Permit Review Detail
Review Status: Completed
Review Details: RESIDENTIAL BLDG/WWM
Permit Number - T04CM03089
Review Name: RESIDENTIAL BLDG/WWM
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 07/13/2004 | MELISSA POULIN | WWM | REVIEW | Approved | |
| 08/10/2004 | Terry Stevens | BUILDING-RESIDENTIAL | REVIEW | Denied | PLAN CHECK COMMENTS - PROJECT #T04CM03089 8/12/04 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. 3. ALL ENGINEERS AND ARCHITECTS INVOLVED IN THE DESIGN OF THE STRUCTURE ARE TO SEAL THE RELATED SHEETS OF PLANS, DETAILS AND CALCULATIONS. THIS IS IN ACCORDANCE WITH THE RULES OF THE STATE BOARD OF TECHNICAL REGISTRATION.-------------ALSO PROVIDE 2 SETS OF STRUCTURAL CALCS. 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. CALCS. PROVIDED CALL FOR A LARGER FOOTING UNDER STEEL RIGID FRAME THAN INDICATED ON FOUNDATION PLAN. 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. SPECIFY ALL POST ANCHORS ON THE FOUNDATION PLAN. 5. ALL FOUNDATION HOLD-DOWNS AND ANCHOR BOLT SPACING FOR SHEAR WALLS SHALL BE SPECIFIED AND LOCATED. FLOOR PLANS: 1. PROVIDE THE LOCATIONS OF TEMPERED GLASS PER R308.4.--------REQUIRED AT TUBS AND SHOWERS 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. FIREPLACES: ------ FOR MASONRY FIREPLACES, SHOW CROSS-SECTION, PER R1003.1.-----MANY ITEMS MISSING, 2" CLEARANCE FROM COMBUSTIBLES, VERT. REBAR, LINTEL SIZE, ADOBE COULD BE USED AS VENEER BUT NOT FOR SUPPORT OF MASONRY FIREPLACE, ETC. ------ MIN. CLEARANCE FROM COMBUSTIBLES FOR SINGLE WALL CHIMNEY IS 18" AT LOWER AND UPPER ROOF STRUCTURE ------ PROVIDE CONNECTION AND SUPPORT DETAILS OF SINGLE WALL CHIMNEY TO MASONRY FIREPLACE 4. IDENTIFY CEILING HEIGHTS IN ALL AREAS ON FLOOR PLAN. IF SLOPED CEILING, NOTE AVERAGE HEIGHT. MIN. HEIGHT IN FOYER AND HALLWAY IS 7' NOT 6'-8"--------SEE R305.1 STRUCTURAL PLANS: 1. STRUCTURAL ENGINEER MUST REVIEW AND STAMP PLANS. PROVIDE 2 COPIES OF CALCS. 2. RIGID STEEL FRAME DOES NOT APPEAR TO HAVE BEEN DESIGNED TO CARRY LOWER ROOF FRAMING BEAM. PROVIDE CONNECTION DETAIL AND REVISE CALCS. 3. HOW IS LOWER ROOF FRAMING ATTACHING TO RIGID STEEL FRAME? 4. DETAIL A/7------HOW IS EDGE NAILING BEING COMPLETED? LEDGER MISSING. CONNECTION OF RAFTERS TO STUDS? HANGER TYPE MISSING I-JOIST TO BEAM. 5. DETAIL A/7 AND SECTION A-A. JUSTIFY BOLTED CONNECTION IN REFERENCE TO END GRAIN CONDITIONS. 6. COLUMN C6 NOT INDICATED IN SCHEDULE AS WELL AS POST CAP AND BASE. 7. PROVIDE MANUFACTURER'S CALCULATIONS AND DATA FOR PRE-FAB I-JOISTS AND HIGH STRENGTH COMPOSITE GLULAM BEAM. 8. SPECIFY AND DETAIL ALL OVER FRAMING. IF SOLID SHEATHING IS USED ON THE LOWER TRUSSES, PROVIDE MINIMUM OPENINGS OF 22" BY 30" FOR ACCESS AND VENTILATION INTO OVER FRAMED AREAS (>30 S.F.). IF SOLID SHEATHING IS NOT USED ON LOWER TRUSSES, PROVIDE DETAILS FOR BRACING OF TOP CHORD OF LOWER TRUSSES. 9. POSTS MISSING AT 2-2X10 BEAM OVER MASTER BATHROOM TO BEAMS. 10. COMPLETELY DETAIL ALL CONNECTIONS AND CROSS-REFERENCE TO THE FOUNDATION AND FRAMING PLANS: - BEAM TO POST - POST TO SLAB - SILL TO SLAB, ANCHOR BOLT SIZES AND SPACING, POST TO SILL PLATE [INTERIOR WALLS] - HANGER TYPES - CONTINUOUS LOAD PATH FOR SHEAR TRANSFER 11. NOTE AND DETAIL TIE STRAPS FRAMING ANCHORS AND JOIST HANGERS BY TYPE, SIZE AND REQUIRED ATTACHMENT TO FRAMING MEMBERS. 12. DETAIL ALL SHEAR CONNECTIONS FROM THE FOUNDATION TO THE ROOF PLYWOOD. 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. 4. FOR VENEER, NOTE AND SPECIFY TYPE OF VENEER. PROVIDE DETAIL AND SPECIFY ANCHORING METHOD, BACKING, VAPOR BARRIER AND SUPPORT PER R301.2.2.3.-----------FOR INTERIOR VENEER ALSO SECTIONS - DETAILS - MISC. NOTES: 1. WOOD SILL PLATES SHALL BE FOUNDATION GRADE REDWOOD OR PRESSURE-TREATED WOOD PER R324. 2. NOTE AND SPECIFY THE SIZE, SPACING AND LENGTH OF ANCHOR BOLTS FOR SILL PLATES. ----- MIN. 7" EMBEDMENT NOT 5" AS INDICATED ON PLANS 3. DETAIL MASONRY FIREPLACES. PROVIDE DIMENSIONED AND NOTED SECTIONS AND FIREBOX PLAN. STATE FLUE SIZE, DIMENSION HEARTH WIDTH AND REINFORCING. NOTE AND DETAIL ANCHORAGE TIE STRAPS FASTENED TO A MINIMUM OF FOUR JOINTS WITH 2-1/2" BOLTS EMBEDDED INTO MASONRY AND ENGAGING THE OUTER REINFORCING BARS WITH A 6" HOOKED EXTENSION. SEE TABLE AND FIGURE R1003.1. PLUMBING PLANS: 1. 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. 2.. WATER LINE: PROVIDE TOTAL FIXTURE DEMAND & MAXIMUM DEVELOPED LENGTH-------AS PER 1994 UPC 3. NOTE ON PLAN COMPLIANCE WITH WATER CONSERVATION; WATER CLOSETS 1.6 GALLONS PER FLUSH, SINKS AND SHOWERHEADS 3 GALLONS PER MINUTE. 4. PROVIDE PRESSURE AND TEMPERATURE RELIEF VALVE AT WATER HEATER.--------TO OUT SIDE SOURCE MIN. 6" ABOVE GRADE MAX. 24" ABOVE GRADE 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. ELECTRICAL PLANS: 1. NOTE THE LOCATION, TYPE AND AMPERAGE OF THE PANEL. NOTE THE GROUNDING AND BONDING METHOD. GROUNDING AND BONDING MUST OCCUR AT SERVICE NOT SUBPANEL 2. RECEPTACLE OUTLETS SHALL BE PROVIDED AT EACH KITCHEN COUNTER SPACE WIDER THAN 12", AND SHALL BE INSTALLED SO THAT NO POINT ALONG THE WALL LINE IS MORE THAN 24" FROM A RECEPTACLE OUTLET, PER E3801.4.1 3. ISLAND COUNTER TOPS SHALL HAVE AT LEAST ONE RECEPTACLE OUTLET AT EACH COUNTER SPACE WITH A LONG DIMENSION OF 24" OR GREATER, AND A SHORT DIMENSION OF 12" OR GREATER, PER E3801.4.2 AND E3802.4.3. 4. WHERE CEILING FANS ARE SHOWN ON THE PLANS, PROVIDE A NOTE INDICATING ONLY APPROVED OUTLET BOXES SHALL BE USED, PER E4001.6. 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. MODEL ENERGY CODE: 1. PROVIDE ENERGY CALCULATIONS PER THE 1998 IECC, OR COMPLY WITH IRC CHAPTER 11. CALCS. PROVIDED ARE INCORRECT------NO INSULATION R VALUES--------PROVIDE 2 COPIES 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 |
|---|---|---|---|
| 08/13/2004 | DELMA ROBEY | OUT TO CUSTOMER | Completed |