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Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL NEW
Permit Number - T04CM04818
Review Name: COMMERCIAL NEW
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 11/04/2004 | JIM EGAN | FIRE | REVIEW | Approved | |
| 11/09/2004 | Linda Buczynski | ELECTRICAL-COMMERCIAL | REVIEW | Approved | |
| 11/10/2004 | ANY | ENGINEERING | REVIEW | Approved | |
| 11/10/2004 | PETER MCLAUGHLIN | ZONING | REVIEW | Approved | |
| 11/16/2004 | CHRISTY FOREMAN | BUILDING-COMMERCIAL | REVIEW | Denied | CITY OF TUCSON DEVELOPMENT SERVICES STRUCTURAL REVIEW COMMENTS DATE: 11-16-04 ACTIVITY NUMBER: T04CM04818 PROJECT NAME: ROCKIES RAMADA & TOWER PROJECT ADDRESS: 3400 E. CAMINO CAMPESTRE ARCHITECT / ENGINEER: KLINDT D. BRECKENRIDGE, WALT ROGERS PROJECT REVIEWER: CHRISTY FOREMAN TRANSMIT ORIGINAL DRAWINGS WITH NEXT SUBMITTAL. 1) CLARIFY OCCUPANCY GROUP OF CELL PHONE BLDG. - SEE SECTION 704.3 OF THE 2003 IBC. ARCHITECT OF RECORD FOR CODE ANALYSIS SHOULD SEAL AND SIGN DIMENSIONED SITE PLAN. 2) CLARIFY TOP OF ROOF HEIGHTS FOR RAMADA AND TOWER. 3) CLARIFY COLUMN SIZE FOR RAMADA SHT S-2 SPECIFIES A 10" X 10", STRUCTURAL CALCULATIONS SPECIFIES A 7" X7". . 4) SIZE OF FILLET WELD IS NOT SPECIFIED ON SHT. S-2 PLAN VIEW OF COMPRESSION RING. 5) SHT. D7 / S-2 CLARIFY WELD @ MID BEAM CONNECTION DETAIL #1. 6) SHT. D7 / S-2 CLARIFY WELD @ MID BEAM CONNECTION DETAIL # 2. 7) CLARIFY- COLUMN PERSPECTIVE TYPICAL COLUMN AND BEAM CONNECTION SHT. S-2 NOTES 3/8" A325 BOLTS WELDED TO PLATE - STRUCTURAL CLACULATION SHT. D8 SPECIFIES 5/8" BOLTS. 8) CLARIFY- ANCHOR BOLT @ TYPICAL FOOTING DETAIL CALLS OUT A 5/8" X 12" A307 WITH 10" MIN. EMBED - D9 STRCUTURAL CALCULATIONS SPECIFIES 5/8" X 10" A307 ANCHOR BOLT WITH 8" MIN. EMBED. 9) CLARIFY - DRAWING S-1 COMPRESSION RING SPECIFIES A 5"X5" MAIN BEAM AND 4 X 4 MAIN BEAM. 10) S-1 COMPRESSION RING - CLARIFY FILLET WELD @ ENDPLATE TO COMPRESSION RING PER STRUCTURAL CALCULATIONS SHT 45. 11) CLARIFY - DRAWING S-1 PERIMETER BEAM TO BEAM SECTION SPECIFIES A 4" X 4" BEAM, SHT. 67 STRUCTURAL CALCULATIONS SPECIFIES A 4 X 4 BEAM, SHT. S-1 PLAN VIEW SPECIFIES A 6 X 6 BEAM. 12) SHT. S-1 CONNECTION @ 6" X 6" BOX CLOCK FRAME TO 5" X 5" CONNECTOR BEAM SPECIFIES A 3/16" WELD - PLEASE JUSTIFY. 13) SHT. S-1 TYPICAL FOOTING DETAIL SPECIFY FILLET WELD PER STRUCTURAL CALCULATIONS SHT 50. 14) CLARIFY - D8 STRUCTURAL CALCULATIONS SPECIFIES 5/8" X 10" ANCHOR BOLT, DRAWING S-1 SPECIFIES 5/8" X 12" . PLEASE CALL AT 791-5550 X1108 OR EMAIL AT CFOREMA1@CI.TUCSON.AZ.US IF YOU CARE TO DISCUSS. |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 11/17/2004 | TAMI ACHONG | OUT TO CUSTOMER | Completed |
| 11/17/2004 | SUE REEVES | REJECT SHELF | Completed |