Permit Review Detail
Review Status: Completed
Review Details: OTHER
Permit Number - T03CM02265
Review Name: OTHER
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 06/09/2003 | GERRY KOZIOL | WWM | REVIEW | Approved | |
| 07/08/2003 | TERRY STEVENS | BUILDING-RESIDENTIAL | REVIEW | Denied | PLAN CHECK COMMENTS - PROJECT #T03CM02265 07/09/03 PLAN REVIEW FOR THE ABOVE REFERENCED STRUCTURE HAS BEEN COMPLETED. THIS LETTER REFLECTS COMMENTS TO BE ADDRESSED. IN ORDER TO FACILITATE A SHORTER BACK CHECK TIME, WE REQUEST THAT YOU PLEASE PROVIDE REVISED PLANS AND CALCULATIONS, HIGHLIGHTING ANY CHANGES, ALONG WITH A WRITTEN RESPONSE TO EACH OF THE NOTED ITEMS INDICATING ACTION TAKEN. GENERAL REQUIREMENTS: 1. ALL CORRECTIONS AND REVISIONS SHALL BE MADE ON THE ORIGINAL TRACINGS AND TWO NEW SETS OF PRINTS OR (1) SEPIA & (1) BLUE LINE SHALL BE RETURNED ALONG WITH ALL REDLINE PRINTS. 2. PEN OR PENCIL CORRECTIONS ON FINAL PRINTS WILL NOT BE ACCEPTABLE. TO AVOID DELAYS ENSURE ALL CORRECTIONS HAVE BEEN MADE, ARE COMPLETE AND HAVE BEEN COORDINATED ON ALL APPLICABLE DETAILS AND NOTES. FOUNDATION PLANS: 1. NOTE ON THE DRAWINGS THE ALLOWABLE SOIL BEARING PRESSURE USED IN THE DESIGN OF THE FOOTINGS, OR STATE THAT THE ASSUMED VALUE OF 1500 PSF IS BEING USED, PER TABLE R401.4.1, A SOILS REPORT IS NOT REQUIRED. IT IS UP TO THE DESIGNER/HOMEBUILDER TO BE AWARE OF THE SOIL AND CONDITIONS OF THE SITE. IF SOIL TESTING HAS BEEN DONE, A COPY OF THE SOILS REPORT SHALL BE SUBMITTED WITH THE CONSTRUCTION PLANS, AND THE FOUNDATION DESIGN SHALL REFLECT THE SOILS REPORTS RECOMMENDATIONS. 2. FOOTING WIDTHS FOR ONE-STORY, PER TABLE R403.1: - 19" MINIMUM; HOLLOW CONCRETE/MASONRY 3. ALL SLABS AND PADS, INCLUDING LANDINGS AT ALL DOORS, SHALL BE SHOWN AND THEIR THICKNESS SPECIFIED. INDICATE THE SLOPE FOR EXTERIOR SLABS, PER R312. FLOOR PLANS: 1. WINDOWS WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF A DOOR SHALL BE SAFETY GLASS. UBC SEC 2406. 2. WINDOWS AT GARDEN TUB ARE REQUIRED TO BE SAFETY GLASS. 3. PROVIDE ACCESS TO EACH SEPARATE ATTIC AND CRAWL SPACE THAT EXCEEDS 30SF. DESIGNATE LOCATIONS ON THE DRAWINGS. OPENINGS SHALL NOT BE LESS THAN 22" BY 30". THE ATTIC ACCESS SHALL PROVIDE A MINIMUM OF 30" OF HEADROOM, AND SHALL BE LOCATED IN A HALLWAY OR READILY ACCESSIBLE SPACE PER R807. 4. NOTE THAT BATHTUB AND SHOWER ENCLOSURES SHALL BE FINISHED PER p2710 WITH CERAMIC TILE, OR A LISTED ENCLOSURE, TO A HEIGHT OF 72" ABOVE THE DRAIN PER R702.4 AND R307.2 5. IDENTIFY CEILING HEIGHTS IN ALL AREAS ON FLOOR PLAN. IF SLOPED CEILING, NOTE AVERAGE HEIGHT. STRUCTURAL PLANS: 1. SPECIFY DESIGN CRITERIA ON PLANS. VALUES FOR FLOOR DEAD LOAD AND LIVE LOAD, ROOF DEAD LOAD AND LIVE LOAD. 2. 6X8 BEAMS AT CARPORT ARE INADEQUATE--------CHANGE OR SUBMIT CALCS. 3. 6X8 BEAMS AT PORCH ARE INADEQUATE IF TRUSSES ARE TWO POINT BEARING. IF TRUSSES ARE THREE POINT BEARING SUBMIT TRUSS CALCS.-------SEE BELOW 4. PROVIDE MANUFACTURER'S CALCULATIONS AND DATA FOR PRE-FAB TRUSSES AND GLULAM BEAMS. TRUSS CALCULATIONS MUST BE SIGNED, DATED AND WET-SEALED BY AN ENGINEER WHO IS REGISTERED IN ARIZONA. TRUSS CALCULATIONS SHALL BE CROSS-REFERENCED TO THE FLOOR PLANS. ALSO, THE ENGINEER OF RECORD SHALL REVIEW AND "SHOP DRAWING" STAMP APPROVAL ON TRUSS CALCULATIONS. 5. DETAIL GABLE END BRACING CONNECTIONS. 6. SPECIFY AND DETAIL ALL OVER FRAMING. IF SOLID SHEATHING IS USED ON THE LOWER TRUSSES, PROVIDE MINIMUM OPENINGS OF 22" BY 30" FOR ACCESS AND VENTILATION INTO OVER FRAMED AREAS (>30 S.F.). IF SOLID SHEATHING IS NOT USED ON LOWER TRUSSES, PROVIDE DETAILS FOR BRACING OF TOP CHORD OF LOWER TRUSSES. 7. COMPLETELY DETAIL ALL CONNECTIONS AND CROSS-REFERENCE TO THE FOUNDATION AND FRAMING PLANS: - BEAM TO COLUMN ELEVATIONS: 1. SHOW CALCULATION OF ATTIC VENTILATION AREA IN COMPLIANCE WITH R806.2. NOTE LOCATION OF ALL VENTS NEEDED TO COMPLY. PLUMBING PLANS: 1. NOTE AND SPECIFY ALL PIPING MATERIALS. 2. GAS: PROVIDE THE LENGTH OF LINE TO EACH APPLIANCE, BTU DEMAND OF EACH APPLIANCE, SIZE OF EACH BRANCH, TOTAL DEMAND & TOTAL DEVELOPED LENGTH FROM METER TO MOST REMOTE APPLIANCE ON THE SYSTEM PER UPC 1217.2 3. NOTE ON PLAN COMPLIANCE WITH WATER CONSERVATION; WATER CLOSETS 1.6 GALLONS PER FLUSH, SINKS AND SHOWERHEADS 3 GALLONS PER MINUTE. 4. NOTE ON PLANS THAT SHOWER AND TUB / SHOWER COMBINATIONS THAT HAVE INDIVIDUAL CONTROL VALVES SHALL BE OF THE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE. 5. THE CITY OF TUCSON HAS NOT ADOPTED THE PLUMBING SECTION OF THE IRC 2OOO. THE CURRENT CODE BEING USED IS THE 1994 UPC WITH THE STATE AMENDMENTS. ALL PLANS MUST REFERENCE TO THIS CODE. ELECTRICAL PLANS: 1. INDICATE THE LOCATION OF ALL AIR CONDITIONING AND HEATING UNITS, AIR HANDLERS, COMPRESSORS AND DISCONNECTS. 2. INDICATE THE LOCATION OF CONVENIENCE OUTLET HEATING AND AIR CONDITIONING EQUIPMENT PER E3801.11 AND E3803.4. 3. WHERE CEILING FANS ARE SHOWN ON THE PLANS, PROVIDE A NOTE INDICATING ONLY APPROVED OUTLET BOXES SHALL BE USED, PER E4001.6. 4. NOTE THAT LIGHT FIXTURES IN CLOTHES CLOSETS SHALL BE INSTALLED IN ACCORDANCE WITH E3903.11. 5. SHOW LOCATIONS OF SMOKE DETECTORS PER R317. NOTE THAT ALL SMOKE DETECTORS MUST BE INTERCONNECTED WITH A POWER SOURCE FROM THE BUILDING WIRING, AND SHALL BE EQUIPPED WITH BATTERY BACKUP. MODEL ENERGY CODE: 1. PROVIDE ENERGY CALCULATIONS PER THE 1998 IECC, OR COMPLY WITH IRC CHAPTER 11. 2. CALL OUT ON THE PLANS THE "R" VALUES OF INSULATION, AS WELL AS THE "U" VALUES OF THE WINDOWS AND DOORS IN CONFORMANCE WITH THE ENERGY CALCULATIONS PROVIDED. NOTE: R-19 WILL NOT FIT IN A 2X4 FUR OUT AIRPORT ENVIRONS ZONE 1. THIS PROPERTY IS INSIDE OF THE NCD 65 OVERLAY ZONE. SEE ATTACHED FOR MIN. REQUIREMENTS FOR SOUND ABATEMENT. IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT YOUR ASSIGNED PLANS EXAMINER: TERRY STEVENS @ 791-5550 EXT. 1112 |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 07/11/2003 | MONICA VALDEZ | OUT TO CUSTOMER | Completed |
| 07/10/2003 | ANGIE SHOFFSTALL | REJECT SHELF | Completed |