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Permit Review Detail

Permit Number: T04CM01105
Parcel: 120076980

Address:
507 W LINCOLN ST

Review Status: Completed

Review Details: RESIDENTIAL BLDG/WWM

Permit Number - T04CM01105
Review Name: RESIDENTIAL BLDG/WWM
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
04/14/2004 MELISSA POULIN WWM REVIEW Denied Need to see 8th floor WWM for location/method of connection to public sewer.
04/19/2004 Christy Foreman BUILDING-RESIDENTIAL REVIEW Denied PLAN REVIEW COMMENTS PROJECT #T04CM01105
04/19/04 507 W. LINCOLN ST


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 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. Note that the current residential building code adopted by the City of Tucson is the 2000 IRC. All references to the building code are 2000 IRC unless noted otherwise.
2. All plans shall be legible and a scale no smaller than ¼ inch = 1-foot shall be used for all floor plans, framing plans and elevations. Details and cross sections shall be a minimum 3/8 inch = 1-foot scale.
3. 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.
4. 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.
5. List the square footage for all the following areas separately on the drawings:
- Livable area
- garage
- porch / patio covers
- decks
6. All engineers and architects involved in the design of the structure are to seal the related sheets of plans, details and calculations in accordance with the rules of the State Board of Technical Registration.
FOUNDATION PLANS: Foundation plan does not match floor 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 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 IRC table R403.1.
3. 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).

4. Minimum footing width required for one story construction per table R403.1:
- 19" minimum for hollow concrete / masonry

5. Locate and detail all footings for the following:
- Posts @ porch
6. 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.
FLOOR PLANS:
1. Provide all window sizes and types, and designate the operable portion of windows.
2. Show compliance with R310 providing egress from bedrooms to meet the following minimum specifications.
- Maximum sill height of 44".
- Minimum net clear opening area of 5.7SF.
- Minimum net clear opening dimension of 24" height and 20" width.

3. Provide access to each separate attic and under floor space that exceeds 30SF. Designate locations on the drawings. Openings shall not be less than 22"X30" for attics, or 18"X24" for under floor space. Attic access shall provide a minimum of 30" of headroom, and shall be located in a hallway or readily accessible space per R807.
4. 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.
5. Note and specify that shower enclosures shall have a minimum finished interior area of 1,024 square inches and shall be capable of encompassing a minimum 30" circle per UPC SEC. 410.0. All glass enclosures shall be tempered.
6. Show that each water closet is located in a clear space not less than 30" wide and has a clear space in front not less than 21" per R307.2 (figure).
STRUCTURAL PLANS:
1. Provide complete roof and floor framing plans. Show size, spacing and span of all framing members, rafter spacing @ porch, and lintels.
2. Specify lumber grade and species. Specify manufactured and series on glue-lams and "I" joists.
3. Provide manufacturer's calculations and data for pre-fabricated trusses and glue-lam beams. Truss calculations must be signed, dated and wet-sealed by an engineer who is registered in Arizona. Truss calculations shall be cross-referenced to toe floor plans. The engineer of record shall review and "SHOP DRAWING" stamp approval on truss calculations.
Or specify deferred submittal.
4. Detail gable end bracing connections.
5. Specify and detail all over-framing. If solid sheathing is used on the lower trusses, provide minimum openings of 22" by 30" for access and ventilation into over-framed areas (>30 S.F.). If solid sheathing is not used on lower trusses, provide details for bracing of top chord of lower trusses.
6. Completely detail all connections and cross-reverence to the foundation and framing plans: Framing & detail documents unreadable - xerox copy is too lite.
- Beam to post
- Post to slab
- Ledger @ porch framing specify connectors
- Joist to ledger
- Hanger types

7. Note and detail tie straps, framing anchors and joist hangers by type, size and required attachment to framing members.
ELEVATIONS:
1. Show calculation of attic ventilation area in compliance with R806.2. Note location of all vents needed to comply.

SECTIONS - DETAILS - MISC. NOTES:
1. Wood sill plates shall be foundation grade redwood or pressure-treated wood per R324.
2. 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.
PLUMBING PLANS:
1. Gas: Provide the length of line to each appliance, and total developed length from meter to the most remote appliance on the system per UPC 1217.2.
2. Water line: Provide the total fixture unit demand and maximum developed length.
3. Note on plan compliance with the water conservation requirements. Water closets, 1.6 gallons per flush, sinks and shower heads, 3 gallons per minute.
4. 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.
5. 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.
6. The City of Tucson has adopted the 1994 Uniform Plumbing Code with state amendments (ARIZONA STATE PLUMBING CODE). All plans must reference this code.
ELECTRICAL PLANS:
1. Designate the location and circuit of all required light fixtures, receptacles, and switches.
2. Receptacle outlets shall be provided at each kitchen counter space wider than 12", and shall be installed so that no point along the wall line is more than 24" from a receptacle outlet, per E3801.4.1.
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.
4. Note that two or more 2O AMP small appliance circuits shall be provided to serve all receptacles outlets in the kitchen, breakfast room and dining room. Such circuits shall have on other outlets, per E3603.2 and E3801.3-4.5.
5. Show locations of smoke detectors per R317. Note that all smoke detectors must be interconnected with a power source from the building wiring, and shall be equipped with battery backup. When ceiling finish materials are removed in existing construction, existing bedrooms shall be in compliance. When ceiling finish materials are not removed, existing bedrooms shall be equipped with battery operated smoke detectors per R317.1.1. Smoke detector in existing bedroom and hallway / immediate vicinity of the bedrooms.
MODEL ENERGY CODE:
NOTE: If addition is < 20% of total square footage of dwelling, you are not required to meet MEC requirements.
1. Provide energy calculations per the 1998 IECC, or 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 Christy Foreman at 791-5550, extension 1113.

NOTE: As of 2-02-01 the City of Tucson has adopted the 2000 IRC with the exception of the plumbing portion which has been replaced with the Arizona state plumbing code. All model plans shall reference these codes.

Final Status

Task End Date Reviewer's Name Type of Review Description
04/26/2004 TAMI ACHONG OUT TO CUSTOMER Completed
04/21/2004 SUE REEVES REJECT SHELF Completed