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: T02CM04851
Parcel: 133223340

Review Status: Completed

Review Details: RESIDENTIAL BLDG/ZONING/FLOOD/WWM

Permit Number - T02CM04851
Review Name: RESIDENTIAL BLDG/ZONING/FLOOD/WWM
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
10/17/2002 DAN CASTRO ZONING REVIEW Approved
10/17/2002 DAN CASTRO NPPO REVIEW Passed
10/17/2002 GERRY KOZIOL WWM REVIEW Approved
10/17/2002 JAMES TATE FLOODPLAIN REVIEW Approved
10/29/2002 REYES ARVAYO BUILDING-RESIDENTIAL REVIEW Denied PLAN CHECK COMMENTS - PROJECT #T02CM04851

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.

FLOOR PLANS:

1. 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. NOTE DOORS BETWEEN HOUSE
AND THE GARAGE SHALL BE MINIMUM 1-3/8" SOLID CORE, PER R309.1

2. NOTE THAT BATHTUB AND SHOWER ENCLOSURES SHALL BE FINISHED PER p2710 WITH CERAMIC TILE, OR A
LISTED ENCLOSURE, TO A HEIGHT OF 72" ABOVE THE DRAIN PER R702.4 AND R307.2

3. LOCATE AND IDENTIFY SHEAR WALL TYPES AND LOCATIONS.

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. FOOTING WIDTHS FOR ONE-STORY, PER TABLE R403.1:
- 22" MINIMUM; WITH VENEER

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

STRUCTURAL PLANS:

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

2. PROVIDE COMPLETE ROOF AND FLOOR FRAMING PLANS. SHOW SIZE, SPACING AND SPAN OF ALL FRAMING
MEMBERS, TRUSSES, JOISTS, RAFTERS, BEAMS, GLULAMS, LINTELS, HEADERS, LEDGERS AND BLOCKING.

3.. 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".

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

5. NOTE AND SPECIFY ALL ROOF SLOPES APPROPRIATE TO MATERIAL (SEE R905).

6. FOR VENEER, NOTE AND SPECIFY TYPE OF VENEER. PROVIDE DETAIL AND SPECIFY ANCHORING METHOD,
BACKING, VAPOR BARRIER AND SUPPORT PER R301.2.2.3.

PLUMBING PLANS:

1. MIN. 2" DRAIN FOR SINK

2. 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

3. WATER LINE: PROVIDE TOTAL FIXTURE DEMAND & MAXIMUM DEVELOPED LENGTH-INCLUDE EXISTING FIXTURES FRONT UNIT

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

5. 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. 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

2 . SIZE OF FEEDER TO SUB-PANEL- TYPE OF WIRE


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
11/01/2002 ELAINE ROSE OUT TO CUSTOMER Completed