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 Review Detail

Permit Number: T04CM02918
Parcel: 11449037F

Review Status: Completed

Review Details: RESUBMITTAL

Permit Number - T04CM02918
Review Name: RESUBMITTAL
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
11/02/2004 Andrew Connor NPPO REVIEW Passed
11/17/2004 TERRY STEVENS BUILDING-RESIDENTIAL REVIEW Denied PLAN REVIEW COMMENTS for Activity # T04CM02918 11/16/04
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. All code references are to the 2003 International Residential Code, 2000 International Energy Conservation Code, and Arizona 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. Pen or pencil corrections on final prints will not be acceptable. To avoid delays, ensure that all corrections have been made, are complete, and have been coordinated on all applicable detail and note sheets.

FOUNDATION PLANS:

1. Note and detail minimum reinforcing, or provide code justification for alternate.
For stem-wall - one (1) #4 re-bar in the top of the stem.
2. Detail all footings for the following:
posts------interior footing post
3. All foundation hold-downs and anchor-bolt spacing for brace walls shall be specified and located on foundation plan. HD2A, 5A, 6A with KB10 or 11 will not work with floor framing on stem wall. Provide detail of installation of an approved hold down application. Note: PAHD and HPAHD type hold downs are not rated for a CMU stem wall.
4. Clearly indicate required crawl space ventilation. Vent sizes, locations, and calcs.

STRUCTURAL PLANS:

1. Shear walls on second floor are shown as double sided shearwall with 2x 6 framing. Detail clearly how this will be done. These walls are trusses or ends of trusses.
2. Shear wall at second floor over master bathroom calls for hold down "E". What is hold down attaching to? It appears to be an interior infill wall below. Clarify
3. Indicate size of second floor beam and connections at 2x12 framing.
4. The engineer of record shall review and "SHOP DRAWING" stamp approval on truss calculations.
5. Completely detail all connections and cross-reference to the foundation and framing plans:
Trusses to top plate, beam, etc. floor joists to sill plate---------h2.5's missing
Ledgers to framing at deck-----ledger missing------see TJI mfg. specs for ledger at deck
Joist to ledger----hanger types missing at second floor 2x12 framing
Hanger types------beam to girder truss, girder truss to girder truss, etc.
Rim joist missing details 18/s9 and 16/s9
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. On the floor framing plan under 4 ply girder truss built up post will require 4-2x6's not 3 as indicated.
8. Detail all brace wall connections from the foundation to the roof plywood.

SECTIONS - DETAILS - MISC. NOTES:

1. Provide a building cross-section parallel to roof and 2nd floor framing to show bearing conditions


ELECTRICAL PLANS:

1. Metallic gas lines must be bonded and shall not be used as grounding method.
2. 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 E3603.4.--------cannot be with outside recepts
3. All receptacle outlets in bathrooms, kitchens, unfinished basements, garages or carports, at grade level and within 6' of a wet bar or kitchen sink shall have ground fault circuit interrupting protection. Note on the drawings at each outlet requiring such protection, per E3802.-----------AFI recepts are required in all bedrooms-------GFCI are required as listed above.
4. Show locations of smoke detectors per R313.---------Required a the bottom of the staircase. Note that all smoke detectors must be interconnected with a power source from the building wiring, and shall be equipped with battery backup.

MODEL ENERGY CODE:

1. Provide energy calculations per the 1998 IECC and comply with IRC chapter 11.
2. Call out on the plan the "R" values of insulation, as well as the "U" values of the windows and doors in compliance with the energy calculations provided.

If you have any questions, please contact your assigned plans examiner Terry Stevens at 791-5550, extension 1112.
11/18/2004 PAUL MACHADO ENGINEERING REVIEW Approved
11/18/2004 MICHAEL ST. PAUL ZONING REVIEW Approved

Final Status

Task End Date Reviewer's Name Type of Review Description
11/23/2004 BETH GRANT OUT TO CUSTOMER Completed
11/23/2004 ANGIE SHOFFSTALL REJECT SHELF Completed