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Permit Review Detail

Permit Number: T05CM03745
Parcel: 112030930

Review Status: Completed

Review Details: RESIDENTIAL BLDG/WWM

Permit Number - T05CM03745
Review Name: RESIDENTIAL BLDG/WWM
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
08/01/2005 GERRY KOZIOL WWM REVIEW Denied Needs 8th floor Wastewater credit evaluation.
08/22/2005 DAVE WITT BUILDING-RESIDENTIAL REVIEW Denied PLAN CHECK COMMENTS - PROJECT #T05CM03745

8/23/05 2918 E. RICHARDS ROW

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 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.

SITE PLAN:

1. PLEASE INDICATE THE LOCATION OF THE WATER METER AND THE ROUTE OF THE WATER SERVICE LINE.

2. INDICATE THE LOCATION OF THE GAS METER.

FOUNDATION PLANS:

1. INDICATE THE LOCATION OF THE FOOTINGS.

2. PROVIDE THE LOCATIONS OF THE DETAILS.

3. INDICATE THE LOCATIONS OF THE HOLD-DOWN HARDWARE FOR THE ALTERNATE BRACED WALL PANELS AND IDENTIFY IT. SEE R602.10 .

4. PROVIDE A DETAIL OF THE REINFORCEMENT OF THE ARCHED STEPS.

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

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

4. 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 ROOF DEAD LOAD AND LIVE LOAD.

2. SPECIFY LUMBER GRADE AND SPECIES.

4. PROVIDE MANUFACTURER'S 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.

5. SPECIFY LATERAL SUPPORT OF TRUSSES.

6. DETAIL GABLE END BRACING CONNECTIONS.

7. 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.

8. PLEASE SPECIFY THE BEAMS.

9. JUSTIFY THE ADEQUACY OF THE DOUBLE 2X6 HEADERS.

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

ELEVATIONS:

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

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

3. NOTE GLASS IN HAZARDOUS AREAS SHALL BE SAFETY GLASS PER R308.4.

4. FOR VENEER, NOTE AND SPECIFY TYPE OF VENEER. PROVIDE DETAIL AND SPECIFY ANCHORING METHOD,
BACKING, VAPOR BARRIER, ETC.

SECTIONS - DETAILS - MISC. NOTES:

1. PROVIDE A CROSS SECTION OF THE FOOTING/COLUMN/BEAM/TRUSS/ROOF AT THE PORCH.

2. NUMBER THE DETAILS AND NUMBER THE PAGES.

3. PROVIDE A CROSS SECTION OF A TYPICAL INTERIOR WALL.

4. BOTTOM DETAIL ON THE FOUNDATION PAGE ; PROVIDE THE STUD SPACING.

5. BOTTOM DETAIL ON THE FOUNDATION PAGE ; DESCRIBE THE MINIMUM STEM WALL WIDTH AND REINFORCEMENT ( VERTICAL AND TOP ).

6. BOTTOM DETAIL ON THE FOUNDATION PAGE ; PROVIDE THE MINIMUM EMBEDMENT FOR THE ANCHOR BOLTS.

7. BOTTOM DETAIL ON THE FOUNDATION PAGE ; PROVIDE THE VENEER INFORMATION; ANCHORAGE, AIR SPACE, FLASHING, WEEP HOLE SIZE AND SPACING, WEATHER RESISTIVE BARRIER. SEE R703.7 .

8. BOTTOM DETAIL ON THE FOUNDATION PAGE ; PROVIDE THE DEPTH OF THE BOTTOM OF THE FOOTING BELOW THE NATURAL GRADE.

9. CROSS SECTION ; PROVIDE THE TRUSS/WALL CONNECTION.

10. CROSS SECTION ; DESCRIBE THE ROOFING AND UNDERLAYMENT.

11. CROSS SECTION ; DESCRIBE THE CEILING COVERING IN ACCORD WITH TABLE R702.3.5 FOOTNOTE D .

12. SECTION B ; PLEASE HAVE THE NAME OF THE "OFFICE" AND THE NAME OF THE "FAMILY ROOM" AS SEEN ON THE FLOOR PLAN BE THE SAME.

PLUMBING PLANS:

1. NOTE AND SPECIFY ALL PIPING MATERIALS.

2. PROVIDE AN ISOMETRIC DRAWING OF WASTE LINES. SHOW SIZES OF WASTE LINES, VENTS AND REQUIRED
CLEANOUTS.

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

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. JUSTIFY THE EXISTING SUPPLY PLUMBING'S ABILITY TO SUPPLY BOTH IT'S EXISTING AND THE NEW LOAD.

7. PROVIDE A WATER DISTRIBUTION DRAWING.

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

9. 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.

10. PLEASE NOTE ON THE PLANS PLUMBING SHALL COMPLY WITH THE UNIFORM PLUMBING CODE WITH THE STATE AMENDMENTS.

MECHANICAL PLANS:

1. NOTE ON PLANS: MECHANICAL SHALL COMPLY WITH 2003 IRC.

2. PROVIDE THE SIZE OF THE RETURN AIR DUCT AND THE FILTER FRAME. SEE M1403.1 AND M1307.4.1.2 ..

3. THE SIZE OF THE 14" SUPPLY AIR DUCT APPEARS INADEQUATE. PLEASE JUSTIFY.

4. GAS APPLIANCES SHALL COMPLY WITH TABLE 5, STATE PLUMBING CODE, COMBUSTION AIR REQUIREMENTS. DETAIL HOW.

ELECTRICAL PLANS:

1. NOTE ON PLANS: ELECTRICAL WORK SHALL COMPLY WITH THE 2003 IRC.

2. THE PLAN DOESN'T MATCH THIS JOB. RECEPTACLE LOCATION, A/C TO BE ADDED AT 100% IN LOAD CALCULATIONS, CALCULATED LOAD EXCEEDS AMPACITY OF PANEL, PROVIDE RISER DIAGRAM, A/C IS CALCULATED AT 40 AMPS BUT CIRCUITED AT50 AMPS, INDICATE LOCATION OF SUB-PANEL, PROVIDE SMOKE DETECTORS

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

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



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:
DAVE WITT @ 791-5550 EXT. 1110

Final Status

Task End Date Reviewer's Name Type of Review Description
08/24/2005 GBONILL1 OUT TO CUSTOMER Completed
08/24/2005 SUE REEVES REJECT SHELF Completed