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Permit Number: T06CM03924
Parcel: 118060550

Review Status: Completed

Review Details: RESIDENTIAL BLDG/WWM

Permit Number - T06CM03924
Review Name: RESIDENTIAL BLDG/WWM
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
07/26/2006 GERRY KOZIOL WWM REVIEW Approved
08/11/2006 MADARA ENGINEERING 2ND PARTY REVIEW REVIEW Denied MADARA Engineering, Inc.
4545 E. Shea Blvd. Suite 207, Phoenix, AZ 85028, phone (602) 493-1963, fax (602) 493-1967

Date: August 10, 2006

To: Adrian Rascon
1201 S. San Jose Dr.
Tucson, AZ 85713

Project name: 2102 S. San Jose Dr.
Permit #: TO6-CM03924
Structure: 2 story SFR
Occupancy: R-3/U
Occupant load: II
Construction Type: V-B
Area S.F.: 2781 Project number: 18-6022-01


The first submittal plans for the above referenced project are in the process of Architectural, Structural, Plumbing, Mechanical and Electrical plan review for compliance with the City of Tucson ordinances and applicable codes. Corrections required are noted below. All corrections must be made to the original drawings and new complete and revised sets resubmitted along with a written response to each of the items listed below to facilitate a shorter back-check time.

The scope of this review covers Architectural, Structural, Plumbing, Mechanical and Electrical review. These disciplines were checked only to the extent allowed by the documents provided. All portions of this project are assumed to meet or will meet other departmental requirements, conditions and concerns before permit approval.

ARCHITECTURAL COMMENTS:
At Master Bath show that shower enclosures shall have a minimum finished interior of 30 inches each way per IRC Figure 307.2. All glass shower enclosures shall be tempered. Ref. IRC Section 308.4.
Provide the following note: A separate insulation inspection prior to drywall or an insulation certificate will be required at time of final. Ref. IRC Section N1101.3.1.
Opening between the garage and residence shall be equipped with solid wood doors not less than 1 3/8 inch thick, or shall be 20-minute fire0rated doors and shall be maintained self-closing and self-latching. Amendment to IRC Section R309.1.
The garage shall be separated from the residence and its attic area by not less than ½" gypsum board applied to the garage side. Garages beneath habitable rooms shall be separated from all habitable rooms above by not less than 5/8-inch Type X gypsum board or equivalent. Where the separation is a floor-ceiling assembly, the structure supporting the separation shall also be protected by not less than ½" gypsum board or equivalent. In buildings protected by an automatic fire sprinkler system, including the private garage, the separation shall be permitted to be limited to a minimum ½" gypsum board applied to garage side. Amendment to IRC Section R309.2 and Table R702.3.5.
Show the stair handrail. Note that it is to be 1¼" and 2" in diameter and between 34" and 38" above nosing of the tread. Ref. IRC Section R311.5.6. Return ends of handrail to wall.
The minimum headroom in all parts of the stairway shall not be less than 6 feet 8 inches measured vertically from the slope plane adjoining the tread nosing or from the floor surface of the landing or platform. Ref. IRC Section R311.5.2.
Provide complete dimensioning and detailing of spiral stair for risers, treads, handrails, guardrails, landings.
The minimum height of guards shall be not less than 34". Openings in guards shall have intermediate rails or ornamental closures that do not allow passage of a sphere 4" in diameter. Ref. IRC Section R312.2. Clarify 2nd floor deck and any open sides of stairs.
Show wall under stair in Living Room near 5’ opening into Dining Room.
Coordinate window sizes between floor plan and elevation for Bath #2.
For stucco systems over wood-frame construction with a slab-on-grade, provide a detail showing the required separation between the weep screed and the surface below (min. 4" above the earth and min. 2" above paved areas). Ref. IRC Section R703.2.1.
Detail, note and size all roof drains, scuppers. Ref. IRC Section R903.4.
Provide attic ventilation calculations for all concealed attic spaces; include required and provided net free ventilation area. Also, indicate the type and location of attic ventilation. Provide the following note, if applicable: “Where eave or cornice vents are installed insulation shall not block the free flow of air. A minimum of 1 inch space shall be provided between the insulation and roof sheathing at the location of the vent” (non-vented roof design may be used with a registrant’s seal or meeting the TEP guidelines as agreed by the Greater Tucson Jurisdictions). Ref. IRC Section R806.
Indicate finish materials for walk deck. Provide ICC Elevation Report number.
Note and specify termite protection. Ref. IRC Section R320.1.
Note and specify surface drainage. Ref. IRC Section R401.3.
Show location of floor draftstop, specify draftstop material and denote to seal all penetrations. Ref. IRC R 502.12.

STRUCTURAL COMMENTS
Sheet A-1
Coordinate with Foundation plan and address braced panels location from second story to roof as not shown and not all the panels from foundation continue for two levels. Ref. IBC 1604.4.

Sheet S-1
Callout A at interior footings is incorrect. Please provide correct detail.
Recheck location of braced panels and braced wall line in transverse direction at front entry as to satisfy: IRC R 602.10.1, braced wall panels to begin no more than 12.5 feet from each end of braced wall line and IRC R604.10.1.1 for spacing where wall lines shall not exceed 35 feet. See redlined marks on plan and update.
Coordinate with comment #2 on Sheet S-2 to provide spread footing below joint load from correct roof and floor levels above.

Sheet S-2
Provide information on plan to call Dead and Live design load criteria at roof, floor and deck levels.
Floor framing plan above garage shows two columns at each end of 6x16 beam which supports upper level. Clarify why two columns instead of one shall be provided and recheck location of spread footings on Foundation plan as to appear exactly at point load. Currently it seems to be few feet away from the point of actual concentrated load.
Detail connection of roof trusses above garage to 6x16 GLB.
Recheck size of 6x16 GLB as glu-lam beams do not have exact size. Verify and revise.
Clarify how load path from spiral stair at front to floor deck is utilized as currently plan shows distance between the stair and deck. Ref. IBC 1604.4.
Clarify framing of horizontal and vertical supports of interior stairs, not addressed at this time. Recheck load path orientation, stair landing support, stair support at floor level.
Recheck floor beams addressed in Header schedule on Sheet S-4. Independent check shows that beams at rear elevation on the back of Kitchen and Dining room are overstressed on bending. Beams between Living and Dining or between Kitchen and Laundry are also overstressed on bending.
Specify size of beam above garage as missing.

Sheet S-4
See comment 6 on Sheet S-2 and complete stair framing.
Clarify nailing at ledger sphere roof deck joists are attached to exterior wall.

PLUMBING COMMENTS:
Note that drainage piping serving fixtures which have floor level rims located below the elevation of the next upstream manhole cover of the public sewer shall be protected from backflow of sewage by a backwater valve. Ref. IRC Section P3008.
Show waste and vent information for washer receptor and show vents sizes/rotes for Bathroom 1.
Show cleanouts on horizontal branch lines exceeding 5’ and all lines serving sinks. Ref. UPC 707.
Indicate size and show route of vent for Master Tub/Shower.

MECHANICAL COMMENTS:
Indicate “R” value of supply and return air ducts. Ref. IRC N 1103.3.
Specify size/route of range hood exhaust duct.
Indicate duct materials at return air to Garage HVAC or separate HVAC closet from Garage with fire separation.
Show condensate line and secondary condensate line. Ref. IRC Section M1411.3 and M1411.3.1.

ELECTRICAL COMMENTS:
Provide an approved grounding electrode system for the 200-amp service shown on Sheet E-1. Ref. IRC Section E3508.
Receptacle outlets for ranges and clothes dryers shall be a 3-pole with ground type. Four-wire, grounding type flexible cords will be required for connection of ranges and clothes dryers. The bonding jumper shall not be connected between the neutral terminal and the frame of the appliance. Ref, IRC Section E3808.
Revise panel schedule so that it is indicating all branch circuits installed in dwelling unit bedrooms shall be protected by an arc-fault circuit interrupter(s). Ref. NEC Article 210-12(b), IRC Section E3802.11.
Receptacles shall be installed so that no point along the floor line in any wall space is more than 6 feet, measured horizontally, from an outlet in that space, including any wall space 2 feet or more in width. Ref. IRC Section E3801.2.1.
In Kitchen and Dining Rooms, at least one receptacle outlet shall be installed at each island or peninsular counter space with a long dimension of 24 inches or greater and a short dimension of 12 inches. Ref. IRC Sections E3801.4.2 and E3801.4.3.
In Kitchen and Dining Rooms, a receptacle outlet shall be installed at each wall counter space 12 inches or wider so that no point along the wall is more than 24 inches from a receptacle outlet and shall be GFCI protected. Ref. IRC Section E3801.4.1.
Surface mounted incandescent light fixtures in clothes closets shall maintain 12 inches between the fixture and the nearest point of storage. Ref. IRC Section E3903.11. Revise Sheet E-1 to comply or delete or use alternate fixture type.
Revise load calculations on Sheet E-1 to include the Kitchen Range.
Revise size of conductors in panel schedule at water heater for correctness.
Delete MBath from panel directory circuit 6.
Should you have any inquires regarding this letter, please do not hesitate to contact the Plan reviewer at (602) 493-1963.
MADARA Engineering for the CITY OF TUCSON
By:
Michael Hundley
Vice-President

Final Status

Task End Date Reviewer's Name Type of Review Description
08/14/2006 JMORALE1 OUT TO CUSTOMER Completed
08/14/2006 SUE REEVES REJECT SHELF Completed