Permit Review Detail
Review Status: Completed
Review Details: RESIDENTIAL BLDG/ZONING/ENGINE/WWM
Permit Number - T04CM03936
Review Name: RESIDENTIAL BLDG/ZONING/ENGINE/WWM
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 08/30/2004 | Andrew Connor | NPPO | REVIEW | Passed | |
| 09/08/2004 | GERRY KOZIOL | WWM | REVIEW | Approved | |
| 09/24/2004 | MICHAEL ST. PAUL | ZONING | REVIEW | Denied | SITE PLAN TRANSMITTAL TO: Development Services Department Plans Coordination Office FROM: Michael St.Paul FOR: Patricia Gehlen Planning Technician Principal Planner PROJECT: T04CM03936 2836 E 1st Street TRANSMITTAL: September 21, 2004 DUE DATE: COMMENTS: Please attach a response letter with the next submittal, which states how all Zoning Review Section comments regarding the Land Use Code and Development Standards were addressed. CODE SECTION/ DEVELOPMENT STANDARD 1. Graph paper and colored paper at not permitted for submittals. Please reprint these plans so that there is on appearance of graph lines. 2. The proposed addition brings the total of bedrooms on site to seven (7). The total number of parking spaces required on site is five (5). All parking and maneuvering must on site in either the side or rear yard. "The vehicle use area must be improved, which includes surfacing, striping, and provision of barriers, in conformance with Development Standards 3-05.0." LUC Sec. 3.5.7.1.G LUC Sec. 3.5.7.1.H |
| 09/30/2004 | TERRY STEVENS | BUILDING-RESIDENTIAL | REVIEW | Denied | PLAN CHECK COMMENTS - PROJECT #T04CM03936 9/28/04 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. 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. 2. 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. FOUNDATION PLANS: 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 TABLE R403.1. 3. FOOTING WIDTHS FOR ONE-STORY, PER TABLE R403.1: - 19" MINIMUM; HOLLOW CONCRETE/MASONRY 4. LOCATE AND DETAIL ALL FOOTINGS FOR THE FOLLOWING: - INTERIOR BEARING WALLS-------AT FLOOR FRAMING - POSTS 5. ALL SLABS AND PADS, INCLUDING LANDINGS AT ALL DOORS, SHALL BE SHOWN AND THEIR THICKNESS SPECIFIED. INDICATE THE SLOPE FOR EXTERIOR SLABS, PER R312. FLOOR PLANS: 1. PROVIDE ALL WINDOW SIZES AND TYPES, AND DESIGNATE THE OPERABLE PORTION OF WINDOWS, AS WELL AS THE LOCATIONS OF ALL REQUIRED TEMPERED GLASS PER R308.4. ALL WINDOW SIZES MISSING TEMP. WINDOWS REQUIRED AT TUB AREA 2. SHOW COMPLIANCE WITH R310 PROVIDING EGRESS FROM BEDROOMS. - MAXIMUM SILL HEIGHT OF 44" - MINIMUM NET CLEAR AREA OF OPENING OF 5.7SF. - MINIMUM NET CLEAR DIMENSIONS OF OPENING OF 24" HEIGHT BY 20" WIDTH. 3. 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 4. SHOW THAT EACH WATER CLOSET IS LOCATED IN A CLEAR SPACE NOT LESS THAN 30" WIDE AND HAS A CLEAR SPACE IN FRONT OF NOT LESS THAN 21" PER R307.2 (FIGURE). 5. DETAIL AND SPECIFY STAIR RISE AND RUN (MINIMUM 10" TREAD DEPTH AND 7 ¾" MAXIMUM RISER HEIGHT PER R314) 6. IDENTIFY CEILING HEIGHTS IN ALL AREAS ON FLOOR PLAN. IF SLOPED CEILING, NOTE AVERAGE HEIGHT. STRUCTURAL PLANS: 1. PROVIDE MANUFACTURER'S CALCULATIONS AND DATA FOR PRE-FAB TRUSSES AND GLULAM 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 THE FLOOR PLANS. ALSO, THE ENGINEER OF RECORD SHALL REVIEW AND "SHOP DRAWING" STAMP APPROVAL ON TRUSS CALCULATIONS. "CANTILEVERED" TRUSSES "C" AND "D" ARE IN QUESTION AS TO DESIGN PROVIDE CONNECTION DETAIL FOR ABOVE TRUSSES 2. COMPLETELY DETAIL ALL CONNECTIONS AND CROSS-REFERENCE TO THE FOUNDATION AND FRAMING PLANS: - BEAM TO POST - POST TO SLAB - LEDGERS TO MASONRY----------SEE R610 FOR BOLT SIZE AND SPACING - NONBEARING LEDGERS OR TRUSSES TO MASONRY WALL-------FOR ROOF AND FLOOR DIAPHRAGM - PORCH LEDGER - REQUIRED BOND BEAMS MISSING AT ALL LEDGERS 3. NOTE AND DETAIL TIE STRAPS FRAMING ANCHORS AND JOIST HANGERS BY TYPE, SIZE AND REQUIRED ATTACHMENT TO FRAMING MEMBERS. 4. ON THE FLOOR FRAMING PLAN, INDICATE SPACING OF POSTS. 5. ARE WALLS BEING REMOVED AT KITCHEN/ENTRY AREA BEARING OR NONBEARING?----CLEARLY INDICATE WHICH. IF BEARING PROVIDE LINTEL, HEADER OR BEAM SIZES. ELEVATIONS: 1. NOTE AND SIZE ALL ROOF DRAINS OR SCUPPERS ON FLAT-ROOFED AREAS PER R903.4. 2. SHOW CALCULATION OF ATTIC VENTILATION AREA IN COMPLIANCE WITH R806.2. NOTE LOCATION OF ALL VENTS NEEDED TO COMPLY. SECTIONS - DETAILS - MISC. NOTES: 1. 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. NOTE AND SPECIFY ALL PIPING MATERIALS. 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 PER UPC 1217.2 1" EXISTING GAS LINE FROM MAIN IS NOT ADEQUATE 3. WATER LINE: PROVIDE TOTAL FIXTURE DEMAND & MAXIMUM DEVELOPED LENGTH EXISTING 1" MAIN WATER LINE APPEARS TO BE INADEQUATE PROVIDE ENTIRE WATER LINE CALCS. FOR ALL FIXTURES ON PROPERTY AS PER THE 1994 UPC 4. PROVIDE PRESSURE AND TEMPERATURE RELIEF VALVE AT WATER HEATER. 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 NOT ADOPTED THE PLUMBING SECTION OF THE IRC 2OOO. THE CURRENT CODE BEING USED IS THE 1994 UPC WITH THE STATE AMENDMENTS. ALL PLANS MUST REFERENCE TO THIS CODE. MECHANICAL PLANS: 1. GAS APPLIANCES SHALL COMPLY WITH 1994 UPC WITH STATE AMENDMENTS FOR COMBUSTION AIR REQUIREMENTS. DETAIL HOW.------FOR BOTH WATER HEATERS ELECTRICAL PLANS: 1. 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. MODEL ENERGY CODE: 1. PROVIDE ENERGY CALCULATIONS PER THE 1998 IECC, OR COMPLY WITH IRC CHAPTER 11. 2. CALL OUT ON THE PLANS THE "R" VALUES OF INSULATION, AS WELL AS THE "U" VALUES OF THE WINDOWS AND DOORS IN CONFORMANCE WITH THE ENERGY CALCULATIONS PROVIDED. IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT YOUR ASSIGNED PLANS EXAMINER: TERRY STEVENS @ 791-5550 EXT. 1112 |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 10/01/2004 | CINDY AGUILAR | OUT TO CUSTOMER | Completed |
| 10/01/2004 | ANGIE SHOFFSTALL | REJECT SHELF | Completed |