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Permit Review Detail

Permit Number: T06CM00803
Parcel: 13336850A

Address:
10043 E KAREN PL

Review Status: Completed

Review Details: RESIDENTIAL BLDG/WWM

Permit Number - T06CM00803
Review Name: RESIDENTIAL BLDG/WWM
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
06/01/2006 DAVE WITT BUILDING-RESIDENTIAL REVIEW Denied PLAN CHECK COMMENTS - PROJECT #T06CM00803

6/2/06 10043 E. KAREN PLACE

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 2003 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 ¼ 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.


SITE PLAN:

1. INDICATE THE LOCATION OF GAS, WATER, ELECTRIC AND SEWER OR SEPTIC LINE ON THE PROPERTY, AND
WHERE THEY ENTER THE BUILDING. PROVIDE THE LOCATION OF YOUR WATER METER AND SEPTIC SYSTEM
IF IT EXISTS.

FOUNDATION PLAN:

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. KEYNOTE 5 / S1.1 ; PROVIDE AN APPROVED SPECIAL INSPECTION FORM FOR THE USE OF EPOXY.

3. KEYNOTE 4 / S1.1 ; WHERE IS KEYNOTE 4 USED?

4. PLEASE PROVIDE A LANDING OUTSIDE THE WEST EXTERIOR DOOR FROM THE FAMILY ROOM. SEE R311.4.3

FLOOR PLANS:

1. SHOW THE FLOOR PLAN OF THE ADJACENT ROOMS. LABEL ALL ROOMS AND SPACES. SHOW ALL DOORS AND WINDOWS.

2. PLEASE NOTE THE DOOR BETWEEN THE GARAGE AND THE FAMILY ROOM IS TO BE SOLID CORE AND SELF CLOSING. SEE R309.1 .

3. THE WINDOWS BETWEEN THE GARAGE AND THE LIVING AREA ARE NOT PERMITTED. SEE R309.1 AND R309.2 .

4. PROVIDE THE DIMENSIONS OF THE FIREPLACE'S HEARTH EXTENSION. SEE R1003

5. 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.

6. COMPLY WITH R309.2. PROVIDE ½" GYPSUM BOARD ON ALL WALLS COMMON TO THE GARAGE AND HOUSE.
WHERE SEPARATION IS A FLOOR-CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL
ALSO BE PROTECTED BY A MINIMUM ½" GYPSUM BOARD OR EQUIVALENT. NOTE DOORS BETWEEN HOUSE
AND THE GARAGE SHALL BE MINIMUM 1-3/8" SOLID CORE, PER R309.1

7. NOTE THAT BATHTUB AND SHOWER ENCLOSURES SHALL BE FINISHED WITH CERAMIC TILE, OR A
LISTED ENCLOSURE, TO A HEIGHT OF 72" ABOVE THE DRAIN PER R702.4 AND R307.2

8. LOCATE AND IDENTIFY SHEAR WALL TYPES AND LOCATIONS. PROVIDE NAILING SCHEDULE. SEE R602.10

STRUCTURAL PLANS:

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

2. SPECIFY LUMBER GRADE AND SPECIES. SPECIFY MANUFACTURER AND SERIES ON GLULAMS AND "I" JOISTS.

3. PROVIDE MANUFACTURER'S CALCULATIONS AND DATA FOR PRE-FAB TRUSSES. 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.

4. SPECIFY LATERAL SUPPORT OF TRUSSES.

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. DETAIL ALL SHEAR CONNECTIONS FROM THE FOUNDATION TO THE ROOF PLYWOOD.

8. PLEASE PROVIDE THE SIZE AND TYPE OF EXISTING BEAM AT THE WEST WALL OF THE FAMILY ROOM AND SPECIFY THE FOOTING BELOW IT.

ELEVATIONS:

1. HOW IS THE BEARING OF THE FOOTINGS ADJACENT THE SLOPED GRADE. SEE R403.1.7.2 (ALSO SEEN IN 1, 2 / S1.1)

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

3. NOTE AND DIMENSION THAT THE FIREPLACE CHIMNEY MUST TERMINATE A MINIMUM OF 2' ABOVE ANY
POINT OF ROOF WITHIN 10' MEASURED HORIZONTALLY AND NOT LESS THAN 3' ABOVE THE POINT WHERE
THE CHIMNEY PASSES THROUGH THE ROOF, PER R1001.6

SECTIONS - DETAILS - MISC. NOTES:

1. 2 / S1.1 ; PLEASE SPECIFY THE THICKNESS OF THE SIDING. SEE R602.10.3

2. 2, 5 / S1.1 ; SPECIFY THE DEPTH OF EMBEDMENT OF THE ANCHOR BOLTS. SEE R403.1.6

3. 4 / S1.1 ; PLEASE JUSTIFY THE WIDTH OF THE FOOTING FOR THE GROUTED MASONRY WALL. SEE TABLE R403.1.6

4. 4 / S1.1 ; SPECIFY THE REINFORCEMENT FOR THE FOOTING.

5. 4 / S1.1 ; A SPECIAL INSPECTION IS REQUIRED FOR THE USE OF EPOXY.

6. 6 / S1.1 ; PLEASE SPECIFY THE PLATE / WALL CONNECTION.

7. BEAM SCHEDULE / S1.1 ; PLEASE SPECIFY THE THICKNESS OF THE ANGLE IRONS.

PLUMBING PLANS:

1. ½" WATER SUPPLY ONLY PROVIDES 3 FIXTURE UNITS AT 200'. SEE '03 UPC TABLE 6-5 .

2. PLEASE UPDATE THE PLUMBING NOTES TO REFLECT THE 2003 UPC .

3. PLUMBING NOTE 3 / P1.1 ; CLARIFY THE STUB-OUT AND NEW WATER METER.

4. IS THE WATER HEATER GAS FIRED? HOW DOES IT COMPLY WITH UPC 505.1?

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

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

7. 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.

ELECTRICAL PLANS:

1. THE RECEPTACLES BETWEEN THE EAST DOOR EXITING THE FAMILY ROOM AND THE DOOR TO THE EXISTING RESIDENCE APPEAR TO BE OVER SPACED. SEE E3801.2.1

2. HOW DOES THE WEST DOOR EXITING THE FAMILY ROOM COMPLY WITH E3802.3 ?

3. HOW DOES THE SITE COMPLY WITH THE OUT DOOR LIGHTING CODE? PLEASE PROVIDE CUT SHEETS FOR THE PROPOSED EXTERIOR LIGHT FIXTURES AND THE BULBS. PROVIDE ALLOWABLE LUMEN CALCULATIONS

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

5. PLEASE PROVIDE A NOTE REQUIRING THE EXISTING RESIDENCE TO BE PROVIDED WITH SMOKE ALARMS. SEE R313.1.1 .


MODEL ENERGY CODE:

1. PROVIDE ENERGY CALCULATIONS PER THE 2003 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:
DAVE WITT @ 791-5550 EXT. 1110

Final Status

Task End Date Reviewer's Name Type of Review Description
06/07/2006 ANGIE SHOFFSTALL OUT TO CUSTOMER Completed
06/07/2006 SUE REEVES REJECT SHELF Completed