Microfiche records prior to 2006 have not been completely digitized and may not be available yet on PRO. If you cannot find what you are looking for please submit a records request.

Permit Number: T01CM05401
Parcel: 114517030

Review Status: Completed

Review Details: RESIDENTIAL BLDG/ZONING/FLOOD/WWM

Permit Number - T01CM05401
Review Name: RESIDENTIAL BLDG/ZONING/FLOOD/WWM
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
10/30/2001 PETER MCLAUGHLIN ZONING REVIEW Approved
10/30/2001 DWILLIAM NPPO REVIEW Passed
10/30/2001 DOUG WILLIAMS FLOODPLAIN REVIEW Approved
11/16/2001 REYES ARVAYO BUILDING-RESIDENTIAL REVIEW Denied 2000 IRC RESIDENTIAL CHECKLIST
Date: 11- 15-01
Re: Project No. T01CM05401

Plan review for the above referenced structure has been completed. This letter reflects comments to be addressed.

SCOPE OF REVIEW:

The scope of this review covers Architectural, Structural, Plumbing, Mechanical, Model Energy and Electrical codes. All code references are to the 2000 IRC. 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 PLAN:

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 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 soils report recommendations.

FLOOR PLAN:

1. Comply with R309.2. Provide ½"gypsum board on all walls common to the garage and house. Where the 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 the house and the garage shall be minimum 1-3/8" solid core, per R309.1.

2. Note that bath tub 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.

3. Detail and specify stair rise and run (Minimum 10" tread depth and 7-3/4" maximum riser height per R314), landing width (per R312), handrail heights (per R315), guardrail height (per R316), and intermediate rail spacing (per R316).

4. The greatest rise height or tread within any flight of stairs shall not exceed the smallest by more than 3/8"

5. Windows within 24" of a door and in bathroom must be safety glass.

6. Locate and identify shear wall types and locations-bay window and second floor over garage.

7. 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 for floor dead load and live load, roof dead load and live load.

2. Completely detail all connections and cross-reference to the foundation and framing plans:
- Anchoring shear panel 2nd floor
- Beam to post
- Post to slab
- Joist to ledger
- Hanger types
- Hold down locations and type
- Nailing
- Continuous load path for shear transfer

3. Note and detail tie straps, framing anchors and joist hangers by type, size and required attachment to framing members.


4. 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

5. Key roof plan -floor framing plan - referance to details.

6. Tapered 2x12-and 2x10 submit stamped structural calc's or change to full bearing

ELEVATIONS:

1. Note and size all roof drains or scuppers on flat-roofed areas per R903.4 and IPC.

2. Note and dimension that the fireplace chimney must terminate a minimum of 2' above any point of a 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.

PLUMBING PLANS:

1. Note on plans: Plumbing shall comply with Chapters 24 through 30..

2. Gas: Provide the length of line to each appliance, BTU demand of each appliance, size of each branch, total demand and size of the meter. See G2412 and Tables G2412.3(1) through G2412.3(6). Total developed length

3. Water Lines: Provide total fixture demand and maximum developed length per P2903, Tables P2903.6 and P2903.7.

4. Specify compliance with water conservation: water closets 1.6 gallons per flush, sinks and shower heads 3 gallons per minute , per ARS.

MECHANICAL PLANS:

1. Note on plans: Mechanical shall comply with Chapters 12 through 24, 2000 IRC.

2. Gas appliances shall comply with Chapter 17 combustion air requirements. Min. 100 sq. inches ea.

ELECTRICAL PLANS:

1. Note on plans: Electrical work shall comply with Chapters 33 through 42, 2000 IRC.

2. A receptacle outlet shall be provided adjacent to the each basin in each bathroom, per E3801.6. Bathroom outlets shall be on a separate 20-amp circuit with no other outlets, per E3603.4..

3. Where ceiling fans are shown on the plans, provide a note indicating that only approved outlet boxes shall be used, per E3805.

4. Note that light fixtures in clothes closets shall be installed in accordance with E3903.11..

5. Add the following note: "All dwellings for which permits are issued after January 1, 2002 shall be provided with ARC-fault circuit interrupter protection per NEC Article 210-12."


REVIEWED BY REYES ARVAYO 791-5550 EXT. 113
11/23/2001 GERRY KOZIOL WWM REVIEW Approved

Final Status

Task End Date Reviewer's Name Type of Review Description
12/04/2001 TAMI ACHONG OUT TO CUSTOMER Completed