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Permit Review Detail

Permit Number: T03CM04295
Parcel: 140230550

Review Status: Completed

Review Details: OTHER

Permit Number - T03CM04295
Review Name: OTHER
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
10/17/2003 EILEEN DECKARD WWM REVIEW Approved
11/17/2003 Christy Foreman BUILDING-RESIDENTIAL REVIEW Denied PLAN CHECK COMMENTS - PROJECT #T03CM04295

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.

SCOPE OF REVIEW:

THE SCOPE OF THIS PLAN REVIEW COVERS ARCHITECTURAL, PLUMBING, MECHANICAL, MODEL ENERGY AND ELECTRICAL CODES. ALL CODE REFERENCES ARE TO THE 2000 IRC AND STATE PLUMBING CODE. ALL FEATURES WERE CHECKED ONLY TO THE EXTENT ALLOWED BY THE SUBMITTALS PROVIDED. ALL PORTIONS OF THIS PROJECT ARE ASSUMED TO MEET OR WILL MEET OTHER DEPARTMENTAL REQUIREMENTS, CONDITIONS AND CONCERNS BEFORE PERMIT APPROVAL.

GENERAL REQUIREMENTS:

1. ALL PLANS SHALL BE LEGIBLE AND A SCALE NO SMALLER THAN ΒΌ INCH = 1-FOOT SHALL BE USED
FOR ALL FLOOR PLANS, FRAMING PLANS AND ELEVATIONS. DETAILS &CROSS SECTIONS AT A MINIMUM 3/8 INCH = 1-FOOT SCALE.
2. 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.

3. 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.

4. ALL ENGINEERS AND ARCHITECTS INVOLVED IN THE DESIGN OF THE STRUCTURE ARE TO SEAL THE
RELATED SHEETS OF PLANS, DETAILS AND CALCULATIONS. THIS IS IN ACCORDANCE WITH THE RULES OF
THE STATE BOARD OF TECHNICAL REGISTRATION.

5. SHOW WHAT IS EXISTING AND WHAT IS NEW FROM WHEN IT WAS A WORKSHOP. NEW OPENINGS / LINTELS?

FOUNDATION PLANS:

1. FOOTING WIDTHS FOR ONE-STORY, PER TABLE R403.1:

- 19" MINIMUM; HOLLOW CONCRETE/MASONRY
- 22" MINIMUM; SOLID FULLY GROUTED/MASONRY

2. 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. IDENTIFY THAT 1 HR. WALL MUST DEVIDE UNITS COMPLETELY.

2. SHOW COMPLIANCE WITH R310 PROVIDING EGRESS FROM BEDROOMS.

- MAXIMUM SILL HEIGHT OF 44"

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 WITH MOISTURE RESISTANT GYP. BD.


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. PROVIDE COMPLETE ROOF AND FLOOR FRAMING PLANS. SHOW SIZE, SPACING AND SPAN OF ALL FRAMING
MEMBERS, TRUSSES, LINTELS, HEADERS, LEDGERS AND BLOCKING.

3. SPECIFY LUMBER GRADE AND SPECIES.

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. SPECIFY LATERAL SUPPORT OF TRUSSES.

6. DETAIL GABLE END BRACING CONNECTIONS.

ELEVATIONS:

1. INDICATE ALL MATERIALS USED; STUCCO, CONCRETE BLOCK, GLASS BLOCK, ROOFING SYSTEMS, SIDING,
VENEERS, ETC.

2. NOTE AND SPECIFY ALL ROOF SLOPES APPROPRIATE TO MATERIAL (SEE R905).

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

SECTIONS - DETAILS - MISC. NOTES:

1. DETAIL / SECTION OF 1 HR. FIREWALL.

PLUMBING PLANS:

1. SITE PLAN & FLOOR PLAN DO NOT AGREE FOR DIRECTION OF FLOW OF WASTE LINE.

2. PROVIDE A COMPLETE ISOMETRIC DRAWING OF WASTE LINES. CLEAN - OUTS SHOULD BE 2" @ 2" WASTE ARMS. 2 WAY CLEAN-OUT MIN. 2 FT AWAY FROM BUILDING ON MAIN SEWER LINE.

3. WATER LINE: PROVIDE TOTAL FIXTURE DEMAND & MAXIMUM DEVELOPED LENGTH - IT APPEARRS WATER LINE IS UNDERSIZED.

4. NOTE ON PLAN COMPLIANCE WITH WATER CONSERVATION; WATER CLOSETS 1.6 GALLONS PER FLUSH, SINKS
AND SHOWERHEADS 3 GALLONS PER MINUTE.

5. PROVIDE PRESSURE AND TEMPERATURE RELIEF VALVE AT WATER HEATER.

6. 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. MECHANICAL UNITS ROOF MOUNTED?

ELECTRICAL PLANS:

5. PROVIDE AN EXTERIOR OUTLET AT GRADE LEVEL LOCATED AT BOTH THE FRONT AND BACK OF THE
DWELLING, PER E3801.7. THESE OUTLETS SHALL BE GFI PROTECTED PER E3802.3.

6. RECEPTACLE OUTLETS SHALL BE PROVIDED AT EACH KITCHEN COUNTER SPACE WIDER THAN 12", AND
SHALL BE INSTALLED SO THAT NO POINT ALONG THE WALL LINE IS MORE THAN 24" FROM A RECEPTACLE
OUTLET, PER E3801.4.1

11. NOTE THAT AT LEAST ONE 20-AMP BRANCH CIRCUIT SHALL BE INSTALLED TO SERVE THE LAUNDRY ROOM,
AND THIS CIRCUIT SHALL HAVE NO OTHER OUTLETS, PER E33603.3 AND 3801.8.

12. INDICATE THE LOCATION OF ALL AIR CONDITIONING AND HEATING UNITS, AIR HANDLERS, COMPRESSORS
AND DISCONNECTS. SERVICE GFCI OUTLET WITHIN 25 FT.

13. INDICATE THE LOCATION OF CONVENIENCE OUTLET AND LIGHT SWITCH FOR ATTIC HEATING AND AIR
CONDITIONING EQUIPMENT PER E3801.11 AND E3803.4.

14. WHERE CEILING FANS ARE SHOWN ON THE PLANS, PROVIDE A NOTE INDICATING ONLY APPROVED
OUTLET BOXES SHALL BE USED, PER E4001.6.


MODEL ENERGY CODE:
1. 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:
CHRISTY FOREMAN @ 791-5550 EXT. 1113


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 PREVIOUSLY MENTIONED CODES.

ADDITIONAL PLAN CHECK COMMENTS

1. DUPLEX NEEDS 1 HR. FIRE WALL SEPERATING THE UNITS. 5/8" TYPE'X' GYP BD. TO BOTTOM OF ROOF SHEATHING.

Final Status

Task End Date Reviewer's Name Type of Review Description
12/17/2003 CINDY AGUILAR OUT TO CUSTOMER Completed
11/19/2003 CINDY AGUILAR REJECT SHELF Completed