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Permit Review Detail

Permit Number: T02CM05525
Parcel: 13711423B

Review Status: Completed

Review Details: COMMERCIAL NEW

Permit Number - T02CM05525
Review Name: COMMERCIAL NEW
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
01/10/2003 DOUG LAAKSO BUILDING-COMMERCIAL REVIEW Denied ... T02CM05525 ... 1650 W. IRVINGTON ROAD ... DGL ........ ...(1/10/03) ...................................................................... ..1. PROVIDE COMPLETED 'CODE REVIEW CHECKLIST'. ... ..2. CLARIFY ARCHITECT OF RECORD BY : ....................... ...... 1. SEAL AND SIGNATURE ON DRAWINGS. ................ ....... 2. EXPLAIN COORDINATION BETWEEN ARCHITECTS AND ENGINEERS FOR DESIGN, SUBMITTALS, REVISIONS, COORDINATION, WHO IS RESPONSIBILE AND FOR WHAT? ....... 3. SEAL TO COMPLY WITH BTR AND CITY. ............... .. 3. CLARIFY IS DESIGN FOR SEPARATED OR NON-SEPARATED USES PER IBC SEC #3 OR MIXED OCCUPANCIES? ............................................................... .. 4. ADDRESS OCCUPANCY SEPARATIONS PER IBC TABLES #302.1.1 AND #302.3.3, DETAIL FIRE RATINGS AND PROVIDE LISTINGS OF ASSEMBLIES ON DRAWINGS. ... 5. PROVIDE CONSTRUCTION DOCUMENTS WITH MINIMUM FONT SIZE OF 10 ( TEN ) POINT FOR REVIEW AND RECORDS. ............................................................... ... 6. VERIFY AND COORDINATE DRAWINGS TO CONFORM TO ADOPTED CODES vs UBC, ADA, etc, LIST DESIGN CODES ON CONSTRUCTION DOCUMENTS, INCLUDING DRAWINGS. ..................................................................... ... 7. PROVIDE AND COORDINATE DIRECTIONS OF FLOOR PLANS AND SITE PLANS WITH NORTH ARROWS. ............. ... 8. PROVIDE ARCHITECTURAL SITE PLAN DIMENSIONALLY LOCATING BUILDING ON SITE FROM TWO ADJACENT PROPERTY LINES. ................................. ... 9. CLARIFY TYPE OF CONSTRUCTION PER IBC CHAPTER 6: .................................................................... ........ 1. FIRE SPRINKLER SUBSTITUTION FOR ONE-HOUR CONSTRUCTION NOT ALLOWED BECAUSE FIRE SPRINKLERS ARE REQUIRED BY IBC SEC 903.2 AND THEREFOR MAY NOT BE USED FOR SUSTITUTION PER FOOTNOTE 'D' TABLE #601. ............................................. ....... 2. AREA CALCULATION NEEDS TO USE APPROPRIATE DATA BASED ON IBC SEC 5, SEE DWG R1. . ........ 3. PROVIDE REVISIONS TO DWGS FOR CONSTRUCTION TYPE 5 & 6 OF IBC. ................................. .. 10. CLARIFY SEPARATION REQUIREMENTS PER IBC SEC #3, 302. ........................................................................... .. 11. PROVIDE AND DETAIL PREMISES IDENTIFICATION PER IBC SEC 501.2. ......................................................... .. 12. PROVIDE ADDRESSING PER PIMA COUNTY ADDRESSING ORDINANCE, SEE ATTACMENT, SITE AND BUILDING ADDRESSING REQUIRED . SHOW LOCATION AND DETAILS ON SITE PLAN AND ELEVATIONS. ............... .. 13. EACH DRAWING SUBMITTED TO BE SEALED AND SIGNED, REVISE DRAWINGS TO CONFORM PER BTR R4-30-304. ....................................................................... ... 14. PROVIDE COMPLETED ARCHITECTURAL DESIGN AND DRAWINGS. SEE IBC. : ............................................. ......... 1. PROVIDE DETAILS. ............................................ ......... 2. PROVIDE SPECIFICATIONS. ................................ ......... 3. COORDINATE DRAWINGS. ................................. ......... 4. COMPLETE PLANS. ............................................ ......... 5. PROVIDE CROSS-SECTIONS. ............................. ... 15. DUE TO INCOMPLETE NATURE OF THE ARCHITECTURAL DESIGN PLAN REVIEW FOR THIS PORTION OF THE PROJECT IS SUSPENDED AT THIS POINT.ARCHITECTURAL PLAN REVIEW WILL BE COMPLETED AFTER ARCHITECTURAL DESIGN IS COMPLETED AND RESUBMITTED. .................................... .. 16. PROVIDE SEAL AND SIGNATURE OF RECORD REGISTRANT ON STRUCTURAL 'S' DRAWINGS AS STRUCTURAL ENGINEER HAS LIMITED HIS SEAL ON THESE DRAWINGS. ......................................................... ... 17. PROVIDE DESIGN AND DETAILS FOR COMPLIANCE WITH SOILS REPORT ON DRAWINGS. .............................. ... 18. PROVIDE STRUCTURAL DESIGN COMPLYING WITH THE IBC ( INTERNATIONAL BUILDING CODE ) vs UBC ( UNIFORM BUILDING CODE ) . ......................................... ... 19. INDICATE ON DRAWINGS AND IN STRUCTURAL CALCULATIONS DESIGN CRITERIA ( CONFORMING TO IBC ). .............................................................................. ... 20. PROVIDE CONSTRUCTION DOCUMENTS CONFORMING TO IBC SEC 1603. ....................................... ... 21. PROVIDE STRUCTURAL DESIGN CONFORMING TO IBC SEC 1604. .................................................................. ...22. PROVIDE STRUCTURAL DESIGN FOR LOAD COMBINATIONS PER IBC SEC 1605. .................................. ... 23. INDICATE ON DRAWINGS AND PROVIDE DESIGN FOR LOADS PER IBC SEC 1606, 1607, 1609, 1613, 1614, 1615, 1616, 1617. ............................................................. ... 24. PROVIDE READABLE STRUCTURAL CALCULATIONS. ... 25. PROVIDE DESIGN AND DETAILING PER IBC SEC 1620. ............................................................................... ... 26. CLARIFY STRUCTURAL DESIGN FOR COMPONENTS TO CONFORM TO IBC SEC 1621. ....................................... ... 27. PROVIDE INSPECTION PROGRAM PER 1994 UNIFORM ADMINISTRATIVE CODE ( UAC ) SEC 302.5. ....... ... 28. SPECIAL INSPECTION REQUIRED : ...................... ........ 1. GRADING, EXCAVATION AND FILLING. ................. ........ 2. STRUCTURAL MASONRY. .................................... ........ 3. CONCRETE. ........................................................ OTHER SPECIAL INSPECTIONS SHALL BE REQUIRED IF REVISIONS NECESSITATE. ............................................... ... 29. PROVIDE MASONRY DESIGN PER IBC CHAPTER 21. ... 30. PROVIDE CONSTRUCTION DOCUMENTS CONFORMING TO IBC SEC 2101.3. .................................... ... 31. PROVIDE MASONRY CONSTRUCTION MATERIALS CONFORMING TO IBC SEC 2103. ....................................... ... 32. PROVIDE DRAWINGS SHOWING HOW CONSTRUCTON OF MASONRY CONFORMS TO IBC SEC 2104. ............................................................................... ... 33. PROVIDE MASONRY DESIGN PER IBC SEC 2106, 2107, 2108, AND 2109. .................................................... ... 34. PROVIDE STEEL LINTEL DESIGN PER IBC SEC 21 AND 22, DETAIL ON DRAWINGS. ...................................... ... 35. PROVIDE WOOD DESIGN AND DETAILS PER IBC SEC 23. ........................................................................... ... 36. PROVIDE STRUCTURAL NOTES, SPECIFICATIONS AND DETAILS ON DRAWINGS. .......................................... .. 37. DUE TO INCOMPLETE NATURE OF STRUCTURAL PORTION OF THIS SUBMITTAL, THE STRUCTURAL DESIGN NEEDS TO BE COMPLETED FURTHER REVIEW MUST TAKE PLACE AND ADDITIONAL COMMENTS MAY BE GENERATED. ................................................................... .. 38. PROVIDE STRUCTURAL CALCULATIONS AND DETAILS FOR THE LIGHT POLE FOUNDATIONS, DETAILS 2 AND 3 ON DRAWING E-1. ................................................. .. 40. SEPARATE PERMITS REQUIRED FOR SIGNS. .......... ... 41. SPECTATOR SEATING REQUIRES A BUILDING PERMIT SUBMIT DRAWINGS AND CALCULATIONS BY AN ARIZONA REGISTRANT PER IBC CHAPTER 10 SEC 1008 AND SEC 11, 1108.
01/29/2003 MARTIN HAEBERLE PLUMBING-COMMERCIAL REVIEW Denied 1. Coordinate plumbing design with Sheets A1 (Revision 1), K1, K2, and R1 and resubmit.
2. Provide roof drainage plans.
3. Include backflow prevention devices in water fixture schedule.
01/29/2003 MARTIN HAEBERLE MECHANICAL-COMMERCIAL REVIEW Denied 1. A Type I or Type II Hood, depending on the type of cooking appliance, is required in the kitchen. Reference Section 507.2.2 IMC
2. Provide adequate make up air for kitchen exhaust hood; coordinate with Sheets K1 and K2.
3. Provide calculations showing that adequate outside air is being provided to the toilet rooms. Reference Section 403.3.2 IMC
4. Recirculation of ventilation air from toilet rooms is prohibited. Reference Table 403.3 IMC
5. Coordinate HVAC design with Sheets A1 Revision 1 and R1 and resubmit.
6. Provide model energy code calculations.
01/29/2003 MARTIN HAEBERLE WATER REVIEW Approved
02/04/2003 GERRY KOZIOL WWM REVIEW Denied Floor plan and plumbing plans do not agree. Needs manhole tap permit.
12/02/2002 JIM EGAN FIRE REVIEW Approved
12/02/2002 DAVID RIVERA ZONING REVIEW Approved
12/02/2002 DOUG WILLIAMS FLOODPLAIN REVIEW Denied Floodplain Use Permit required (Development Plan General Note)
12/26/2002 LINDA BUCZYNSKI ELECTRICAL-COMMERCIAL REVIEW Denied TRANSMIT ORIGINAL DRAWINGS WITH NEXT SUBMITTAL.

Sheet E2
1. Equipment Room does not provide proper clearances per NEC 110-26.
2. Branch Circuit 17 & 19, apparently fed by Panel 1L, are not marked as such.
3. Submit electrical specifications, either on plans, or in project manual. Insure compliance with NEC Article 250, 518, 760.
4. AC-1 through AC- listed on Sheet M2 as MOCP 45. Not protected by 70 A fuses.
5. AC-7 listed on Sheet M2 as MOCP 15. Not protected by 20 A fuse.
6. WH-1 through WH-3 listed at 4500W on Sheet P2. It appears as though this wattage is double counted on Panel 1H.
7. WH Circuits 2/4, 6/8, and &10/12 on Panel 1H are not listed as such on Panel Schedule.

Sheet E3
1. Per NEC Table 250-66, Grounding Electric Conductor shall be sized at 3/0 for equivalent area of parallel conductors over 1100 kcmil.
2. Address the bonding Jumper for the derived system.
3. There is a #8 G with 175 A upstream fuse. This shall be #6 minimum per NEC Table 250-122.
4. Show fault currents.

Sheet E4
1. There is a Circuit H-19 on the Lighting Plan, but not on the Panel Schedule.
2. Lighting Fixtures G, P1, 7 P2 shall be full cutoff. This is not obvious from the Lighting Fixture Schedule. Submit fixture cut sheets.
3. Fixtures F not on circuits. In Secure Storage and hall.
4. A Fixtures in Sanctuary. Panel not indicated on Lighting Plan.
5. Submit IECC calculations.

Sheet E6
No Equipment Grounding Conductor is shown in 120V branch circuit to 2L-18.

Unmarked Sheet
There is an unmarked sheet after the electrical drawings, which apparently addresses a PA and speaker system. This sheet is untitled and has no page designation. Design firm is unidentified. There are receptacle loads which are not referenced to any panel or circuit in this project. There is what appears to be the start of a panel schedule with no reference to any feeder in this project. Please clarify.

Final Status

Task End Date Reviewer's Name Type of Review Description
02/05/2003 ELAINE ROSE OUT TO CUSTOMER Completed