Permit Review Detail
Review Status: Completed
Review Details: RESIDENTIAL BLDG/WWM
Permit Number - T04CM04025
Review Name: RESIDENTIAL BLDG/WWM
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 09/10/2004 | MELISSA POULIN | WWM | REVIEW | Approved | |
| 10/11/2004 | Terry Stevens | BUILDING-RESIDENTIAL | REVIEW | Denied | PLAN CHECK COMMENTS - PROJECT #T04CM4025 10/12/04 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. CROSS REFERENCE FOUNDATION PLAN TO DETAILS AND CROSS SECTIONS. 3. DIMENSION THE STEM WALL THICKNESS PER TABLE R403.1. 4. NOTE AND DETAIL MINIMUM REINFORCING, OR PROVIDE CODE JUSTIFICATION OF ALTERNATE: - STEMWALL - ONE (1) #4 REBAR IN THE TOP OF THE STEM ON BRACED WALLS PER R602.10.6 ------------AS WELL AS VERTICAL REBAR TO TIE STEM TO FOOTING FLOOR PLANS: 1. PROVIDE THE LOCATIONS OF TEMPERED GLASS PER R308.4.----------REQUIRED AT TUB 2. 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 3. IDENTIFY CEILING HEIGHTS IN ALL AREAS ON FLOOR PLAN. IF SLOPED CEILING, NOTE AVERAGE HEIGHT. STRUCTURAL PLANS: 1. 8" ANCHOR BOLTS ARE NOT LONG ENOUGH FOR MIN. 7" EMBEDMENT 2. TJI DOES NOT MFG. A SERIES 550 I-JOIST ANYMORE. THE EQUAL IS A 560 SERIES WHICH IN AN 117/8" IS OVER SPANNED FOR THIS STRUCTURE. CHANGE OR SUBMIT CALCS. 3. JUSTIFY LEDGER CONNECTION WITH 3/8" LAGS INTO BLOCKING. 4. U210 WILL NOT WORK WITH A "560" SERIES I-JOIST 5. PROVIDE DETAIL OF NONBEARING WALL TO ROOF CONNECTION 6. CROSS SECTION INDICATES H2.5 TO A NONBEARING WALL. IF THIS WALL IS TO BE BEARING IT IS MISSING FOOTING, DOUBLE TOP PLATES, DOES NOT WORK WITH ROOF FRAMING PLAN. BEAMS ETC. MISSING. 7. NOTE AND DETAIL TIE STRAPS FRAMING ANCHORS AND JOIST HANGERS BY TYPE, SIZE AND REQUIRED ATTACHMENT TO FRAMING MEMBERS. 8. DETAIL ALL SHEAR CONNECTIONS FROM THE FOUNDATION TO THE ROOF PLYWOOD. 9. 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". ELEVATIONS: 1. NOTE SIZE OF ALL VENTS NEEDED TO COMPLY WITH CALCULATION OF ATTIC VENTILATION AREA. SECTIONS - DETAILS - MISC. NOTES: 1. NOTE AND SPECIFY ALL LEDGERS AND CONNECTIONS TO WOOD, FRAME OR MASONRY. 2. CROSS-SECTIONS SHALL BE CROSS-REFERENCED TO THE FLOOR PLAN AND FRAMING PLANS. PLUMBING PLANS: 1. WATER LINE: PROVIDE TOTAL FIXTURE DEMAND, PRESSURE & MAXIMUM DEVELOPED LENGTH INCLUDE FOR EXISTING HOUSE AS WELL IF TAPPING INTO EXISTING WATER LINE-----MAIN LINE MAY HAVE TO BE INCREASED 2. NOTE ON PLAN COMPLIANCE WITH WATER CONSERVATION; WATER CLOSETS 1.6 GALLONS PER FLUSH, SINKS AND SHOWERHEADS 3 GALLONS PER MINUTE. 3. PROVIDE PRESSURE AND TEMPERATURE RELIEF VALVE AT WATER HEATER. 4. 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. 5. 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. THE DWELLING MUST BE PROVIDED WITH HEATING CAPABLE OF MAINTAINING A ROOM TEMPERATURE OF 68 DEGREES AT A POINT 3' ABOVE THE FLOOR PER R303.6.-------------INDICATE REQUIRED HEAT STRIP AT HEAT PUMP AND ON ELEC. PLAN ALSO. 2. SIZE OF SUPPLY AND RETURN AIR DUCTS ARE INADEQUATE ELECTRICAL PLANS: 1. THERE IS NO SUCH THING AS A UFER WATER BOND. CLARIFY. 2. NOTE THE GROUNDING AND BONDING METHOD OF THE SERVICE PANEL. 3. WHAT CIRCUIT IS THE RANGE HOOD ON? CANNOT BE ON THE APPLIANCE CIRCUIT. 4. RECEPTACLES IN LIVING ROOM CANNOT BE ON THE SAME CIRCUIT AS THE DINING ROOM. 5. RECEPTACLE REQUIRED IN THE HALLWAY. 6. NOTE THAT ALL SMOKE DETECTORS MUST BE INTERCONNECTED WITH A POWER SOURCE FROM THE BUILDING WIRING MODEL ENERGY CODE: 1. PROVIDE ENERGY CALCULATIONS PER THE 1998 IECC, OR COMPLY WITH IRC CHAPTER 11.----------FOR AN ENTIRE HOUSE NOT FOR AN ADDITION AS SUBMITTED 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 |
|---|---|---|---|
| 10/13/2004 | LISA LESNY | OUT TO CUSTOMER | Completed |
| 10/13/2004 | ANGIE SHOFFSTALL | REJECT SHELF | Completed |