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: T04CM00050
Parcel: 112074360

Address:
3002 E SILVER ST

Review Status: Completed

Review Details: RESIDENTIAL BLDG/WWM

Permit Number - T04CM00050
Review Name: RESIDENTIAL BLDG/WWM
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
01/15/2004 GERRY KOZIOL WWM REVIEW Approved
01/26/2004 DAVE WITT BUILDING-RESIDENTIAL REVIEW Denied PLAN CHECK COMMENTS - PROJECT #T04CM00050

1/26/04 3002 E. SILVER ST.

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 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.

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 PORCH POST LOCATIONS.

FLOOR PLANS:

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

STRUCTURAL PLANS:

1. 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.

ELEVATIONS:

1. NOTE AND SPECIFY THE PORCH ROOF SLOPE APPROPRIATE TO MATERIAL (SEE R905).

2. NOTE AND SIZE ALL ROOF DRAINS, SCUPPERS, AND CRICKETS ON FLAT-ROOFED AREAS PER R903.4.

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




SECTIONS - DETAILS - MISC. NOTES:

1. C / 4 ; PROVIDE THE ANCHOR BOLT SPACING.

2. C / 4 ; DIMENSION THE FOOTING AND SPEC THE STEM WALL BLOCK.

3. LEDGER / 4 ; JUSTIFY THE 5/16" X 4" LAGS @ 32"O.C.

4. PROVIDE A CROSS SECTION OF THE PORCH.

PLUMBING PLANS:

1. PROVIDE THE WATER FIXTURE REQUIREMENTS FOR THE EXISTING RESIDENCE.

2. JUSTIFY THE REDUCTION FROM 1" P.V.C. TO ¾" COPPER OF THE WATER SERVICE LINE . SEE U.P.C. TABLE 6-4 .

3. THE ½" WATER DISTRIBUTION LINE SERVING THE TUB (2 f.u.), WATER CLOSET (3 f.u.),AND THE LAVATORY (1 f.u.) APPEARS TO BE UNDER SIZED.

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

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

6. NOTE ON PLANS THAT TUB / SHOWER COMBINATIONS THAT HAVE INDIVIDUAL CONTROL
VALVES SHALL BE OF THE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE.

ELECTRICAL PLANS:

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

2. PROVIDE AN EXTERIOR OUTLET AT GRADE LEVEL LOCATED AT THE BACK OF THE DWELLING, PER E3801.7. THIS OUTLET SHALL BE GFI PROTECTED PER E3802.3.

3. PROVIDE RECEPTACLES:
BETWEEN THE BATH AND SHOP DOORS
BETWEEN THE SHOP DOOR AND THE WET BAR CABINETS
BETWEEN THE ENTRY AND BATHROOM DOORS
SEE E3801.2.1

4. THE ELECTRICAL RISER DIAGRAM SHOWS A NEW 400 AMP SERVICE WHILE THE SITE PLAN SHOWS A NEW 300 AMP SERVICE. PLEASE RECONCILE.

5. A #2 THW CU. AND A #6 GROUND APPEARS INADEQUATE FOR A 200 AMP FEEDERS.

6. SHOW LOCATIONS OF A SMOKE DETECTOR 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:

1. JUSTIFY THE 1.28 REQUIRED U-VULUE FOR WINDOWS.

IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT YOUR ASSIGNED PLANS EXAMINER:
DAVE WITT @ 791-5550 EXT. 1110


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.

Final Status

Task End Date Reviewer's Name Type of Review Description
01/30/2004 DELMA ROBEY OUT TO CUSTOMER Completed