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Permit Review Detail
Review Status: Completed
Review Details: 3RD PARTY REVIEW-COMMERCIAL ONLY
Permit Number - T03CM04901
Review Name: 3RD PARTY REVIEW-COMMERCIAL ONLY
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 01/29/2004 | WILDAN | 3RD PARTY REVIEW-COMMERCIAL | REVIEW | Denied | The second review of the above-referenced project has been completed. The following items reflect original comments which remain unaddressed and require a written response indicating any action to be taken. In order to facilitate a shorter back-check time, we request that you provide two (2) sets revised plans and calculations, which highlight any changes made to the previous submittal. Please replace all revised drawing sheets, in all sets of plans, before returning to Willdan for the follow-up plan review. Please return comment drawings with your resubmittal. Also, please note that per paragraph V-C third party contract, third and subsequent reviews will be charged at the current hourly rate in addition to the base contract amount. Occupancy Occup. Load Construction Area S.F. Sprinklered Alarms R-2 108 V-B 27,922 Yes Yes GENERAL COMMENTS: 1. This project has been reviewed for conformance with the 2000 IBC, 1997 UAC, 2000 IMC, 1998 IECC, 1999 NEC codes with local modifications, and the 1994 UPC with State of Arizona amendments. Any revisions to this plan will require an additional review and approval by Willdan. List any applicable codes on Sheet A1 of this submittal. ARCHITECTURAL COMMENTS: The architectural portion has been reviewed and accepted. STRUCTURAL COMMENTS: Sheets D5, A16, A28, and 600 and 700 Series of Drawings 1. Provide the structural calculations and associated details for the construction of the firewalls used to establish the buildings as separate buildings. Reference IBC Sections 705.1 and 705.2. The requested information has not been provided. 2. Provide the truss manufacturer's calculations and layout sheets for the pre-engineered floor and roof trusses, or list the truss design package as a deferred submittal on Sheet A1 and in the General Structural Notes. Reference IBC Sections 106.1.1 and 106.3.4.2. Please list the truss submittal package as a deferred submittal on the cover sheet on the project documents. 3. Include, within the calculations, layout sheets for all beams, headers, sheer walls, post tensioning members, etc. Coordinate these tables with the beam schedule, header schedules, shear wall schedules, and foundations in the structural drawings. Reference IBC Sections 106.1 and 106.3.4. The requested information has not been provided. Please provide the layout sheets for the requested information, in the calculations, to clearly reflect the design for the beams, headers, shear walls, PT slab, etc. 4. Provide a nailing schedule for all structural and architectural details. Specify all hangers, strapping, and other mechanical connections for the project, including their associated ICBO/ICC report numbers. Reference IBC Section 106.1.1. The requested information has not been provided. PLUMBING COMMENTS: Sheet P1.1 1. Provide the location and rim elevation of the sanitary sewer manholes upstream and serving this property. Reference UPC Section 710. The referenced civil drawings were not provided with this submittal. MECHANICAL COMMENTS: The mechanical portion has been reviewed and accepted. ELECTRICAL COMMENTS: The electrical portion has been reviewed and accepted. ENERGY CODE COMMENTS: The energy code portion has been reviewed and accepted. ACCESSIBILITY COMMENTS: Type A Accessible Units Sheet A7 1. Dimension maneuvering clearances pursuant to ADAAG Section 4.1.3.6, Figure 25, at Door 18 accessing the patio area. Not Addressed: Please identify clearly the required dimension of 12" at push side latch side of the door. |
| 01/29/2004 | DROBEY1 | 3RD PARTY REVIEW-COMMERCIAL | AT 3RD PARTY OFFICE | Completed | The second review of the above-referenced project has been completed. The following items reflect original comments which remain unaddressed and require a written response indicating any action to be taken. In order to facilitate a shorter back-check time, we request that you provide two (2) sets revised plans and calculations, which highlight any changes made to the previous submittal. Please replace all revised drawing sheets, in all sets of plans, before returning to Willdan for the follow-up plan review. Please return comment drawings with your resubmittal. Also, please note that per paragraph V-C third party contract, third and subsequent reviews will be charged at the current hourly rate in addition to the base contract amount. Occupancy Occup. Load Construction Area S.F. Sprinklered Alarms R-2 108 V-B 27,922 Yes Yes GENERAL COMMENTS: 1. This project has been reviewed for conformance with the 2000 IBC, 1997 UAC, 2000 IMC, 1998 IECC, 1999 NEC codes with local modifications, and the 1994 UPC with State of Arizona amendments. Any revisions to this plan will require an additional review and approval by Willdan. List any applicable codes on Sheet A1 of this submittal. ARCHITECTURAL COMMENTS: The architectural portion has been reviewed and accepted. STRUCTURAL COMMENTS: Sheets D5, A16, A28, and 600 and 700 Series of Drawings 1. Provide the structural calculations and associated details for the construction of the firewalls used to establish the buildings as separate buildings. Reference IBC Sections 705.1 and 705.2. The requested information has not been provided. 2. Provide the truss manufacturer's calculations and layout sheets for the pre-engineered floor and roof trusses, or list the truss design package as a deferred submittal on Sheet A1 and in the General Structural Notes. Reference IBC Sections 106.1.1 and 106.3.4.2. Please list the truss submittal package as a deferred submittal on the cover sheet on the project documents. 3. Include, within the calculations, layout sheets for all beams, headers, sheer walls, post tensioning members, etc. Coordinate these tables with the beam schedule, header schedules, shear wall schedules, and foundations in the structural drawings. Reference IBC Sections 106.1 and 106.3.4. The requested information has not been provided. Please provide the layout sheets for the requested information, in the calculations, to clearly reflect the design for the beams, headers, shear walls, PT slab, etc. 4. Provide a nailing schedule for all structural and architectural details. Specify all hangers, strapping, and other mechanical connections for the project, including their associated ICBO/ICC report numbers. Reference IBC Section 106.1.1. The requested information has not been provided. PLUMBING COMMENTS: Sheet P1.1 1. Provide the location and rim elevation of the sanitary sewer manholes upstream and serving this property. Reference UPC Section 710. The referenced civil drawings were not provided with this submittal. MECHANICAL COMMENTS: The mechanical portion has been reviewed and accepted. ELECTRICAL COMMENTS: The electrical portion has been reviewed and accepted. ENERGY CODE COMMENTS: The energy code portion has been reviewed and accepted. ACCESSIBILITY COMMENTS: Type A Accessible Units Sheet A7 1. Dimension maneuvering clearances pursuant to ADAAG Section 4.1.3.6, Figure 25, at Door 18 accessing the patio area. Not Addressed: Please identify clearly the required dimension of 12" at push side latch side of the door. |