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Permit Review Detail

Permit Number: T03CM00259
Parcel: 10922022B

Review Status: Completed

Review Details: RESIDENTIAL BLDG/ZONING/FLOOD/WWM

Permit Number - T03CM00259
Review Name: RESIDENTIAL BLDG/ZONING/FLOOD/WWM
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
02/11/2003 PETER MCLAUGHLIN ZONING REVIEW Approved
02/11/2003 PETER MCLAUGHLIN NPPO REVIEW Passed
02/11/2003 JAMES TATE FLOODPLAIN REVIEW Approved FUP No. T03OT00092
02/24/2003 REYES ARVAYO BUILDING-RESIDENTIAL REVIEW Denied PLAN CHECK COMMENTS - PROJECT #T03CM00259

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 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.

2. 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.

FLOOR PLANS:

1. LABEL ALL ROOMS ADJOINING NEW ADDITION- SHOW THAT EXISTING ROOM OR ROOMS MEET THE LIGHT AND VENTILATION REQUIREMENTS

2. SHOW COMPLIANCE WITH R310 PROVIDING EGRESS FROM BEDROOMS. GUEST ROOM
- 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. 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.

4. 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 TO ROOF DECK

5. 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

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

3. FOOTING WIDTHS FOR ONE-STORY, PER TABLE R403.1:
- 19" MINIMUM; WOOD FRAME WITH BRICK VENEER

4. 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. PLANS:

2. DETAIL ALL CONNECTIONS AND CROSS-REFERENCE TO THE FOUNDATION AND FRAMING
A. BEAM TO POST-NEED POSITIVE CONNECTION
B. POST TO SLAB--- INDICATE TYPE OF CONNECTION WITH MIN. 1" CLEARANCE BETWEEN POST AND
CONCRETE
- C. HANGER TYPES
D. STRAPS
E. HOLD DOWN LOCATIONS AND TYPE
D. CONTINUOUS LOAD PATH FOR SHEAR TRANSFER

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. NOTE AND SPECIFY ALL LEDGERS AND CONNECTIONS TO WOOD, FRAME

ELEVATIONS:

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

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

3. 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. 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. IF THE HEATING OR AIR CONDITIONING EQUIPMENT IS LOCATED IN THE ATTIC, SHOW LOCATION OF ACCESS,
CATWALK AND WORKING PLATFORM. SHOW PROVISIONS FOR AND ROUTE OF SECONDARY CONDENSATE
DRAIN PER M1305.1.3.

ELECTRICAL PLANS:

1. A RECEPTACLE OUTLET SHALL BE PROVIDED ADJACENT TO THE BASIN IN EACH BATHROOM, PER E3801.6.
BATHROOM OUTLETS SHALL BE ON A SEPARATE 20 AMP CIRCUIT WITH NO OTHER OUTLETS, PER E33603.4.

2. INDICATE THE LOCATION OF CONVENIENCE OUTLET AND LIGHT SWITCH FOR ATTIC HEATING AND AIR
CONDITIONING EQUIPMENT PER E3801.11 AND E3803.4.

3. WHERE CEILING FANS ARE SHOWN ON THE PLANS, PROVIDE A NOTE INDICATING ONLY APPROVED
OUTLET BOXES SHALL BE USED, PER E4001.6.

4. NOTE THAT LIGHT FIXTURES IN CLOTHES CLOSETS SHALL BE INSTALLED IN ACCORDANCE WITH E3903.11.

5. ELECTRICAL LOAD CALCULATIONS ARE REQUIRED .

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:
REYES ARVAYO @ 791-5550 EXT. 1113
02/27/2003 GERRY KOZIOL WWM REVIEW Denied Reviewed under P03cp01396 - revisions needed on Septic system

Final Status

Task End Date Reviewer's Name Type of Review Description
03/03/2003 CINDY AGUILAR OUT TO CUSTOMER Completed