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Permit Review Detail

Permit Number: T01CM02411
Parcel: 136326290

Review Status: Completed

Review Details: RESIDENTIAL BLDG/ZONING/FLOOD/WWM

Permit Number - T01CM02411
Review Name: RESIDENTIAL BLDG/ZONING/FLOOD/WWM
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
05/18/2001 PETER MCLAUGHLIN ZONING REVIEW Approved
05/18/2001 JOE LINVILLE NPPO REVIEW Approved
05/18/2001 DOUG WILLIAMS FLOODPLAIN REVIEW Approved
05/22/2001 GERRY KOZIOL WWM REVIEW Approved
06/06/2001 TERRY STEVENS BUILDING-RESIDENTIAL REVIEW Denied PLAN CHECK COMMENTS - PROJECT #T01CM02411
6/5/01
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. RETURN ALL REDLINED
PRINTS. THE FINAL PACKAGE SHALL CONSIST OF TWO DRAWINGS AND RELATED DOCUMENTS, ONE OF
WHICH THE CITY SHALL RETAIN AND THE OTHER SET WHICH WILL BE STAMPED AND RETURNED TO YOU.

2. TO AVOID DELAYS, ENSURE ALL CORRECTIONS HAVE BEEN MADE, ARE COMPLETE AND HAVE BEEN
COORDINATED ON ALL APPLICABLE DETAILS AND NOTES.

NOTE: AS OF 2-02-01 THE CITY OF TUCSON HAS ADOPTED THE 2000 IRC EXCEPT FOR THE PLUMBING PORTION WHICH IS THE STATE PLUMBING CODE. ALL MODEL PLANS SHALL BE REFERENCE TO THE AFORE MENTIONED CODES.

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. LOCATE AND DETAIL ALL FOOTINGS FOR THE FOLLOWING:

- GIRDER TRUSS BEARING LOCATION-------APPEARS TO BE IN WRONG LOCATION
- COLUMNS----FOR 6X12 BEAM/ PORCH/NEAR MASTER BEDROOM WRONG LOCATION

FLOOR PLANS:

1. 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.

2. APPLIANCES INSTALLED IN GARAGES SHALL BE MOUNTED ON PLATFORMS AT LEAST 18" ABOVE THE
FLOOR, PER M1307.3

STRUCTURAL PLANS:

1. SPECIFY DESIGN CRITERIA ON PLANS. VALUES FOR FLOOR DEAD LOAD AND LIVE LOAD, ROOF DEAD LOAD
AND LIVE LOAD.

2. PROVIDE COMPLETE ROOF FRAMING PLANS. SHOW SIZE, SPACING AND SPAN OF ALL FRAMING MEMBERS, TRUSSES, JOISTS, RAFTERS, BEAMS, GLULAMS, LINTELS, HEADERS, LEDGERS AND BLOCKING.
BEAM MISSING AT BAY WINDOW IN BRKFST. NOOK
6X12 BEAM AT PORCH POSSIBLY OVERSPANNED IF USING 2 POINT BEARING TRUSSES/BEARING FOR GIRDER TRUSS--CLARIFY
LINTEL AT PORCH COLUMNS SPANNING 17' INADEQUATE-----CHANGE OR SUBMIT CALCS.

3. 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.

4. SPECIFY AND DETAIL ALL OVERFRAMING. IF SOLID SHEATHING IS USED ON THE LOWER TRUSSES, PROVIDE
MINIMUM OPENINGS OF 22" BY 30" FOR ACCESS AND VENTILATION INTO OVERFRAMED AREAS (>30 S.F.). IF
SOLID SHEATHING IS NOT USED ON LOWER TRUSSES, PROVIDE DETAILS FOR BRACING OF TOP CHORD OF
LOWER TRUSSES.

5. COMPLETELY DETAIL ALL CONNECTIONS AND CROSS-REFERENCE TO THE FOUNDATION AND FRAMING
PLANS:
- JOIST TO LEDGER
- HANGER TYPES
- GIRDER TRUSS TO GIRDER TRUSS
- JACK TRUSS TO HIP/GIRDER TRUSS

6. NOTE AND DETAIL TIE STRAPS, FRAMING ANCHORS AND JOIST HANGERS BY TYPE, SIZE AND REQUIRED
ATTACHMENT TO FRAMING MEMBERS.

7. INDICATE AND NOTE POST SIZES, DOUBLE OR TRIPLE STUDS, AND COORDINATE WITH FOUNDATION PLAN.

8. SPECIFY WEIGHT OF ROOF SYSTEM ITEMS (IE WEIGHT OF SELECTED TILE). PROVIDE ICBO EVALUATION
REPORT NUMBER AND MANUFACTURER OF ALL CONCRETE OR CLAY-TYPE ROOFING.

ELEVATIONS:

1. SHOW CALCULATION OF ATTIC VENTILATION AREA IN COMPLIANCE WITH R806.2. NOTE LOCATION OF ALL
VENTS NEEDED TO COMPLY.

PLUMBING PLANS:

1. PROVIDE A DRAWING OF WASTE LINES. SHOW SIZES OF WASTE LINES, VENTS AND REQUIRED
CLEANOUTS.

2. NOTE ON PLAN COMPLIANCE WITH WATER CONSERVATION; WATER CLOSETS 1.6 GALLONS PER FLUSH, SINKS
AND SHOWER HEADS 3 GALLONS PER MINUTE.

3. 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.

MECHANICAL PLANS:

1. SHOW EXHAUST FAN LOCATIONS FOR BATHROOMS, WATER CLOSET COMPARTMENTS AND LAUNDRY ROOMS IN LIEU OF OPERABLE WINDOWS, PER R303.3

2. GAS APPLIANCES SHALL COMPLY WITH CHAPTER 17 COMBUSTION AIR REQUIREMENTS. DETAIL HOW.
MISSING AT GARAGE

ELECTRICAL PLANS:

1. SERVICE RECEPTS MISSING FOR A/C UNITS

MODEL ENERGY CODE:

1. PROVIDE ENERGY CALCULATIONS PER 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.

IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT YOUR ASSIGNED PLANS EXAMINER:
TERRY STEVENS @ 791-5550 EXT. 112

Final Status

Task End Date Reviewer's Name Type of Review Description
06/08/2001 SUE REEVES OUT TO CUSTOMER Completed