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Permit Review Detail

Permit Number: T03CM04926
Parcel: 113110550

Review Status: Completed

Review Details: RESIDENTIAL BLDG/WWM

Permit Number - T03CM04926
Review Name: RESIDENTIAL BLDG/WWM
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
10/17/2003 GERRY KOZIOL WWM REVIEW Approved
11/05/2003 CHRISTY FOREMAN BUILDING-RESIDENTIAL REVIEW Denied PLAN CHECK COMMENTS - PROJECT #T03CM04926

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 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.

3. 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.

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. DETAILS ON FOOTINGS SHOULD NOTE THAT TOP OF FOOTING IS 6" ABOVE FINISHED GRADE.

3. FOOTING WIDTHS FOR ONE-STORY, PER TABLE R403.1:
DETAIL A0/6 - PROVIDE DESIGN / STRUCTURAL CALCULATIONS.

4. ALL SLABS AND PADS, INCLUDING LANDINGS AT ALL DOORS, SHALL BE SHOWN AND THEIR THICKNESS
SPECIFIED. INDICATE THE SLOPE FOR EXTERIOR SLABS, PER R312. LANDING AT ENTRANCE TO ACCESSORY STRUCTURE.

5. ALL FOUNDATION HOLD-DOWNS AND ANCHOR BOLT SPACING FOR SHEAR WALLS SHALL BE SPECIFIED AND
LOCATED.

FLOOR PLANS:

1. PROVIDE ALL WINDOW SIZES AND TYPES, AND DESIGNATE THE OPERABLE PORTION OF WINDOWS, DOOR #6 WITH TEMPERED GLASS.

2. 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.

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

4. HANDRAIL REQUIRED PER CODE SECTION R315.


STRUCTURAL PLANS:

1. LINTEL ML-1 APPEARS TO BE UNDERSIZED.

2. HEADERS NEED TO BE SIZED AND DETAILED FOR ALL OPENINGS IN BEARING WALLS.

3. SHOW DETAILS FOR ALL BEARING AND CRITICAL NON-BEARING CONDITIONS.

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

5. DETAIL 1/A3 HOW DO YOU INTEND TO PUT BOND BEAM, ANCHOR BOLTS, & SIMPSON PAI 23 IN EXISTING MASONRY WALL.

6. NEED ROOF FRAMING, SECTION, & DETAILS FOR TRELLIS. DETAIL 4/A3 - WHAT IS THIS FOR?

7. B-1 6X8, #2 DOUGLAS FIR APPEARS TO BE UNDERSIZED AT COVERED PORCH.

8. B-1 6X8 GARAGE DOOR HEADER APPEARS TO BE UNDERSIZED.

9. DETAIL 4/A6 HOW WILL THE ANCHOR BOLTS ATTACH TO EXISTING WALL.

10. PROVIDE BRACING DETAILS AND NOTES FOR EXTERIOR FRAME WALLS AND MAIN CROSS-STUD PARTITIONS,
OR USE FULLY BRACED, PER R602.10.3. A MINIMUM PANEL WIDTH OF 48" IS REQUIRED TO EFFECTIVELY
BRACE THE PARTITION. SEE TABLE R602.10.3, CATEGORY "C". IF BRACING DOES NOT COMPLY, PROVIDE A
LATERAL ANALYSIS OR ALTERNATE DESIGN TO BE REVIEWED BY THE PLANS EXAMINER. WIND FORCES
FOR SINGLE STORY RESIDENCES SHALL USE 90 MPH, EXPOSURE "B". TWO STORY RESIDENCES OR AREAS OF
HIGHER WIND SHALL USE EXPOSURE "C".

SECTIONS - DETAILS - MISC. NOTES:

1. SECTION CALL OUTS ON SHT. A3 APPEARS TO BE WRONG - REFERS TO SHT. A7 AND SHOULD BE A5.

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

3. DETAIL 7/A0 NEED BOND BEAM @ TOP OF PARAPET AND AT ROOF DIAPHRAGM. DETAIL 7/A0 HOW DOES LEDGER ATTACH TO MASONRY WALL? SPECIFY JOIST HANGER. CALL OUTS 13 & 14 DO NOT HAVE ANY RELATED NOTES.

4. DETAIL 6/A0 & 1/A1 LEDGER AND JOISTS MUST MEET CODE REQUIREMENTS SECTIONR323.1 - 18" CLEARANCE AND PRESSURE TREATED WOOD.

PLUMBING PLANS: REVISE PLUMBING WITH KITCHEN REMOVED.

1. WATER LINE: EXISTING WATER LINE SIZE AND METER SIZE TO VERIFY EXISTING METER AND LINE CAN HANDLE ADDITIONAL DEMAND.

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

3. 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.

4. SHT. A8 - 2 WAY GROUND CLEAN OUT - NOTED INCORRECTLY.

ELECTRICAL PLANS:

1. ALL RECEPTACLE WITHIN 6' OF A WET BAR OR KITCHEN SINK SHALL HAVE GROUND FAULT CIRCUIT
INTERRUPTING PROTECTION. NOTE ON THE DRAWINGS AT EACH OUTLET REQUIRING SUCH PROTECTION,
PER E3802.

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

3. ADD THE FOLLOWING NOTE: "ALL DWELLINGS FOR WHICH PERMITS ARE ISSUED AFTER JANUARY 1, 2002
SHALL BE PROVIDED WITH ARC-FAULT CIRCUIT INTERRUPTER PROTECTION PER NEC ARTICLE 210-12"

4. ELECTRICAL LOAD CALCULATIONS ARE REQUIRED WITH MORE THAN 4 CIRCUITS. PROVIDE FOR THE TOTAL SQUARE FOOTAGE OF ADDITION AND ACCESSORY BUILDING.

5. WIRE SPECIFICATION ALUMINUM OR COPPER?

6. 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.

MODEL ENERGY CODE: - ADDITION IS MORE THAN 20% OR THE EXISTING THEREFORE NEED TO MEET ENERGY CODE REQUIREMENTS.

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:
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. ACCESSORY DRAWINGS NEED TO BE MODIFIED WITH REMOVAL OF KITCHEN PER ZONING REQUIREMENTS.

2. PROVIDE INFORMATION TO VERIFY EXISTING WALLS REMOVED ARE NON-BEARING. IF BEARING PROVIDE DETAILS.

Final Status

Task End Date Reviewer's Name Type of Review Description
11/18/2003 TAMI ACHONG OUT TO CUSTOMER Completed
11/05/2003 ANGIE SHOFFSTALL REJECT SHELF Completed