Microfiche records prior to 2006 have not been completely digitized and may not be available yet on PRO. If you cannot find what you are looking for please submit a records request.

Permit Review Detail

Permit Number: T02CM01989
Parcel: 122162430

Review Status: Completed

Review Details: RESIDENTIAL BLDG/ZONING/FLOOD/WWM

Permit Number - T02CM01989
Review Name: RESIDENTIAL BLDG/ZONING/FLOOD/WWM
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
04/23/2002 DAN CASTRO ZONING REVIEW Approved
04/23/2002 DAN CASTRO NPPO REVIEW Passed
04/23/2002 JAMES TATE FLOODPLAIN REVIEW Approved
04/24/2002 DAVE WITT BUILDING-RESIDENTIAL REVIEW Denied PLAN CHECK COMMENTS - PROJECT #T02CM01989
05/15/02

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.

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. ALL SLABS AND PADS, INCLUDING LANDINGS AT ALL DOORS, SHALL BE SHOWN AND THEIR THICKNESS
SPECIFIED. INDICATE THE SLOPE FOR EXTERIOR SLABS, PER R312.

3. LOCATE THE POST ANCHORS ON THE FOUNDATION PLAN.

FLOOR PLANS:

1. PROVIDE WINDOW SIZE AND TYPE AND DESIGNATE THE OPERABLE PORTION OF THE REMAINING
WINDOW IN THE ADJACENT BEDROOM.

2. SHOW COMPLIANCE WITH R310 PROVIDING EGRESS FROM THE BEDROOM WITH ALTERED WINDOWS.
- MAXIMUM SILL HEIGHT OF 44"
- MINIMUM NET CLEAR AREA OF OPENING OF 5.7SF.
- MINIMUM NET CLEAR DIMENSIONS OF OPENING OF 24" HEIGHT BY 20" WIDTH.

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 READILY
ACCESSIBLE SPACE PER R807.

4. SPECIFY STAIR WIDTH (MINIMUM 36"). LUMBER IN DIRECT CONTACT WITH CONCRETE BEARING DIRECTLY ON EARTH IS REQUIRED TO BE WOOD OF A NATURAL RESISTANCE TO DECAY OR PRESSURE TREATED.

5. IDENTIFY CEILING HEIGHTS IN ALL AREAS ON FLOOR PLAN OR CROSS SECTION.


STRUCTURAL PLANS:

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

2. SPECIFY LUMBER GRADE AND SPECIES..

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 LATERAL SUPPORT OF TRUSSES.

5. DETAIL GABLE END BRACING CONNECTIONS.

6. PROVIDE CROSS SECTION OF OVER FRAMING. IF SOLID SHEATHING IS USED ON THE LOWER TRUSSES, PROVIDE . 2X6 RAFTERS APPEAR TO BE OVER SPANNED.
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. PROVIDE STAIRWAY CONNECTION TO FLOOR. PROVIDE PRESSURE TREATED PLATE.

ELEVATIONS:

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

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

SECTIONS - DETAILS - MISC. NOTES:

1. ON STANDARD DETAIL SHEETS, CROSS-OUT ALL DETAILS THAT DO NOT APPLY OR WERE NOT USED.

2. WOOD SILL PLATES SHALL BE FOUNDATION GRADE REDWOOD OR PRESSURE-TREATED WOOD PER R324.

3. DETAIL AND NOTE ALL MASONRY WALL REINFORCEMENT PER R606.11.2.2.3.

4. CROSS-SECTIONS SHALL BE CROSS-REFERENCED TO THE FLOOR PLAN AND FRAMING PLANS.

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 ( EXISTING AND PROPOSED )

3. WATER LINE: PROVIDE TOTAL FIXTURE DEMAND & MAXIMUM DEVELOPED LENGTH (EXISTING AND PROPOSED ). PROVIDE METER AND SERVICE LINE SIZE.

4. PLUMBING VENTS SHALL BE A MINIMUM OF 10 FEET AWAY FROM ALL AIR INTAKES.

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

6. PROVIDE REPLACEMENT ROOM FOR THE WATER HEATER PER P2801.3 .

7. THE TWO TRAPS AT KITCHEN SINK ARE NOT PERMITTED ON ONE DIRTY ARM.

MECHANICAL PLANS:

1. NOTE ON PLANS: MECHANICAL SHALL COMPLY WITH CHAPTERS 12 - 24 2000 IRC.
2. THE DWELLING MUST BE PROVIDED WITH HEATING CAPABLE OF MAINTAINING A ROOM TEMPERATURE OF
68 DEGREES AT A POINT 3' ABOVE THE FLOOR PER R303.6. PROVIDE THE INPUT RATING FOR THE FURNACE.

ELECTRICAL PLANS:

1. NOTE ON PLANS: ELECTRICAL WORK SHALL COMPLY WITH CHAPTERS 33 - 42, 2000 IRC.

2. NOTE THE LOCATION, TYPE AND AMPERAGE OF THE PANEL. NOTE THE GROUNDING AND BONDING METHOD.

3. DESIGNATE THE LOCATION AND CIRCUIT OF ALL REQUIRED LIGHT FIXTURES, RECEPTACLE OUTLETS, POWER
OUTLETS AND SWITCHES. COMPLETE THE PANEL SCHEDULE NOTING CIRCUIT NUMBER AND SIZE ALONG WITH A GENERAL DESCRIPTION.

4. ALL RECEPTACLE OUTLETS IN KITCHENS
WITHIN 6' OF A KITCHEN SINK SHALL HAVE GROUND FAULT CIRCUIT
INTERRUPTING PROTECTION. NOTE ON THE DRAWINGS AT EACH OUTLET REQUIRING SUCH PROTECTION,
PER E3802.

5. INDICATE THE LOCATION OF ALL AIR CONDITIONING AND HEATING UNITS, AIR HANDLERS, COMPRESSORS
AND DISCONNECTS.

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

7. NOTE THAT LIGHT FIXTURES IN CLOTHES CLOSETS SHALL BE INSTALLED IN ACCORDANCE WITH E3903.11.

8. COMPLETE CIRCUIT IDENTITIES.

9. NOTE THAT ALL SMOKE DETECTORS MUST BE
INTERCONNECTED WITH A POWER SOURCE FROM THE BUILDING WIRING, AND SHALL BE EQUIPPED WITH
BATTERY BACKUP.

10. IF THE ABANDONED SUBPANEL IS TO BE USED AS A JUNCTION BOX , IT MUST BE ACCESSIBLE. WHAT IS BACK FED ?

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.

IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT YOUR ASSIGNED PLANS EXAMINER:
DAVID WITT @ 791-5550 EXT. 110


ADDITIONAL PLAN CHECK COMMENTS

1. SPECIFY LINTELS. 2. HOW DOES 11/7 IMPACT THE DOOR SCHEDULE ?
05/17/2002 MVALDEZ1 WWM REVIEW Passed

Final Status

Task End Date Reviewer's Name Type of Review Description
05/28/2002 MONICA VALDEZ OUT TO CUSTOMER Completed