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Permit Review Detail

Permit Number: T04CM02076
Parcel: 125074580

Address:
2709 E 8TH ST

Review Status: Completed

Review Details: RESIDENTIAL BLDG/WWM

Permit Number - T04CM02076
Review Name: RESIDENTIAL BLDG/WWM
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
07/15/2004 Terry Stevens BUILDING-RESIDENTIAL REVIEW Denied Plan Check Comments - Project T04CM00762

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.

General Requirements

1. All corrections and revisions shall be made on the original tracings and two new sets of prints or (1) sepia and (1) blue line shall be returned.
2. Pen or pencil corrections on final prints will not be acceptable. To avoid delays ensure that corrections have been made, are complete and have been coordinated on all-applicable details and notes.
3. Resubmit only the pertinent plans. Two different sets of plans are confusing. As well, choose which roof framing and floor plan will be used. Cross out plans that do not apply. Comments may be altered by choice.

Site Plan

1. Show location of new electric on property as well as the location of water lines and water meter.

Foundation Plan.

1. Provide a foundation plan.
2. 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.
3. Dimension the wall thickness, footing width thickness and depth into undisturbed soil for each footing type and condition per IRC table R403.1.
4. Note and detail minimum reinforcing, or provide code justification for alternate. For monolithic - one (1) #5 or two (2) #4 re-bars in the middle of the footing. For stem-wall - one (1) #4 re-bar in the bottom of the footing and one (1) #4 re-bar in the top of the stem. For braced walls, per IRC section R602.10.6. For tem-wall with unbalanced fill - use table R404.1.1 (1-4).

5. Footing widths for one story, per table R403.1 - 16" minimum for wood frame, 19" minimum for hollow concrete / masonry, 22" minimum for solid fully grouted masonry.
6. Locate and detail all footings for the following:
- turndowns
- interior bearing walls
- posts
- columns
- sunken or raised areas
7. All slabs and pads, including landings at all doors, shall be shown and their thickness specified.
8. Indicate the slope for exterior slabs, per R312.
9. All exterior doors require a landing or floor at the exterior. Landings must be at least as wide as the doors they serve and 36" in the direction of travel per R312.
10. Locate and specify all anchor-bolt spacing on the foundation plan. Minimum ½" diameter with 7" embedment into concrete or masonry. Maximum spacing 6' O.C. and within 12" of each end of sill plate per R403.1.6.
11. Locate and specify all post anchors on the foundation plan.
12. All foundation hold-downs and anchor-bolt spacing for brace walls shall be specified and located.

Floor Plan

1. Label all existing rooms.
2. Note that shower enclosure shall be finished with ceramic tile or a listed enclosure to a height of 72" above the drain per R702.4 and R307.2.
3. Note and specify that shower enclosures shall have a minimum finished interior of 1024 square inches and shall be capable of encompassing a minimum 30" circle per UPC sec 410.
4. Locate and identify all shear wall types and locations. Holdowns will be required on south bedroom wall at west corner. This location is less than 4' wide so an alternate braced wall is required.
5. Tempered glass is required in the north window if sill height is less than 60" above drain. Make note in either case. Also required on windows beside exterior door to gallery.

Structural Plan

1. Cross-section C - stem-wall and wall interface is not allowed. Full width stem-wall is required to support the 2x6 construction as well as maintaining 6" from plate to finish grade.
2. Pot shelf conflicts with column for beam. Rectify.
3. Re-evaluate TJI spans once foundations plan is established.
4. Use R-38 in ceiling or provide ventilation.
5. Note size of all ledgers on roof framing plan.
6. Provide ledger connections specifications to stud wall on all details
7. Specify lumber grade and species.
8. Provide scupper sizes.
9. Provide details and notes for courtyard wall
10. Detail beam pocket for glulam into existing wall.
11. Describe courtyard wall with notes and details.
12. Provide a positive connection from I-joists to Glu-Lam. Include details of I-joist to non bearing wall connection.
13. Show roof slopes with crickets and scuppers on roof framing plan.

Plumbing Plan

1. Note and specify all piping materials.
2. Provide an isometric drawing of waste lines (not required for single family residence). Show the size of waste lines, vents and required clean-outs.
3. Gas: Provide the length of line to each appliance, BTU demand of each appliance, size of each branch, total demand, and total developed length from meter to the most remote appliance on the system per UPC 1217.2.
4. Water line: Provide the total fixture unit demand and maximum developed length.
5. Note on plan compliance with the water conservation requirements. Water closets, 1.6 gallons per flush, sinks and showerheads, 3 gallons per minute.
6. Plumbing vents shall be a minimum of 10 feet away from all air intakes.
7. Provide pressure and temperature relief valve at water heater. T&P line must terminate at the exterior between 6 and 24 inches above grade and must terminate facing down.
8. Note on plans that shower and tub / shower combinations that have individual control valves shall be of the pressure balance or thermostatic mixing valve type.
9. The City of Tucson has adopted the 1994 Uniform Plumbing Code with state amendments (ARIZONA STATE PLUMBING CODE). All plans must reference this code.
Mechanical Plan

1. Note on plans: Mechanical shall comply with chapters 12-16 and 18-24 2000 IRC.
2. Water heater must comply with 1994 UPC with state amendments for combustion air requirements. Detail how.
3. Size cold air return ducts.

Electrical Plan

1. Note on Plans: Electrical work shall comply with chapters 33-42 2000 IRC.
2. Provide smoke detector in bedroom and in gallery.
3. Note that all smoke detectors must be interconnected with a power source from the building wiring, and shall be equipped with a battery backup.
4. Submit electrical riser diagram. Include ground and bond information.
5. Note if 200-amp panel is an upgrade or just a relocation.
6. Add circuit numbers to all electrical outlets in new addition.
7. Complete panel schedule noting new and existing circuits.
8. 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 E33603.4.
9. Note that light fixtures in clothes closets shall be installed in accordance with E3903.11.
10. Show exhaust fan on electrical plan with a circuit number designation.

ANY QUESTIONS CONTACT NEIL SAUNDERS @791-5550 x2208

Final Status

Task End Date Reviewer's Name Type of Review Description
07/20/2004 BETH GRANT OUT TO CUSTOMER Completed
07/20/2004 SUE REEVES REJECT SHELF Completed