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Permit Review Detail

Permit Number: T05CM04016
Parcel: 112040350

Review Status: Completed

Review Details: RESIDENTIAL BLDG/WWM

Permit Number - T05CM04016
Review Name: RESIDENTIAL BLDG/WWM
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
08/03/2005 GERRY KOZIOL WWM REVIEW Approved
09/13/2005 DAVE WITT BUILDING-RESIDENTIAL REVIEW Denied PLAN CHECK COMMENTS - PROJECT #T05CM04016

9/14/05 2634 E. FLORENCE DR.

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.


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. DESCRIBE THE EXISTING FOOTING AROUND THE NEW DINING AREA.

3. PROVIDE A FOOTING UNDER THE INTERIOR BEARING WALL.

4. PLEASE INDICATE THE LOCATION OF THE HPAHD 22's.

FLOOR PLANS:

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

STRUCTURAL PLANS:

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

2. SPECIFY LUMBER GRADE AND SPECIES.

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



SECTIONS - DETAILS - MISC. NOTES:

1. 1 / A3; 3/8:1 APPEARS TO BE INADEQUATE FOR SHINGLES. SEE R905.2 .

2. 1 / A3 ; CLARIFY STEPPING THE ROOF INSULATION IN 2" INCREMENTS TO 18" DEPTH.

3. 1 / A3 ; CLARIFY 8-8d EACH SIDE OF 6" DIA. VIGA.

4. 1 / A3 ; DIMENSION THE FOOTING AND SHOW THE REINFORCEMENT.

5. 1,2,4,6 / A3 ; PROVIDE FOR THE LATERAL STABILITY OF THE STUDS. SEE R602.10

6. PROVIDE A SCUPPER DETAIL.

7. 2 A3 ; DESCRIBE THE 3/8" SHEAR BACKER MATERIAL.

8. 2 / A3 ; PROVIDE VENTILATION.

9. 6 / A3 ; PLEASE SPECIFY THE ANCHOR BOLTS.

10. 6 / A3 ; CLARIFY "WET SET" FLANGE TO SILL PLATE.

11. 6 / A3 ; PLEASE DON'T REFER TO "STRUCTURAL DRAWINGS" FOR INFORMATION.

12. 7 / A3 ; PROVIDE THE SOIL REPORT.

13. 8 / A3 ; PROVIDE THE STUD SPACING.

14. 8 / A3 ; DESCRIBE THE BOTTOM PLATE AND IT'S CONNECTION TO THE FLOOR.

15. 8 / A3 ; DESCRIBE THE FLOOR FRAMING AND IT'S CONNECTIONS TO EACH WALL.

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. ( HOSE BIBS? ) JUSTIFY THE SIZE OF THE EXISTING WATER SERVICE. SEE TABLES 6-3 AND 6-4 .

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

6. PLEASE SIZE THE SHOWER DRAIN. THE WEIR OF THE SHOWER TRAP CAN'T BE OVER 5' FORM THE VENT IF IT'S 2". WILL IT MAKE IT?

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

8. 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.


ELECTRICAL PLANS:

1. ELECTRIC RISER DIAGRAM ; PLEASE CHECK WITH T.E.P. ABOUT THE MINIMUM HEIGHT OF THE WEATHER HEAD ABOVE THE ROOF. MY TEP SERVICE REQUIREMENTS BOOK IS THE 2002 EDITION AND MAY BE OUT OF DATE BUT IT SAYS THE WEATHER HEAD IS REQUIRED TO BE 24" MINIMUM ABOVE THE ROOF.

2. RECEPTACLES ARE MISSING ON THE NORTH WALL OF THE NEW DINING AREA AND THE NEW UTILITY ROOM. SEE E3801 .

3. PLEASE NOTE LIGHT FIXTURES IN SHOWERS ARE REQUIRED TO BE LISTED AS APPROVED AS APPROVED FOR USE IN WET AREAS.

4. THE COUNTER TOP BETWEEN THE REFRIGERATOR AND THE RANGE APPEARS TO BE WIDER THAN 1' AND REQUIRES A RECEPTACLE. SEE E3801.4.1 .

5. SUB- PANEL "B", OVER CURRENT PROTECTION DEVICES, ISN'T PERMITTED TO BE LOCATED IN THE CLOTHES CLOSET.

6. THE RECEPTACLE ON THE KITCHEN TOP ON THE SOUTH WALL OF THE KITCHEN APPEARS TO BE OVER 2' FROM THE WEST END OF THE TOP.

7. PROVIDE ARC FAULT PROTECTION FOR THE BED ROOM RECEPTACLES.



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
09/19/2005 JMORALE1 OUT TO CUSTOMER Completed
09/19/2005 SUE REEVES REJECT SHELF Completed