of Registrant>, the registered design professional in charge shall be responsible for reviewing and coordinating submittal documents prepared by others, including phased and deferred submittal items, for compatibility with the design of the building. PER IBC Section 107.3.4.1 Submittal documents for deferred submittal items shall be submitted to the registered design professional in responsible charge, who shall review them and forward them to the Building Official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building. 5. Note on the cover of the drawings that special inspection is required for earthwork, concrete, epoxy and expansion anchors, structural steel, cold-formed steel framing, highstrength bolts, field welding, masonry, and possibly outdoor lighting.. Also, provide City of Tucson special inspection certificate(s) with Parts A and B completed. Make sure that the owner or their legal representative signs the form. 6. The code analysis does not discuss the allowable area of the building per 2018 IBC 506; please clarify on the plans how this building meets the requirements for allowable area. {Suspect that you are attempting to meet 2018 IBC Sec. 507.4 for unlimited area buildings; however, you will need to meet the provisions of Sec. 507.4.1 for the Group A Occupancies.} Sheet AG-101 1. The 2018 IBC references the ICC/ANSI A117.1 – 2009 Edition; all the refences on this sheet incorrectly reference the 2017 Edition. Please correct. Page 3 of 5 \\us1322- f01\workgroup\1852\active\185215009\2020\tuc_20_152_t20cm07995_project_merlin_new_building\tuc_20_152_t20cm07995_project_merlin_new_buildi ng_review1.docx Sheet GH-108 1. Detail C shows the overflow being part of the scupper head. Per 2018 IPC Sec. 1108.1 overflow scuppers shall be a separate penetration (i.e. inlet and outlet for each drain shall be independent) through the parapet. Sheets A-110 and A130A 1. Men’s Rooms 118 and 119 are a combined single multiuser toilet room containing 4 toilets and 2 urinals. Per 2018 IBC Sec. 1109.2.2, since there are a combined total of six or more water closets and urinals, one of the toilets must be in an ambulatory compartment meeting the requirements of ICC/ANSI A117.1-2009 Sec. 604.10. Women’s Rooms 120 and 121 have the same issue and will also require an ambulatory compartment. Sheet A-131 1. Utility Room 406 contains two 3,000-amp switchboards. Per 2018 IBC Sec. 1010.1.10, electrical rooms with equipment rated 1,200 amperes or more and over 6 feet wide, and that contain overcurrent devices, switching devices, or control devices with exit or exit access doors shall be equipped with panic hardware. Interior Door 406 is noted in the door schedule on Sheet A-406 as having Hardware Set TI-20 which includes panic hardware, however Exterior Door S023 is noted in the door schedule on Sheet A-405 as having Hardware Set 7B, which does not include panic hardware. Please coordinate. Sheet GH-102 1. The Guard House Door Schedule contains “text over text” making a portion of the schedule illegible. STRUCTURAL COMMENTS General 1. Provide a copy of the geotechnical report for this project [Speedie and Associates Report No. 201623ST, dated September 16, 2020]. Sheet S2.3 1. Provide a detail of the office area end wall panels to main building tall panels connection. Sheets S3.1 and S3.2 1. Provide a legend for the dotted line indication along C/L 8. Most likely it is deck boundary welding at either side of the expansion joint. Similar graphics is shown at the office area interior shear wall with drag tie. Page 4 of 5 \\us1322- f01\workgroup\1852\active\185215009\2020\tuc_20_152_t20cm07995_project_merlin_new_building\tuc_20_152_t20cm07995_project_merlin_new_buildi ng_review1.docx Sheet SD4 1. Wood nailer and purlins are shown in Detail 14; however, this building is of Type II-B Construction (i.e. non-combustible construction). 2. The L6x6x1/2 outrigger should be knee braced to prevent fatigue weld break at the main frame beam. The loads are cyclical and infrequent. Sheet SD5 1. At Details 1 and 2 call out the tie back rebars at the drag strut connections. Weldable bars (i.e. 706) should be indicated. Also, the bars size and length is not called out. MECHANICAL COMMENTS There are no comments. PLUMBING COMMENTS General 1. Information about the upstream manhole rim and finished floor elevation needs to be provided; provide private site utility drawings (i.e. private water and private sewer). Will a backwater valve be required to serve this building per 2018 IPC Sec. 714 as amended by the City of Tucson? Sheet P-401 1. Complete the vent section next to the vent-thru-roof on the middle Stack “A”. ELECTRICAL COMMENTS General 1. On the cover sheet under the governing codes list the current adopted edition of the National Electric Code (i.e. 2017 NEC). 2. Provide GFCI breakers for all vending machines as required by 2017 NEC Art. 422.5. 3. Provide a complete design for plan review and permitting. Show the locations and circuits for the landscape controllers, hot boxes, the charging service and charging stations. Provide only the work and equipment that are included in this permit on the plans. Page 5 of 5 \\us1322- f01\workgroup\1852\active\185215009\2020\tuc_20_152_t20cm07995_project_merlin_new_building\tuc_20_152_t20cm07995_project_merlin_new_buildi ng_review1.docx Sheet E-101 1. Please provide on the plans complete outdoor lighting calculations showing compliance with the 2012 City of Tucson/Pima County Outdoor Lighting Code (OLC) on the plans which include the following information: a. Each exterior luminaire type with the lumens for that type, the quantity of each type and whether the luminaire is full cut-off or unshielded, and the color rendition (i.e. not to exceed 3500K). All the fixtures provided are currently specified at 4000K. b. The total of full cut-off and unshielded lumens for the parcel. c. A statement of the lighting area, the size of the permitted parcel, and the maximum allowed full cut-off and unshielded lumens. d. A statement that special inspection is required (or is not required) per Sec. 104.2.2. Sheet E-102 1. Provide a light base detail designed and sealed by a structural engineer or list it as a deferred submittal. {Reference the architectural comments for coordination.} Sheets E-401 and E-402 1. Provide a City of Tucson special inspection certificate for the required testing. 2. Provide the labeling verbiage and the plaque locations for compliance with 2017 NEC Art. 230.2(E) and 705.10. |