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Permit Review Detail
Review Status: Completed
Review Details: 3RD PARTY REVIEW-COMMERCIAL
Permit Number - T03CM00223
Review Name: 3RD PARTY REVIEW-COMMERCIAL
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 01/21/2003 | DAN CASTRO | ZONING | REVIEW | Passed | |
| 03/12/2003 | EROSE1 | WATER | REVIEW | Needs Review | |
| 03/12/2003 | GP | 3RD PARTY REVIEW-COMMERCIAL | REVIEW | Denied | ARCHITECTURAL COMMENTS Sheet 0.2 1.Demonstrate that existing structure plus new addition is within the maximum allowable area permitted. Ref. IBC 503, 506 & 302.3. 2.In the Code Review Data for the Activity Center Building, the table for plumbing fixtures provided is blank; please clarify and coordinate. 3.Please clarify the occupancy classification of A-3 with respect to Footnote (e) for Table 302.3.3. If the A-3 classification is applicable, then reflect method of compliance with IBC 302.3.1, 302.3.2 & 302.3.3 as appropriate. 4.The Code Review Data does not reflect compliance with IBC Table 601. See interior bearing walls. Sheet 0.4 1.Provide dimensions and show method of compliance with IBC 503.1.3 or Table 602 for multiple buildings on a site. Revise code data on Sheet 0.2 showing 590' clear at South. 2.Show exit paths to the public way or identify location/capacity of safe dispersal areas. Provide plan information for any gates that occur on the egress path. 3.Denote requirement to post room capacity and indicate the number of occupants to be posted. Ref. IBC 1003.2.2.5. Sheet A1.0 1.Provide detailing for roof drainage scuppers and reflect height and width of the drainage openings. Ref. 2.Demonstrate that the existing Multi-Purpose will still be provided with code compliant existing. Ref. IBC 3402. Reflect compliance with IBC 106.1.2 in the plan documents. 3.Detail stairs, stair handrails as specified in IBC 1003.3.3. 4.Demonstrate method of compliance with IBC 3408.4 for accessible route, accessible entrance, accessible fixtures. 5.The structure is indicated to be a Type II-A construction, provide plan detailing of all fire resistive construction reflecting all construction requirements as outlined in tested/listed assembly descriptions, or specify the IBC Chapter 7 Tables to be utilized for fire resistive elements. Ref. IBC Table 601, 703. 6.Provide listed tested firestops for penetrations where protected openings are required at this time, or denote on Cover Sheet as a Deferred Submittal pursuant to IBC 106.3.4.2. Ref. IBC 711. 7.The reflected Ceiling Plan in Detail D does not show exit light locations although listed in the Legend. 8.Coordinate with Electrical Plan and provide lighting at exterior side of exit discharge locations that are supplied with emergency power per IBC 1003.2.11.2(4). 9.Sheet 0.2 of plans does not show any drinking fountains in the schedule for "Plumbing Fixtures Provided, Existing". 10.Provide separation of Storage Room over 100 sq. ft. that is immediately adjacent to this addition pursuant to IBC 302.1.1. Coordinate with Mechanical Plans for dampers as applicable. 11.Revise Code Review Data on Sheet 0.2 to reflect minimum Class B roof covering class. Ref. IBC Table 1505.1. 12.The project is labeled as an Activity Center which implies that tables and chairs will not always occur. Revise occupant load on Sheet 0.2 to reflect seven persons/S.F. per IBC Table 1003.2.2.2. 13.Denote requirement for alarm system in the Code Review Data on Sheet 0.2 14.Address compliance with IBC 1109.1, 1109.2 for entrances and 1109.3 for signage and listening devices. 15.Detail/dimension threshold and landings at exterior doors. Ref. IBC 1003.3.1.6. STRUCTURAL COMMENTS Sheet 3.0 1.Reference Note 5 of masonry specifications and coordinate #4 @ 32" o.c. typical vertical reinforcement with page 7/18 of calculation package where #4 @ 16" o.c. is developed; please clarify. 2.Reference Note B of steel specifications and clarify ASTM A-992 shown on plan. Coordinate with structural design submitted where all steel elements are designed as ASTM A36. 3.Reference high strength bolts addressed on Detail 11/3.3 and add such Special Inspections on plan notes. See IBC 1704.3.3. Sheet 3.1 1.See Architectural Sheets 1.0 or 0.3 and Topography Map for correct orientation of North arrow. Please revise plans and calculations wall references. 2.Clarify project document where 3500 psf allowable soil pressure at built locations is addressed. GSN on Sheet 3.0 indicates 1500 psf soil pressure only. Also recheck adequacy of entire spread footing with 2' x 3' extension under steel columns. 3.Seismic load governs in N/S direction, but page 14/18 does not appear to account for weight of in-plane wall when such wall is designed. Please see South wall piers and recheck. 4.Coordinate with Comment #3 above, and address bearing pressure check under masonry shear wall foundations, including combined bending and compression, not found addressed with the submitted package. Sheet 3.2 1.Reference Detail 5 and clarify/provide wall design where wall continues below ground level and lateral soil pressure shall be addressed. PLUMBING COMMENTS General 1.Plumbing consists of gas piping for rooftop units. No drainage or water supply for fixtures is indicated in plans. Roof Drainage Sheet 1.0 1.Provide details of roof drainage system. Include size of scupper, downspout, etc. Ref. UPC Appendix D, 3"/hr. Sheet 15.3 1.Verify existing gas supply system is adequate to supply additional combined loading of 300 CFH for installation of AC/1 and AC/2. Ref. UPC Chapter 12. 2.Provide specifications for gas piping. Ref. UPC 1210.0. MECHANICAL COMMENTS General 1.Provide specifications for duct and condensate drain materials. Sheet 15.1 1.Installation of CO2 sensors are indicated suggesting enthalpy economizer system will be provided. However, equipment schedules on Sheet 15.2 indicate manual outside air damper. No air setting is indicated. Please clarify. Provide outside air determined in accordance with IMC 403.2. 2.Coordinate with Electrical Plans and provide duct smoke detectors in return air duct of each A/C unit upstream of outside air connections and filters. Detectors cannot be deleted due to exterior doors. Ref. IMC 606.2.1. Sheet 15.2 1.International Energy Conservation Code Calculations shall comply with 1998 IECC, not 2000 edition as indicated. Building envelope compliance (Section 702) is provided and Equipment Schedule indicates compliance with Section 703. Water heating (Section 704) is not applicable. However, no compliance for lighting is indicated as required by IECC Section 705. Please provide. ASHRAE/IES Energy Code for Commercial and High-Rise Residential Buildings may be utilized to satisfy requirement. Ref. IECC Sections 601.1, 701.2 & 702.1. ELECTRICAL COMMENTS - The Electrical portion has been reviewed and approved. |
| 03/12/2003 | EROSE1 | FLOODPLAIN | REVIEW | Needs Review | |
| 03/12/2003 | EROSE1 | WWM | REVIEW | Needs Review | |
| 03/17/2003 | EROSE1 | FIRE | REVIEW | Needs Review |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 03/12/2003 | ELAINE ROSE | OUT TO CUSTOMER | Completed |