Permit Review Detail
Review Status: Completed
Review Details: RESIDENTIAL BLDG/ZONING/ENGINE/WWM
Permit Number - T07CM03055
Review Name: RESIDENTIAL BLDG/ZONING/ENGINE/WWM
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 09/19/2007 | BIANCA RAMIREZ | ENGINEERING | REVIEW | Denied | DATE: September 19, 2007 SUBJECT: Residence and Studio for: William and Maria Elena Maytorena TO: Manny Delgado LOCATION: 155 S Panorama Circle, T14S R13E Sec15, Ward 1 REVIEWERS: Bianca Ramirez, CFM ACTIVITY: T07CM03055 (First Review) RESUBMITTAL REQUIRED: Site Plan SUMMARY: Engineering Division of Development Services Department has received and reviewed the proposed site plan for the above referenced property. Engineering Division does not recommend approval of the site plan at this time. The following items need to be addressed to the next submittal: Site Plan: 1. Please include a response letter to the comments along with the corrected copies of the Site Plan. 2. D.S. Sec.2-02.2.1.5: Provide bearings for lot dimensions. 3. D.S. Sec.2-02.2.1.10: Label existing sight visibility triangles. 4. D.S. Sec.2-02.2.1.11: Show all points of egress and ingress including locations and width of driveways. 5. D.S. Sec.2-02.2.1.16: Provide drainage patterns and locations of all concentration points. Indicate drainage symbol in legend to differentiate between drainage arrows and grading arrows. 6. D.S. Sec.2-02.2.1.21: Provide right of way dimensions and dimension from street center line to existing and proposed curbs, proposed sidewalks, driveways, and utility lines. 7. D.S. Sec.3-01.3.3.A: Sidewalks are required as part of new development of all properties. All new subdivisions and applications for building permits shall provide five (5) foot wide sidewalks along the entire length of street frontage, whether public or private, of the property in question. The sidewalk requirements also apply to expansions in floor area, site area, or vehicular use area of twenty- five (25) percent or more. Please five (5) foot wide sidewalk along the entire length of street frontage. 8. D.S. Sec.2-02.2.1.23: Please provide existing and proposed topographic contours at intervals not exceeding two (2) feet and/or spot elevations as pertinent and Bench Mark based on City of Tucson Datum, including City Field Book and page number. 9. D.S. Sec.2-02.2.1.27: Show all fences, walls, or vegetation for screening and sight visibility by type, material, height, location and spacing. 10. D.S. 2-02.2.1.29: Show Site Plan number T07CM03055 on all sheets. 11. D.S. Sec.11-01.8.1A: Placement of fill in excess of 2' above existing grade at any location in the outer 100' of the developing site is not allowed and/or shall meet the requirements. 12. D.S. Sec.11-01.8.2: Fill slopes shall not be constructed on natural slopes steeper than 1 unit vertical in 2 unit's horizontal (50% slope). The ground surface shall be prepared to receive fill by removing vegetation, non-complying fill, topsoil and other unsuitable materials scarifying to provide bond with the new fill and, where slopes are steeper than 1 unit vertical in 5 units horizontal (20% slope) and the height is greater than 5 feet (1524 mm), by benching into sound bedrock or other competent material as determined by the soils engineer. The bench under the toe of a fill shall be at least 10 feet (3048 mm) wide The area beyond the toe of fill is to be placed over a cut, the bench under the toe of fill shall be at least 10 feet (3048 mm) wide but the cut shall be made before placing the fill and acceptance by the soils engineer or engineering geologist or both as a suitable foundation of fill. Call out fill slopes on site. 13. D.S. Sec.11-01.9.1: Cut and fill slopes shall be set back from site boundaries. Set back dimensions shall be horizontal distances measured perpendicular to the site boundary. Indicate setback dimensions of fill material and call out slopes. 14. D.S. Sec.11-01.9.2: The top of cut slopes shall not be made nearer to a site boundary line than one fifth of the vertical height of cut with a minimum of 2 feet (610 mm) and a maximum of 10 feet (3048 mm). The setback may need to be increased for any required interceptor drains. Provide slopes from property lines. 15. D.S. Sec.11-01.9.3: The top of fill slopes shall not be made nearer to a site boundary line than one half of the height of the slope with a minimum of 2 feet (610 mm) and a maximum of 20 feet (6096 mm). Where a fill slope is to be located near the site boundary and the adjacent off-site property is developed, special precautions shall be incorporated in the work as Development Services Department deems necessary to protect the adjoining property from damage as a result of grading. The setback may need to be increased for any required interceptor drains. Provide slopes from property lines. 16. DS Sec.2-05.1.4.H.2: Review and approval from TDOT Permits and Codes for all proposed improvements including sidewalk within the public right of way will be required. A right-of-way use permit application will be required prior to construction. Contact Steve Tineo at 741-3115 for all right-of-way requirements and permit applications. 17. Please show a typical driveway or call out the percentage of slopes. Call out the grade break at the driveway, if applicable. 18. A Grading Permit and Plan will be required for this project. Submit 3 sets of grading plan with text, upon completion and submittal of a grading permit application. A grading permit may not be issued prior to site plan approval. However, site plan will not be approved prior to grading plan submittal. Subsequent comments must be addressed for site plan prior to grading permit approval. 19. Grading information, including proposed grading area, amount of grading by square feet and percentage of lot area, proposed contours, and locations of all areas of cut and fill. 20. Provide topographic information of the existing terrain, prior to any grading, grubbing, clearing, excavation, or modification, with contour intervals as specified in Development Standard 9-04.0. 21. The location, size, color and textural treatment of all retaining walls, riprapped slopes, or other constructed means of slope stabilization must be shown on one (1) of the plans submitted. If you have any questions, I can be reached at 520-837-4928 or Bianca.Ramirez@tucsonaz.gov Bianca C. Ramirez Engineering Associate City of Tucson/Development Services Department 201 N. Stone Avenue P.O. Box 27210 Tucson, Arizona 85726-7210 (520) 837-4928 office (520) 879-8010 fax |
| 09/28/2007 | GERRY KOZIOL | WWM | REVIEW | Denied | needs to review/location of connection to public sewer |
| 10/08/2007 | DAVE WITT | BUILDING-RESIDENTIAL | REVIEW | Denied | PLAN CHECK COMMENTS - PROJECT #T07CM03055 OCTOBER 17, 2007 155 S. PANORAMA CIRCLE 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 2006 IRC AND 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 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 &CROSS SECTIONS AT A MINIMUM 3/8 INCH = 1-FOOT SCALE. 2. 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. 3. PEN OR PENCIL CORRECTIONS ON FINAL PRINTS WILL NOT BE ACCEPTABLE. TO AVOID DELAYS ENSURE ALL CORRECTIONS HAVE BEEN MADE, ARE COMPLETE AND HAVE BEEN COORDINATED ON ALL APPLICABLE DETAILS AND NOTES. FLOOR PLANS: 1. WINDOWS #5 AND #6 APPEAR TO BE LESS THAN2 FEET FROM THE DOOR TO THE GREAT ROOM. PLEASE INDICATE SAFETY GLASS. SEE R308.1 2. THE WALLS AND SOFFITS OF THE ENCLOSED SPACE UNDER STAIRS SHALL BE PROTECTED ON THE ENCLOSED SIDE WITH ½" GYPSUM BOARD PER R311.2.2. 3. APPLIANCES INSTALLED IN GARAGES SHALL BE MOUNTED ON PLATFORMS AT LEAST 18" ABOVE THE FLOOR, PER M1307.3 STRUCTURAL PLANS: 1. PLEASE PROVIDE REFERENCE PLANS IN THE CALCULATIONS TO LOCATE THE SPECIFIED ITEM. 2. SEC. A-A / S4 ; WILL THE 2X4 NAILER, 1 ½" FROM THE WALL, PROVIDE ADEQUATE CONNECTION FOR THE BOTTOM CHORD OF THE TRUSS IF THE TOP CHORD IS HUNG FROM A 3X LEDGER, 2 ½" FROM THE WALL? PLEASE PROVIDE CONNECTIVE HARDWARE FOR THE BOTTOM CHORD / LEDGER. 3. 1 / S5 ; PROVIDE THE CONNECTIONS AT THE STRINGER TO THE FLOOR, STRINGER / LANDING 4. PROVIDE STAIRWAY CONNECTION DETAILS. IS THE WOOD IN CONTACT WITH CONCRETE PRESSURE TREATED? LEDGER OR HANGERS AT THE LANDING? LANDING FRAMING? 5. PLEASE CLARIFY LINTELS L-4, L-5,L-6, AND L-7 0N PAGE 14 OF CALCULATIONS. THE SPANS AND LOADS VARY. 6. PLEASE CLARIFY LINTELS L-10, L-11, AND L-12 ON PAGE 18 OF CALCULATIONS. CANTILEVER TWO SIDES? PINNED-PINNED. PLEASE CALL ME ; DAVE WITT , 837-4910. 7. ROOF SHEATHING NOTE 3 / S3 ; 8d COMMON NAILS ARE PRESCRIBED FOR ROOF SHEATHING BY TABLE R602.3 (1) OR JUSTIFY THE 6d NAILING. SECTIONS - DETAILS - MISC. NOTES: 1. PLEASE PROVIDE THE CONNECTIONS AND LANDING FRAMING FOR THE INTERIOR STAIRWAY. 2. ATTIC VENTING CALCULATIONS / S3 ; THE VENTS IN THE UPPER PORTION OF THE ROOF APPEAR TO BE NOT 3 FEET ABOVE THE LOWER VENTS. SHOULD THE NET VENT AREA BE 1:150 ? SEE R806.2 . PLUMBING PLANS: 1. IN THE PLUMBING PLAN GENERAL NOTES / P1 , PLEASE STATE WHICH PLUMBING CODE IS BEING USED. IN ORDER TO USE THE INTERNATIONAL PLUMBING CODE AN APPROVED APPEAL TO THE BUILDING OFFICIAL MUST BE RETURNED WITH THE PLANS. MR. SHERRY WILL REVIEW THE INTERNATIONAL PLUMBING. 2. GAS: PROVIDE THE LENGTH OF LINE TO EACH APPLIANCE, BTU DEMAND OF EACH APPLIANCE, SIZE OF EACH BRANCH, TOTAL DEMAND & TOTAL DEVELOPED LENGTH FROM METER TO MOST REMOTE APPLIANCE ON THE SYSTEM. 3. THE FIXTURE UNITS USED IN THE "PLUMBING FIXTURE UNIT SCHEDULE" DIFFER FROM THOSE OF THE UNIFORM PLUMBING CODE. 4. NOTE ON PLAN COMPLIANCE WITH WATER CONSERVATION; WATER CLOSETS 1.6 GALLONS PER FLUSH, SINKS AND SHOWERHEADS 3 GALLONS PER MINUTE. 5. PLEASE ILLUSTRATE THE PRESSURE AND TEMPERATURE RELIEF LINE FROM WATER HEATER #1 MECHANICAL PLANS: 1. PROVIDE A RETURN AIR FOR AH-2 . ELECTRICAL PLANS: 1. PLEASE CHANGE THE NOTE RE: THE LIGHT FIXTURE OVER THE BATH TUB IN BATH #1. LIGHTS OVER TUBS OR SHOWERS ARE TO BE LISTED AS APPROVED FOR USE IN WET AREAS. 2. A RECEPTACLE IS REQUIRED WITHIN 3 FEET OF THE LAVATORY IN BATH #1. E3801.6 . 3. PLEASE REMOVE THE RECEPTACLE FROM THE "GREAT ROOM" SIDE OF THE KITCHEN PENINSULA. THIS IS A RECENT "INTERPRETATION" FROM THE INSPECTORS AS A REFLECTION OF A SAFETY ISSUE. KNEES OF ONE SITTING ON A STOOL AT THE PENINSULA COULD PULL AN APPLIANCE TO THE LAP. SEE E3801.4.5 . THE PENINSULA CABINET IS NOT TO BE CONSIDERED WALL SPACE FOR THE "GREAT ROOM". IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT YOUR ASSIGNED PLANS EXAMINER: DAVE WITT @ 837-4910 |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 10/19/2007 | THAUSER1 | OUT TO CUSTOMER | Completed |
| 10/19/2007 | THAUSER1 | REJECT SHELF | Completed |