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Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL-BLDG/FIRE/ZONING/ENG
Permit Number - T05CM04165
Review Name: COMMERCIAL-BLDG/FIRE/ZONING/ENG
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 08/18/2005 | JIM EGAN | FIRE | REVIEW | Approved | |
| 08/18/2005 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Approved | |
| 08/18/2005 | ROBERT SHERRY | WATER | REVIEW | Approved | |
| 08/18/2005 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Denied | Provide sizing information for the rain gutters and downspouts. Reference Appendix D, UPC 1994. |
| 08/25/2005 | DAN CASTRO | ZONING | REVIEW | Denied | Zoning Review may not approve the building plans prior to site plan approval. Please assure that size, height, and location of new building match on both the building plan set and site plan set. |
| 08/27/2005 | PATRICIA GILBERT | ENGINEERING | REVIEW | Denied | Site plan approval required. |
| 09/14/2005 | LINDA BUCZYNSKI | ELECTRICAL-COMMERCIAL | REVIEW | Approved | TRANSMIT ORIGINAL DRAWINGS WITH NEXT SUBMITTAL. PLEASE CALL AT 791-5550 X1106 OR EMAIL AT Linda.Buczynski@tucsonaz.gov IF YOU CARE TO DISCUSS. 1. New exterior lighting shall comply with the new Tucson Lighting Code, http://www.tucsonaz.gov/dsd/Codes___Ordinances/Tucson_Lighting_Code.pdf. 2. Account for relocation of EC-1 on electrical plans. Consider maintenance receptacle location, and disconnect as required by Code. Reference NEC 210.63, and 430.102. 3. Demonstrate compliance with the 2000 IECC for Lighting Power Budget in addition, and total if the existing installation pre-dates 1994. |
| 09/14/2005 | DOUG LAAKSO | BUILDING-COMMERCIAL | REVIEW | Denied | .. T05CM04165 .. 225 S KINO PARKWAY .. STORAGE BUILDING .. DGL .. 1ST REVIEW .. 9/20/05 S1. Provide premises address on site and building per IBC Section 501.2 and Pima County Addressing. S2. Provide current designations for roof joists TJI PRO 250, ref drawing #S2 and cal sheet #18/18, have been discontinued check with TrussJoist for replacement. S3. Revise Detail C/S2; 1. Bottom chord of roof joists is microlam and Simpson H 2.5 nailing concentration exceeds allowable for microlam, this connection needs to be revised for uplift forces. 2. Provide a lateral connection capable of supporting a minimum load of 280plf, per IBC Section 1604.8.2.3. 3. Detail outrigger nailing to conform with joist manufacturers requirements. 4. Show shear nailing at roof sheathing to blocking and blocking to plate. S4. Provide revised designation for Simpson PA23 purlin anchor as this anchor designation is nonlonger current PAI23 maybe the updated type, see Simpson Catalog, verify installation conforms to Manufacturers requirements. S5. Revise Detail F/S2 to show : 1. How a lateral connection capable of supporting a minimum load of 280plf, per IBC Section 1604.8.2.3 is accomplished. 2. Explain outrigger connection to joist for cantilever and provide calculation. S6. Clarify shear transfer from low roof to beam, show shear nailing for continuous shear path. S7. Provide structural analysis for lintels addressing actual lintels specified, including checks for deflection ie : deflection = approximately L/600 for masonry lintels, shear, bearing and clarify welding of vertical bars to lintel, ref calc's pages #12 - 15, drawings S1 and S2. S8. Clarify beam design page 16/18 conforms to 2003 IBC vs 2000 IBC listed on this calculation sheet. S9. Show at detail 1/S-1, extension of stair handrails of one tread width, at bottom of stair, at slope of rail, beyond the bottom tread nosing, per Chapter 11 of 2003 IBC and ANSI A117.1-2003ed Section 505.10.3, also provide intermediate rails per IBC Section 1009. S10. Detail cooler framing and penetration at roof, including flashing, etc. S11. Clarify how accessibilty of existing, per IBC Chapter 11 and 34 and ANSI A117.1- 2003ed is complied with. S12. Specify door hardware to show conformance with IBC Section 11, 34 and ANSI A117.1. S13. Designate on drawings fire-rated walls, cite listings or item numbers for walls to justify fire-ratings and provide a copy of the listing on the drawings for new and existing. S14. Clarify fire-rated opening requirements on drawings, ref IBC Chapter 7. S15. Clarify separation per IBC Chapter 3. S16. Complete Code Review Checklist, including separation, allowable area calculation etc. S17. Explain what is stored to allow proper code classification. Questions? Call Douglas Laakso Structural Plans Examiner for the City of Tucson Development Services Department at (520) 791-5550 x1111. |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 09/27/2005 | JMORALE1 | OUT TO CUSTOMER | Completed |
| 09/27/2005 | SUE REEVES | REJECT SHELF | Completed |