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Permit Review Detail

Permit Number: T04CM03520
Parcel: 140180720

Review Status: Completed

Review Details: RESIDENTIAL BLDG/WWM

Permit Number - T04CM03520
Review Name: RESIDENTIAL BLDG/WWM
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
08/05/2004 Gerry Koziol WWM REVIEW Approved
08/31/2004 Terry Stevens BUILDING-RESIDENTIAL REVIEW Denied PLAN CHECK COMMENTS - PROJECT #T04CM03520
8/31/04
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. DIMENSION THE WALL THICKNESS, FOOTING WIDTH THICKNESS AND DEPTH INTO UNDISTURBED SOIL FOR
EACH FOOTING TYPE AND CONDITION PER TABLE R403.1-------MISSING FOR INTERIOR BEARING WALL-------CALL OUT ON FOUNDATION PLAN DOES NOT MATCH DETAIL 5/6-----CLARIFY

3. FOOTING WIDTHS FOR ONE-STORY, PER TABLE R403.1:
- 19" MINIMUM; HOLLOW CONCRETE/MASONRY--------FOR INTERIOR BEARING WALL

4. LOCATE AND DETAIL ALL FOOTINGS FOR THE FOLLOWING:
- INTERIOR BEARING WALLS

5. INDICATE THE SLOPE FOR EXTERIOR SLABS, PER R312.

FLOOR PLANS:

1. PROVIDE ALL WINDOW SIZES AND TYPES, AND DESIGNATE THE OPERABLE PORTION OF WINDOWS, AS WELL
AS THE LOCATIONS OF TEMPERED GLASS PER R308.4.

2. NOTE DOORS BETWEEN HOUSE AND THE GARAGE SHALL BE MINIMUM 1-3/8" SOLID CORE, PER R309.1

3. 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

4. IDENTIFY CEILING HEIGHTS IN ALL AREAS ON FLOOR PLAN. IF SLOPED CEILING, NOTE AVERAGE HEIGHT.

STRUCTURAL PLANS:

1. PROVIDE COMPLETE ROOF FRAMING PLANS. SHOW SIZE, SPACING AND SPAN OF ALL FRAMING
MEMBERS, TRUSSES, JOISTS, RAFTERS, BEAMS, GLULAMS, LINTELS, HEADERS, LEDGERS AND BLOCKING.
LINTEL SIZES AND LOCATIONS MISSING FOR ALL OPENINGS
4X8 BEAM AT REAR PORCH IS NOT ADEQUATE IF USING 2 POINT BEARING TRUSSES-------SEE BELOW

2. 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.

3. DETAIL GABLE END BRACING CONNECTIONS.

4. 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.

5. COMPLETELY DETAIL ALL CONNECTIONS AND CROSS-REFERENCE TO THE FOUNDATION AND FRAMING
PLANS:
- BEAM TO MASONRY COLUMN
- TRUSS TO BEAM

ELEVATIONS:

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

SECTIONS - DETAILS - MISC. NOTES:

1. WOOD SILL PLATES SHALL BE FOUNDATION GRADE REDWOOD OR PRESSURE-TREATED WOOD PER R324.
AT FUR OUT

PLUMBING PLANS:

1. NOTE AND SPECIFY ALL PIPING MATERIALS.

2. WASTE PLAN AS INDICATED DOES NOT MEET CODE------VENTING DRAWN WRONG-----CLEAN OUTS MISSING-------11/2" WASTE LINE NOT ALLOWED FOR MORE THAN 1 FIXTURE UNIT------SIZES OF WASTE LINES MISSING------WASTE LINE MISSING TO WASHER

3. 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---------FOR GAS WATER HEATER

4. WATER LINE: PROVIDE TOTAL FIXTURE DEMAND & MAXIMUM DEVELOPED LENGTH

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

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.

7. 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.

MECHANICAL PLANS:

1. NOTE ON PLANS: MECHANICAL SHALL COMPLY WITH CHAPTERS 12 -16 AND18- 24 2000 IRC.

2. GAS APPLIANCES SHALL COMPLY WITH 1994 UPC WITH STATE AMENDMENTS FOR COMBUSTION AIR REQUIREMENTS. DETAIL HOW.

ELECTRICAL PLANS:

1. DESIGNATE THE LOCATION AND CIRCUIT OF ALL REQUIRED LIGHT FIXTURES, RECEPTACLE OUTLETS, POWER
OUTLETS AND SWITCHES.---------RECEPTS. MISSING AT FOYER, HALLWAY, BEDROOM 2 WALL, KITCHEN WALL

2. 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

3. ISLAND OR PENINSULA COUNTER TOPS SHALL HAVE AT LEAST ONE RECEPTACLE OUTLET AT EACH
COUNTER SPACE WITH A LONG DIMENSION OF 24" OR GREATER, AND A SHORT DIMENSION OF 12" OR
GREATER, PER E3801.4.2 AND E3802.4.3.


4. TWO OR MORE 2OAMP SMALL APPLIANCE CIRCUITS SHALL BE PROVIDED TO SERVE ALL RECEPTACLE OUTLETS AT THE KITCHEN COUNTERS, BREAKFAST ROOM AND DINING ROOM. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS, PER E3603.2 AND E3801.3-4.5.

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.

6. 40 AMP BREAKER AT FURNACE IS NOT ADEQUATE FOR 16100 WATT ELEC. FURNACE

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.
R-15 WILL NOT FIT IN A 2X2 FUR OUT

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
09/03/2004 TAMI ACHONG OUT TO CUSTOMER Completed
09/03/2004 SUE REEVES REJECT SHELF Completed