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Permit Review Detail
Review Status: Completed
Review Details: RESUBMITTAL
Permit Number - T03CM01182
Review Name: RESUBMITTAL
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 04/04/2003 | GERRY KOZIOL | WWM | REVIEW | Denied | Tim paid $102 for septic review; waiting for review to be done - 4/3/03. Act #P03CP03396. |
| 04/10/2003 | TERRY STEVENS | BUILDING-RESIDENTIAL | REVIEW | Denied | PLAN CHECK COMMENTS - PROJECT #T03CM01182 04/14/03 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, 2. LOCATE AND DETAIL ALL FOOTINGS FOR THE FOLLOWING: CONTINUOUS FOOTING REQUIRED AT GARAGE DOOR OPENING POSTS SUNKEN OR RAISED AREAS 3. ALL SLABS AND PADS, INCLUDING LANDINGS AT ALL DOORS, SHALL BE SHOWN AND THEIR THICKNESS SPECIFIED. INDICATE THE SLOPE FOR EXTERIOR SLABS, PER R312. 4. ALL FOUNDATION HOLD-DOWNS AND ANCHOR BOLT SPACING FOR SHEAR WALLS SHALL BE SPECIFIED AND LOCATED. FLOOR PLANS: 1. COMPLY WITH R309.2. PROVIDE ½" GYPSUM BOARD ON ALL WALLS COMMON TO THE GARAGE AND HOUSE. WHERE SEPARATION IS A FLOOR-CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY A MINIMUM ½" GYPSUM BOARD OR EQUIVALENT. NOTE DOORS BETWEEN HOUSE AND THE GARAGE SHALL BE MINIMUM 1-3/8" SOLID CORE, PER R309.1 2. NOTE THAT BATHTUB AND SHOWER ENCLOSURES 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. IDENTIFY CEILING HEIGHTS IN ALL AREAS ON FLOOR PLAN. IF SLOPED CEILING, NOTE AVERAGE HEIGHT. 4. APPLIANCES INSTALLED IN GARAGES SHALL BE MOUNTED ON PLATFORMS AT LEAST 18" ABOVE THE FLOOR, PER M1307.3 5. INDICATE LOCATION OF WATER HEATER, AIR HANDLER AND COUNTER TOP WITH SINK. STRUCTURAL PLANS: 1. COMPLETELY DETAIL ALL CONNECTIONS AND CROSS-REFERENCE TO THE FOUNDATION AND FRAMING PLANS: - BEAM TO POST - POST TO SLAB - LEDGERS TO FRAME - CONTINUOUS LOAD PATH FOR SHEAR TRANSFER - TRUSS PARALLEL TO NON-BEARING WALL CONNECTION 2. DETAIL ALL SHEAR CONNECTIONS FROM THE FOUNDATION TO THE ROOF PLYWOOD. 3. PROVIDE BRACING DETAILS AND NOTES FOR EXTERIOR FRAME WALLS AND MAIN CROSS-STUD PARTITIONS, OR USE FULLY BRACED, PER R602.10.3. A MINIMUM PANEL WIDTH OF 48" IS REQUIRED TO EFFECTIVELY BRACE THE PARTITION. SEE TABLE R602.10.3, CATEGORY "C". IF BRACING DOES NOT COMPLY, PROVIDE A LATERAL ANALYSIS OR ALTERNATE DESIGN TO BE REVIEWED BY THE PLANS EXAMINER. WIND FORCES FOR SINGLE STORY RESIDENCES SHALL USE 90 MPH, EXPOSURE "B". TWO STORY RESIDENCES OR AREAS OF HIGHER WIND SHALL USE EXPOSURE "C". 4. SPECIFY WEIGHT OF ROOF SYSTEM ITEMS (IE WEIGHT OF SELECTED TILE). PROVIDE ICBO EVALUATION REPORT NUMBER AND MANUFACTURER OF ALL CONCRETE OR CLAY-TYPE ROOFING. 5. MIN. THICKNESS OF T1-11 FOR ROOF SHEATHING IS 5/8"-------INDICATE ON PLANS ELEVATIONS: 1. NOTE AND SPECIFY ALL ROOF SLOPES APPROPRIATE TO MATERIAL (SEE R905). 2. NOTE AND SIZE ALL ROOF DRAINS OR SCUPPERS ON FLAT-ROOFED AREAS PER R903.4. 3. SHOW CALCULATION OF ATTIC VENTILATION AREA IN COMPLIANCE WITH R806.2. NOTE LOCATION OF ALL VENTS NEEDED TO COMPLY. SECTIONS - DETAILS - MISC. NOTES: 1. CROSS-SECTIONS SHALL BE CROSS-REFERENCED TO THE FLOOR PLAN AND FRAMING PLANS. PLUMBING PLANS: 1. WATER LINE: PROVIDE TOTAL FIXTURE DEMAND & MAXIMUM DEVELOPED LENGTH CALCS. SHOW A 11/4" WATER LINE PLANS INDICATE ¾" LINE -------CLARIFY 2. NOTE ON PLAN COMPLIANCE WITH WATER CONSERVATION; WATER CLOSETS 1.6 GALLONS PER FLUSH, SINKS AND SHOWERHEADS 3 GALLONS PER MINUTE. 3. 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. 4. 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. ELECTRICAL PLANS: 1. AT LEAST ONE WALL SWITCH CONTROLLED LIGHT OR OUTLET MUST BE PROVIDED IN ATTACHED GARAGES PER E3801. 2. PROVIDE AN EXTERIOR OUTLET AT GRADE LEVEL LOCATED AT BOTH THE FRONT AND BACK OF THE DWELLING, PER E3801.7. THESE OUTLETS SHALL BE GFI PROTECTED PER E3802.3. 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. INDICATE THE LOCATION OF ALL AIR HANDLERS. 5. NOTE THAT LIGHT FIXTURES IN CLOTHES CLOSETS SHALL BE INSTALLED IN ACCORDANCE WITH E3903.11. 6. 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. 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 |
|---|---|---|---|
| 04/15/2003 | ANGIE SHOFFSTALL | OUT TO CUSTOMER | Completed |