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Permit Review Detail

Permit Number: T02CM05229
Parcel: 125071900

Review Status: Completed

Review Details: RESIDENTIAL BLDG/ZONING/FLOOD/WWM

Permit Number - T02CM05229
Review Name: RESIDENTIAL BLDG/ZONING/FLOOD/WWM
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
01/08/2003 DAVE WITT BUILDING-RESIDENTIAL REVIEW Denied PLAN CHECK COMMENTS - PROJECT #T02CM05229

1/08/03 2401 E. 6TH ST. #2



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.


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 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 FOOTING THICKNESS AND DEPTH INTO UNDISTURBED SOIL FOR
EACH FOOTING TYPE AND CONDITION PER TABLE R403.1.

3. DETAIL A ON 2; SPECIFY THE ANCHOR BOLTS.

4. DETAIL B ON 2; SPECIFY THE STEM WALL BOND BEAM REINFORCEMENT AND THE VERTICALS.

5. DETAIL B ON 2; CLARIFY THE FOOTING DEPTH IN RELATION TO THE UNDISTURBED GRADE.

6. DETAIL C ON 2; SPECIFY THE POST TO CONCRETE CONNECTIVE HARDWARE .

7. DETAIL C ON 2; CLARIFY THE FOOTING DEPTH IN RELATION TO THE UNDISTURBED GRADE AND FLOOR LEVEL.


8. PROVIDE A LANDING OUTSIDE THE EAST DOOR.

9. PLEASE PROVIDE HOLD-DOWNS AND ANCHOR BOLT SIZE AND SPACING FOR BRACED WALL PANELS. SEE R602.10.3 FOR METHODS AND R602.10.6 FOR THE ALTERNATE PANELS (PANELS THAT ARE LESS THAN THE REQUIRED WIDTH).

FLOOR PLANS:

1. CLARIFY THE "4008 SHELVING CLASS-OBSCURED" AT THE NORTH WALL OF THE LIVING ROOM.

2. NOTE 7, R308.4 REFERS TO HAZARDOUS AREAS FOR GLASS , NOT WALL S. PLEASE CHECK THE HEIGHT OF WALL PROTECTION REQUIRED WITH R307.2 .

3. WHERE DOES NOTE 8 APPLY ?

4. NOTE 11, PLEASE CORRECT THE Fb VALUES,SINGLE AND REPETATIVE, FOR D.F. #2 .

5. ENERGY EFFICIENCY, PROVIDE MODEL ENERGY CALCULATIONS OR JUSTIFICATION WITH I.R.C. CHAPTER 11 FOR THE REQUIRED INSULATION "R" VALUE AND DOOR AND WINDOW "U" VALUE.

6. SHOW THAT THE WATER CLOSET IS LOCATED IN A CLEAR SPACE NOT LESS THAN 30" WIDE AND HAS A
CLEAR SPACE IN FRONT OF NOT LESS THAN 24" PER R307.2 (FIGURE).

STRUCTURAL PLANS:

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

2. IF, THE PORCH WILL HAVE A ROOF, PLEASE PROVIDE A ROOF FRAMING PLAN.

3. PROVIDE STRUCTURAL HEADERS.

4. ROOF FRAME, THE 2X6 @16 IN. O/C APPEAR TO BE OVER SPANNED; ALSO , THE 2X6 @ 24 IN. O/C .

5. ROOF FRAME, PLEASE CLARIFY NOTE 5. A DETAIL ?

6. DETAIL GABLE END BRACING CONNECTIONS.

7. DETAIL ALL SHEAR CONNECTIONS FROM THE FOUNDATION TO THE ROOF PLYWOOD FOR THE BRACED WALL PANELS.

SECTIONS - DETAILS - MISC. NOTES:

1. DETAIL 2 ON 3, PROVIDE A DETAIL FOR THE USE OF A SINGLE TOP PLATE.

2. PLEASE BRACE THE PARAPET LATERALLY.

3. PROVIDE A DETAIL FOR ROOF DRAINAGE AND ADD TO THE ELEVATION DRAWING.

4. PROVIDE A CROSS SECTION PARALLEL THE ROOF FRAMING TO SHOW THE CONNECTIONS. INCLUDE THE PORCH IF THERE IS A ROOF OVER THE PORCH.

5. NOTE AND SPECIFY ALL LEDGERS AND CONNECTIONS TO THE STUDS.

PLUMBING PLANS:

1. PROVIDE THE TOTAL DEVELOPED LENGTH OF THE GAS LINE.

2. DESCRIBE THE "SOURCE" OF THE GAS LINE. IF IT INVOLVES ANOTHER GAS SYSTEM,PROVIDE THE INPUT RATES, APPLIANCE DESCRIPTION, AND TOTAL DEVELOPED LENGTH OF THAT GAS SYSTEM.

3. SIZE THE GAS LINE.

4. DESCRIBE THE "SOURCE" OF THE WATER SERVICE LINE. IF THE WATER SERVICE INCLUDES ANOTHER WATER SERVICE, PROVIDE IT'S SIZE, TOTAL DEVELOPED LENGTH, AND DEMAND.

5. WATER LINE: PROVIDE TOTAL FIXTURE DEMAND, INCLUDING HOSE BIBS, & MAXIMUM DEVELOPED LENGTH.

6. SIZE THE WATER SERVICE.

7. NOTE 2; PLEASE CHECK TYPE "H" COPPER. IS THIS A "TYPO" ?

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

9. NOTE 9; THE I.P.C. HAS NOT BEEN ADOPTER BY TUCSON. PLEASE REFER TO THE '94 U.P.C. WITH STATE AMMENDMENTS.

10. THE FIXTURES ARE NOT PROPPERLY VENTED.

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

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

13. DRAINS ARE NOT PERMITTED TO TRAVEL IN A FOOTING.

MECHANICAL PLANS:

1. NOTE ON PLANS: MECHANICAL SHALL COMPLY WITH CHAPTERS 12 - 24 2000 IRC.

ELECTRICAL PLANS:

1. NOTE ON PLANS: ELECTRICAL WORK SHALL COMPLY WITH CHAPTERS 33 - 42, 2000 IRC. PLEASE DELETE REFERENCES TO THE N.E.C.

2. PROVIDE A SMOKE DETECTOR OUTSIDE OF, AND IN THE IMMEDIATE VICINITY OF THE BEDROOMS.

4. A RECEPTACAL IS REQUIRED WITHIN 6 FEET OF EACH SIDE OF A DOOR WAY.

5. ALL KITCHEN COUNTER TOP RECEPTACALS ARE REQUIRED TO BE G.F.C.I. PROTECTED.

6. RECEPTACLE OUTLETS SHALL BE PROVIDED AT EACH KITCHEN COUNTER SPACE WIDER THAN 12", AND
SHALL BE INSTALLED SO THAT NO POINT ALONG THE WALL LINE IS MORE THAN 24" FROM A RECEPTACLE
OUTLET, PER E3801.4.1

7. CLOTHES WASHERS ARE REQUIRED TO BE ON IT'S OWN 20 AMP CIRCUIT.

8. SUBMIT ELECTRICAL RISER DIAGRAM.



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
01/10/2003 GERRY KOZIOL WWM REVIEW Approved
11/12/2002 ANY FLOODPLAIN REVIEW Approved
12/19/2002 DAN CASTRO NPPO REVIEW Passed
12/19/2002 DAN CASTRO ZONING REVIEW Approved

Final Status

Task End Date Reviewer's Name Type of Review Description
01/15/2003 TAMI ACHONG OUT TO CUSTOMER Completed