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Permit Review Detail

Permit Number: T04CM00617
Parcel: 13339028D

Review Status: Completed

Review Details: RESIDENTIAL BLDG/ZONING/ENGINE

Permit Number - T04CM00617
Review Name: RESIDENTIAL BLDG/ZONING/ENGINE
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
03/04/2004 Paul Machado ENGINEERING REVIEW Approved
03/05/2004 David Witt BUILDING-RESIDENTIAL REVIEW Denied PLAN CHECK COMMENTS - PROJECT #T04CM00617

3/8/04 151 S. CANDLESTICK 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 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 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.

SITE PLAN:

1. 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.

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. ALL SLABS AND PADS, INCLUDING LANDINGS AT ALL DOORS, SHALL BE SHOWN AND THEIR THICKNESS
SPECIFIED. INDICATE THE SLOPE FOR EXTERIOR SLABS, PER R312.

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.

STRUCTURAL PLANS:

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

2. JUSTIFY THE 1200S200-68 @ 24"O.C.






ELEVATIONS:

1. INDICATE ALL MATERIALS USED; STUCCO, CONCRETE BLOCK, GLASS BLOCK, ROOFING SYSTEMS, SIDING,
VENEERS, ETC.

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

3. NOTE GLASS IN HAZARDOUS AREAS SHALL BE SAFETY GLASS PER R308.4.

SECTIONS - DETAILS - MISC. NOTES:

1. ON STANDARD DETAIL SHEET ( 2.1 ), CROSS-OUT ALL DETAILS THAT DO NOT APPLY OR WERE NOT USED.

2. 4 / 2.0 ; JUSTIFY THE PURLINS OF DRYWALL CHANNEL ( HAT CHANNEL ) SPANNING 24".

3. 4 / 2.0 ; PROVIDE THE SPACEING OF THE "OLSKI" PLATES AND THE ENGINEERED LOAD LIMITS OF THE PLATE.

4. 5 / 2.0 ; COMPLETE THE LINTEL DESCRIPTIONS. SEE TABLE R611.7(3).

5. 2 / 2.0 ; SPECIFY THE FASTENERS FOR THE H2.5/PLATE, H2.5/RAFTER, THE METAL ROOF/ "HAT", AND THE METAL ROOF/ "HAT".

6. NOTES PER IRC R611.7 / 2.0 ; JUSTIFY NOTE 3.

7. NOTES / 2.0 ; ADDRESS VERTS FOR A 14' WALL.

8. 2, 4 / 2.1 ; THE MINIMUM FOOTING WIDTH FOR AN I.C.F.WALL IS 19".

9. 2 / 2.1 ; PLEASE CONFIRM THAT 6 GA. WIRE IS WHAT YOU WANT USE IN THE FLOOR.

10. 2/2.0; THE RAFTER'S BEARING APPEARS TO BE NOT SUPPORTED BY THE GROUT COLUMNS. PLEASE SLIDE THE PLATE OVER TO TRANSFER THE LOAD TO THE GROUT.

ELECTRICAL PLANS:

1. NOTE ON PLANS: ELECTRICAL WORK SHALL COMPLY WITH CHAPTERS 33 - 42, 2000 IRC.


IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT YOUR ASSIGNED PLANS EXAMINER:
DAVE WITT @ 791-5550 EXT. 1110
03/11/2004 Joseph Linville NPPO REVIEW Approved
03/11/2004 MICHAEL ST. PAUL ZONING REVIEW Approved

Final Status

Task End Date Reviewer's Name Type of Review Description
03/17/2004 LISA LESNY OUT TO CUSTOMER Completed
03/11/2004 ANGIE SHOFFSTALL REJECT SHELF Completed