Permit Review Detail
Review Status: Completed
Review Details: 3RD PARTY REVIEW-COMMERCIAL TI
Permit Number - T03CM02104
Review Name: 3RD PARTY REVIEW-COMMERCIAL TI
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 05/20/2003 | ELAINE ROSE | ZONING | REVIEW | Needs Review | |
| 05/20/2003 | EROSE1 | ENGINEERING | REVIEW | Needs Review | |
| 05/20/2003 | EROSE1 | FIRE | REVIEW | Needs Review | |
| 05/20/2003 | GP | 3RD PARTY REVIEW-COMMERCIAL | REVIEW | Denied | ARCHITECTURAL COMMENTS General 1. The site/building information on Sheet A0 indicates to refer to Sheet CR1 for occupant/exit width information, however, Sheet CR1 is not listed in the Index and was not included in the bound and registrant sealed submittal documents. The 2000 IBC Chapter 10 is to be used as the applicable code. 2. Submit a Master Exiting Plan pursuant to 2000 IBC 106.1.2 and show maximum travel distance along with common path of egress travel distance (Ref. IBC 1004.2.4, 1004.2.5). Also reflect required width of exit discharge required/width of exit discharge provided (Ref. IBC Table 1003.2.3) in addition to reflecting compliance with IBC 1003.2.3. 3. Provide schematic Site Plan to document distances to real and/or assumed property lines. Ref. IBC 507-2, Table 704.8. Sheet D-1 1. Keynote 9L indicates to remove existing stair and handrails, however, Architectural plans are not clear regarding relocation; please clarify as Sheet A-1 shows the stair but does not identify relocated status. 2. Provide plan information for new entry mats reflective of ANSI A117.1, 302 compliance. Sheet A-1 1. Please coordinate Door Callouts 100.4, 100.5, 100.6 and 100.7 with schedule on Sheet A-11 and elevations on Sheet A11-A which show storefront where these doors are specified on Floor Plan. Also clarify the security grilles specified as Hardware Group 27 for these doors as well as the existing status specified in schedule as this appears to conflict with Sheet D-1, Keynote 3F. See IBC 1003.3.1.3.5 for additional information. Sheet A-3 1. Please clarify method of support for new gypsum board ceilings. Sheet A-5 1. Reflect self closing doors with pulls on both sides per ANSI A117.1, 604.8.3 at disabled accessible wheelchair and ambulatory stalls. 2. Show turn around space in Restroom 130. Ref. ANSI A117.1, 603.2.1. Sheet A-9 1. Revise Details 4, 7, 19, to comply with ANSI A117.1, Fig. 604.7 for toilet paper location. 2. Detail 18 does not reflect the clear area required from centerline of water closet to adjacent edge of lavatory. See ANSI A117.1, 604.3.1. 3. Revise project documents to reflect 1998 ANSI A117.1 as governing disabled accessibility as opposed to 1992. 4. Detail plans for compliance with ANSI 604.8.1 for accessible water closet compartment in Women's Room 132. Sheet A-10 1. Reflect compliance with IBC 1209.1 and 1209.2 for base and walls in restrooms. Sheet A-11 1. Per the Door Schedule Remarks, several doors are specified with Keynote 13. Only one door location may utilize the signage exception to IBC 1003.3.1.8. 2. Clarify Door 113 to be openable from office/hall side at all times without special knowledge/effort/key, etc. Ref. IBC 1004.2.3. STRUCTURAL COMMENTS General 1. Recheck design spectral response acceleration coefficients SDS and SD1 for code compliance and clearly address correct Seismic design category. According to the submitted Structural Calculations it appears that site coefficients Fa and Fv are included twice, which requires SDC "D". Please recheck and update. 2. If SDC "D" applies, suspended ceilings shall be designed to meet the force requirements of IBC 1621.1.4. Please see also IBC 1621.2.5.1, 1621.2.5.2.2, 1621.2.5.2.1. 3. Coordinate Steel Framing Schedule on Sheet S0 with Sheet A10 and new Floor Plan A1 to show on Structural Plans location and height of each new interior/exterior wall and reference to the Steel Framing Schedule. Ref. IBC 1607.13, 1621.2.7 to provide structural design for interior walls and braces. Include anchorage connection requirements at top and bottom. Address which studs noted on schedule at S0 are intended to be used where and clarify lateral bracing requirements where walls extend above ceiling line. 4. Reference Detail 12/A16 for example as top of the wall is not connected to the roof. Clarify if such wall is assumed as cantilever. Similar discrepancy occurs between wall type "P1" and "P5" shown at East wall infill on A1 and specification list on A10 for these walls does not match Structural Calculations indicating 362S162-54 stud wall. Please coordinate. Sheet S3 1. Clarify and denote on Roof Framing Plan S2 where new opening Detail 6/S3 shall be placed. Provide structural design for new steel lintel. Coordinate with Details 21/S3 and 24/S4 where different options are addressed. 2. Provide Structural Calculations developing out-of-plane design load at new jambs and justifying adequacy of HSS10x2x1/4 and HSS10x4x1/4 sections per 5/S3. 3. Clarify if chemical anchors addressed on Details 9, 14, 16/S3 are intended to be used as referenced Detail 11 is missing. Delete such anchor bolts from Special Inspection list on GSN if not used. PLUMBING COMMENTS Sheet M9 1. Revise Plumbing Drainage Fixture Unit Schedule to reflect compliance with 1994 UPC instead of 2000 edition. Sheet M10 1. Revise Detail 13/M10 to indicate exterior termination for TPR in coordination with Keynote 2 of Sheet M5. MECHANICAL COMMENTS General 1. Indicate height of thermostats shall be 48"-54" A.F.F. in accordance with accessibility requirements. Sheets MD3 and M6 1. Existing return grilles and their replacement suggest area above office ceiling is utilized for plenum. Verify materials within plenum comply with IMC 602.2.1 regarding maximum flame spread index/smoke developed index of 25/50 respectively. ELECTRICAL COMMENTS General 1. Revise plan and supporting documents to reflect 1999 NEC as the governing code edition. 2. Address compliance with IBC 907.2.7 for alarm including accessibility provisions. 3. Clarify compliance with IBC 1003.2.11.2, Item 4 regarding exterior discharge lighting. Sheet E1A 1. Please show number of poles for new ATS (optional) switch. ATS shall have same number of poles as existing ATS so as not to change grounding and bonding of generator (or separately derived system). Ref. NEC 250-30. Sheet E2 and E2A 1. Note on plans indicates that fixtures A-1, B-2, C-3 and D-2 have battery back-up however Fixture Schedules does not reflect battery back up. Note C states battery back for each lamp. Code requires two lamps per fixture. Ref. NEC 700-16. Sheet E9 1. Please review and clarify the following: a) Equipment Schedule shows AC-2 as 6.2 KVA and a ΒΌ H.P. fan at 208 Volts single phase. b) Panel L3 shows AC-2 as 1.9 KVA for each phase B and C and Circuit L3 2 and 4 20 Amp breaker. c) Sheet E7 shows AC-2 as Circuits L3 4 and 6 with #10 conductors. |
| 05/20/2003 | EROSE1 | WWM | REVIEW | Needs Review | |
| 05/20/2003 | EROSE1 | WATER | REVIEW | Needs Review |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 05/20/2003 | ELAINE ROSE | OUT TO CUSTOMER | Completed |