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Permit Review Detail

Permit Number: T02CM02781
Parcel: 11308081F

Review Status: Completed

Review Details: RESIDENTIAL BLDG/ZONING/FLOOD/WWM

Permit Number - T02CM02781
Review Name: RESIDENTIAL BLDG/ZONING/FLOOD/WWM
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
06/06/2002 PETER MCLAUGHLIN ZONING REVIEW Approved
06/06/2002 PETER MCLAUGHLIN NPPO REVIEW Passed
06/06/2002 MIKE BERGHUIS FLOODPLAIN REVIEW Approved
06/07/2002 REYES ARVAYO BUILDING-RESIDENTIAL REVIEW Denied PLAN CHECK COMMENTS - PROJECT #T02CM02781

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.

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.

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

FLOOR PLANS:

1. PROVIDE ALL WINDOW SIZES AND TYPES, AND DESIGNATE THE OPERABLE PORTION OF WINDOWS, AS WELL
AS THE LOCATIONS OF TEMPERED GLASS PER R308.4.

2. SHOW COMPLIANCE WITH R310 PROVIDING EGRESS FROM BEDROOMS.
- MAXIMUM SILL HEIGHT OF 44"
- MINIMUM NET CLEAR AREA OF OPENING OF 5.7SF.
- MINIMUM NET CLEAR DIMENSIONS OF OPENING OF 24" HEIGHT BY 20" WIDTH.

3. 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

4. LOCATE AND IDENTIFY SHEAR WALL TYPES AND LOCATIONS.

5. APPLIANCES INSTALLED IN GARAGES SHALL BE MOUNTED ON PLATFORMS AT LEAST 18" ABOVE THE
FLOOR, PER M1307.3

STRUCTURAL PLANS:

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

2. 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".

ELEVATIONS:

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

3. FOAM INSULATION: CLARIFY YOUR COMPLIANCE WITH R318 ON THE MAIN WALLS AND THOSE WALLS TO
THE ATTIC PER R318.2.3.

PLUMBING PLANS:

1. WATER LINE: PROVIDE TOTAL FIXTURE DEMAND & MAXIMUM DEVELOPED LENGTH

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

MECHANICAL PLANS:

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

IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT YOUR ASSIGNED PLANS EXAMINER:
REYES ARVAYO @ 791-5550 EXT. 113
06/21/2002 GERRY KOZIOL WWM REVIEW Approved

Final Status

Task End Date Reviewer's Name Type of Review Description
07/11/2002 TAMI ACHONG OUT TO CUSTOMER Completed