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Permit Review Detail

Permit Number: T03CM04853
Parcel: 122020290

Review Status: Completed

Review Details: RESUBMITTAL

Permit Number - T03CM04853
Review Name: RESUBMITTAL
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
12/15/2003 DAVE WITT BUILDING-RESIDENTIAL REVIEW Denied PLAN CHECK COMMENTS - PROJECT #T03CM04853 2nd REVIEW

12/15/03 2315 N. MADELYN CIR.

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. PROVIDE A SITE PLAN INDICATING THE LOCATION OF ALL STRUCTURES ON YOUR PROPERTY.

2. PROVIDE DIMENSIONS FROM ALL STRUCTURES TO PROPERTY LINES, AND SHOW DISTANCES BETWEEN ALL
STRUCTURES.

3. INDICATE DIMENSIONS OF ALL PROPERTY LINES AND EASEMENTS.

4. SHOW ALL DRIVEWAYS, SIDEWALKS, STEPS AND FENCES.

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

3. 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.
- STEMWALL - ONE (1) #4 REBAR IN THE BOTTOM OF THE FOOTING AND ONE (1) #4 REBAR IN THE TOP OF THE
STEM ON BRACED WALLS PER R602.10.6
- STEMWALL (WITH UNBALANCED FILL) - PER TABLE R404.1.1 (1-4)

4. FOOTING WIDTHS FOR ONE-STORY, PER TABLE R403.1:

- 16" MINIMUM; WOOD FRAME
- 19" MINIMUM; HOLLOW CONCRETE/MASONRY
- 22" MINIMUM; SOLID FULLY GROUTED/MASONRY

5. LOCATE AND DETAIL ALL FOOTINGS FOR THE FOLLOWING:

- INTERIOR BEARING WALLS
- POSTS
- COLUMNS

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

8. LOCATE AND SPECIFY ALL ANCHOR BOLT SPACING AND POST ANCHORS ON THE FOUNDATION PLAN.

9. ALL FOUNDATION HOLD-DOWNS AND ANCHOR BOLT SPACING FOR SHEAR WALLS SHALL BE SPECIFIED AND
LOCATED. SEE R602.10

FLOOR PLANS:

1. LABEL ALL ROOMS AND SPACES. SHOW ALL DOORS. SHOW ENTIRE FLOOR PLAN.

2. PROVIDE ALL WINDOW SIZE AND TYPE, AND DESIGNATE THE OPERABLE PORTION OF THE WINDOW AT THE WET BAR WALL.

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. PROVIDE NAILING SCHEDULE. SEE R602.10

5. IDENTIFY CEILING HEIGHTS IN ALL AREAS ON FLOOR PLAN. IF SLOPED CEILING, NOTE AVERAGE HEIGHT.

STRUCTURAL PLANS:

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

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

3. SPECIFY LUMBER GRADE AND SPECIES. SPECIFY MANUFACTURER AND SERIES ON GLULAMS AND "I" JOISTS.

4. SPECIFY THE HEADERS.

5. COMPLETELY DETAIL ALL CONNECTIONS AND CROSS-REFERENCE TO THE FOUNDATION AND FRAMING
PLANS:
- RAFTER TO TOP PLATE
- BEAM TO POST
- POST TO SLAB
- SILL TO SLAB, ANCHOR BOLT SIZES AND SPACING, POST TO SILL PLATE
- RAFTER TO BEAM
- JOIST TO LEDGER
- HANGER TYPES
- STRAPS
- HOLD DOWN LOCATIONS AND TYPE
- NAILING
- CONTINUOUS LOAD PATH FOR SHEAR TRANSFER

6. NOTE AND DETAIL TIE STRAPS FRAMING ANCHORS AND JOIST HANGERS BY TYPE, SIZE AND REQUIRED
ATTACHMENT TO FRAMING MEMBERS.

7. DETAIL ALL SHEAR CONNECTIONS FROM THE FOUNDATION TO THE ROOF PLYWOOD.

8. 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".

9. SPECIFY WEIGHT OF ROOF SYSTEM ITEMS (IE WEIGHT OF SELECTED TILE). PROVIDE ICBO EVALUATION
REPORT NUMBER AND MANUFACTURER OF ALL CONCRETE OR CLAY-TYPE ROOFING.


ELEVATIONS:

1. PROVIDE COMPLETE DRAWINGS OF ALL ELEVATIONS. INCLUDE PATIO COVERS, DECKS, FIREPLACES AND
BAY WINDOWS. SHOW BUILDING HEIGHTS.

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

3. NOTE AND SPECIFY A COMPLETE ROOFING SYSTEM.


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

5. NOTE AND SIZE ALL ROOF DRAINS OR SCUPPERS ON FLAT-ROOFED AREAS PER R903.4.

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

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

8. FOR THINCOAT STUCCO SYSTEMS OVER FOAM BOARD, NOTE AND SPECIFY THE ICBO EVALUATION REPORT
NUMBER, SYSTEM NAME AND MANUFACTURER, NOTE AND SPECIFY THE VAPOR BARRIER.

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

SECTIONS - DETAILS - MISC. NOTES:

1. PROVIDE A BUILDING CROSS-SECTION. MORE THAN ONE MAY BE REQUIRED TO CLEARLY ILLUSTRATE HOW
THE STRUCTURE IS BUILT.

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

4. NOTE AND SPECIFY THE SIZE, SPACING AND LENGTH OF ANCHOR BOLTS FOR SILL PLATES, TOP PLATES AND
LEDGERS.

5. NOTE AND SPECIFY ALL LEDGERS AND CONNECTIONS TO WOOD, FRAME OR MASONRY.

6. DETAIL AND NOTE ALL REINFORCEMENTOF PROPOSED MASONRY WALL PER R606.11.2.2.3.

7. MASONRY WALLS SHALL BE ANCHORED TO FLOORS AND ROOFS WHICH PROVIDE LATERAL SUPPORT FOR
THE WALL. DETAIL A POSITIVE DIRECT CONNECTION CAPABLE OF RESISTING THE HORIZONTAL FORCES.
SEE R606.11.2.2.1.

8. CROSS-SECTIONS SHALL BE CROSS-REFERENCED TO THE FLOOR PLAN AND FRAMING PLANS.




PLUMBING PLANS:

1. THE TOTAL WATER UNITS APPEAR TO BE INACURATE FOR THE EXISTING STRUCTURE. PLEASE CHECK THE F.U. TIMES THE FIXTURE COUNT.

2.U.P.C. TABLE 7-5 LISTS 1 1/2" AS INADEQUATE FOR 2 DRAINAGE UNITS FOR THE SINK DRAIN.

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

4. PROVIDE PRESSURE AND TEMPERATURE RELIEF VALVE AT WATER HEATER.

MECHANICAL PLANS:

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

2. PROVIDE THE OUTPUT RATE OF THE FURNACE.

3. SIZE THE RETURN AIR. SEE M1602.

4. SIZE THE SUPPLY DUCTS. SEE M1603.

ELECTRICAL PLANS:

1. PROVIDE AN EXTERIOR OUTLET AT GRADE LEVEL LOCATED AT BOTH THE FRONT AND BACK OF THE
DWELLING, PER E3801.7. THESE OUTLETS SHALL BE GFI PROTECTED PER E3802.3.

2. PROVIDE THE EXISTING ELECTRICAL LAY OUT FOR THE OFFICE.

3. PROVIDE THE ELECTRICAL LOAD CALCULATIONS FOR THE EXISTING AND PROPOSED. SPECIFY THE AMPACITY OF BOTH THE EXISTING SERVICE AND THE PROPOSED SUB PANEL.

4. PLEASE NOTE THE EXISTING DWELLING IS TO BE EQUIPPED WITH SMOKE DETECTORS. SEE R317.1.1 .


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

Final Status

Task End Date Reviewer's Name Type of Review Description
12/18/2003 TAMI ACHONG OUT TO CUSTOMER Completed