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: T02CM03596
Parcel: 107120800

Review Status: Completed

Review Details: REVISION

Permit Number - T02CM03596
Review Name: REVISION
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
09/25/2002 REYES ARVAYO BUILDING-RESIDENTIAL REVIEW Denied PLAN CHECK COMMENTS - PROJECT #T02CM03596

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 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.

SITE PLAN:

1. PROVIDE A SITE PLAN INDICATING THE LOCATION OF ALL STRUCTURES ON YOUR PROPERTY.

2. PROVIDE DIMENSIONS FROM ALL STRUCTURES TO PROPERTY LINES, AND SHOW DISTANCES BETWEEN ALL
STRUCTURES.

3. INDICATE DIMENSIONS OF ALL PROPERTY LINES AND EASEMENTS.

4. 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.

5. EXTERIOR WALLS WITH A FIRE SEPARATION DISTANCE LESS THAN 3' SHALL HAVE NOT LESS THAN A ONE HOUR FIRE RESISTIVE RATING ON BOTH SIDES. R-302.1

FLOOR PLANS:

1. PROVIDE ACCESS TO EACH SEPARATE ATTIC AND CRAWL SPACE THAT EXCEEDS 30SF. DESIGNATE
LOCATIONS ON THE DRAWINGS. OPENINGS SHALL NOT BE LESS THAN 22" BY 30". THE ATTIC ACCESS SHALL
PROVIDE A MINIMUM OF 30" OF HEADROOM, AND SHALL BE LOCATED IN A HALLWAY OR READILY
ACCESSIBLE SPACE PER R807.

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

3. NOTE AND DETAIL MINIMUM REINFORCING, OR PROVIDE CODE JUSTIFICATION OF ALTERNATE:

- MONOLITHIC - ONE (1) #5 OR TWO (2) #4 REBARS IN THE MIDDLE OF THE FOOTING.
- STEMWALL - ONE (1) #4 REBAR IN THE BOTTOM OF THE FOOTING AND ONE (1) #4 REBAR IN THE TOP OF THE
STEM ON BRACED WALLS PER R602.10.6
- STEMWALL (WITH UNBALANCED FILL) - PER TABLE R404.1.1 (1-4)

4. FOOTING WIDTHS FOR ONE-STORY, PER TABLE R403.1:
- 16" MINIMUM; WOOD FRAME

STRUCTURAL PLANS:

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

2. PROVIDE LINTEL SIZE

3. SPECIFY LATERAL SUPPORT OF TRUSSES.

4. DETAIL GABLE END BRACING CONNECTIONS.

5. 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.

6. DETAIL ALL CONNECTIONS AND CROSS-REFERENCE TO THE FOUNDATION AND FRAMING PLANS
- TRUSSES TO TOP PLATE

5. NOTE AND SPECIFY THE SIZE, SPACING AND LENGTH OF ANCHOR BOLTS FOR SILL PLATES ON EXISTING SLAB

ELEVATIONS:

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

2. . FOAM INSULATION: CLARIFY YOUR COMPLIANCE WITH R318 ON THE MAIN WALLS AND THOSE WALLS TO
THE ATTIC PER R318.2.3. INDICATE IF C.M.U. - GABLE END

PLUMBING PLANS:

1. NOTE AND SPECIFY ALL PIPING MATERIALS.

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

IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT YOUR ASSIGNED PLANS EXAMINER:
REYES ARVAYO @ 791-5550 EXT. 1113

Final Status

Task End Date Reviewer's Name Type of Review Description
10/18/2002 CINDY AGUILAR OUT TO CUSTOMER Completed