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Permit Number: T04CM00820
Parcel: 116026970

Review Status: Completed

Review Details: RESIDENTIAL BLDG-MODEL PLAN/ENGINE/WALK THRU

Permit Number - T04CM00820
Review Name: RESIDENTIAL BLDG-MODEL PLAN/ENGINE/WALK THRU
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
02/24/2004 DAN CASTRO ZONING REVIEW Approved
02/24/2004 DAN CASTRO NPPO REVIEW Passed
02/24/2004 JIM TATE ENGINEERING REVIEW Approved
03/04/2004 DAVE WITT BUILDING-RESIDENTIAL REVIEW Approved PLAN CHECK COMMENTS - PROJECT #T04CM00820

3/4/04 1314 N. AMBERBROOKE AVE.

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 WATER 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. 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.

3. A LANDING IS REQUIRED OUTSIDE THE 3068.

4. FOUNDATION PLAN NOTE 1 ; THE NOTE REFERS TO DETAIL 1 ON SHEET 3; SHOULD THIS BE SHEET 2?

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

FLOOR PLANS:

1. PLEASE DIMENSION THE FIREPLACE'S HEARTH. SEE R1003.10 .

2. LOCATE AND IDENTIFY SHEAR WALL TYPES AND LOCATIONS. SOME SHEAR WALLS (BRACED WALL PANELS) ARE MISSING. PROVIDE NAILING SCHEDULE. SEE R602.10.6 .


STRUCTURAL PLANS:

1. SPECIFY LUMBER GRADE AND SPECIES.

ELEVATIONS:

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

2. NOTE AND DIMENSION THAT THE FIREPLACE CHIMNEY MUST TERMINATE A MINIMUM OF 2' ABOVE ANY
POINT OF ROOF WITHIN 10' MEASURED HORIZONTALLY AND NOT LESS THAN 3' ABOVE THE POINT WHERE
THE CHIMNEY PASSES THROUGH THE ROOF, PER R1001.6

3. NOTE GLASS IN HAZARDOUS AREAS SHALL BE SAFETY GLASS PER R308.4. ( GLASS WITHIN 2' OF DOORS )

SECTIONS - DETAILS - MISC. NOTES:

1. SECTION A, NOTE 7 ; THE JOIST HANGER APPEARS TO BE NOT APPROPRIATE FOR THE CEILING JOIST. ALSO, 2 X 4'S WILL HAVE TO BE ON 12" CENTERS. 2 X 6's CAN BE ON 24" CENTERS OR 16" TO LINE UP WITH THE RAFTERS.

2. SECTION A ; PROVIDE ROOF TO WALL CONNECTIONS.

3. HOW IS THE "NEW FAMILY ROOM" ROOF FRAMED? WILL IT CARRY THE ADDED INSULATION AND DRYWALL, AN ADDED 5 P.S.F.

4. SECTION B, NOTE 3 ; PLEASE PROVIDE THE PITCH OF THE ROOF. 2:12 IS THE MINIMUM SLOPE PERMITTED FOR ASPHALT SHINGLES. SEE R905.2 .

5. 5 / 2 ; DESCRIBE THE BOTTOM PLATE AND THE ANCHOR BOLTS, OR USE 1 /2 TO DESCRIBE THEM.

PLUMBING PLANS:

1. 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

OR

RUN THE GAS LINE BACK TO THE GAS METER.
LOG LIGHTERS FOR FIRE PLACES ARE CALCULATED AT 35,000 BTUH UNLESS SPECIFIED OTHERWISE, AND THE SIZE CAN BE TAKEN FROM U.P.C. TABLE 12-3 IF IT DOESN'T INCLUDE OTHER GAS APPLIANCES IN THE GAS LINE.

MECHANICAL PLANS:

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

2. NO EQUIPMENT IS SPEC'D. SO THE SYSTEM APPEARS TO BE DUCTS TAPPING INTO THE EXISTING DUCTWORK..?

ELECTRICAL PLANS:

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

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








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:
DAVE WITT @ 791-5550 EXT. 1110