Permit Review Detail
Review Status: Completed
Review Details: OTHER
Permit Number - T03CM03158
Review Name: OTHER
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 07/29/2003 | DAVE THOMAS | BUILDING-RESIDENTIAL | REVIEW | Approved | PLAN CHECK COMMENTS - PROJECT #T03CM03158 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 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. 4. 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. 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: - 16" MINIMUM; WOOD FRAME - 19" MINIMUM; HOLLOW CONCRETE/MASONRY - 22" MINIMUM; SOLID FULLY GROUTED/MASONRY 4. PROVIDE ACCESS TO EACH SEPARATE ATTIC AND CRAWL SPACE THAT EXCEEDS 30SF. DESIGNATE LOCATIONS ON THE DRAWINGS. OPENINGS SHALL NOT BE LESS THAN 22" BY 30". THE ATTIC ACCESS SHALL PROVIDE A MINIMUM OF 30" OF HEADROOM, AND SHALL BE LOCATED IN A HALLWAY OR READILY ACCESSIBLE SPACE PER R807. 5. NOTE AND SPECIFY THAT SHOWER ENCLOSURES SHALL HAVE A MINIMUM FINISHED INTERIOR OF 1,024 SQUARE INCHES AND SHALL BE CAPABLE OF ENCOMPASSING A MINIMUM 30" CIRCLE PER UPC SEC. 410.0. ALL GLASS ENCLOSURES SHALL BE TEMPERED. 6. 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). 7. DETAIL AND SPECIFY STAIR WIDTH (MINIMUM 36"), RISE AND RUN (MINIMUM 10" TREAD DEPTH AND 7 ¾" MAXIMUM RISER HEIGHT PER R314), LANDING WIDTH (PER R312), HANDRAIL HEIGHTS (PER R315), GUARDRAIL HEIGHT (PER R316) AND INTERMEDIATE RAIL SPACING (PER R316). STRUCTURAL PLANS: 1. SPECIFY DESIGN CRITERIA ON PLANS. VALUES FOR FLOOR DEAD LOAD AND LIVE LOAD, ROOF DEAD LOAD AND LIVE LOAD. 2. PROVIDE COMPLETE ROOF AND FLOOR FRAMING PLANS. SHOW SIZE, SPACING AND SPAN OF ALL FRAMING MEMBERS, TRUSSES, JOISTS, RAFTERS, BEAMS, GLULAMS, LINTELS, HEADERS, LEDGERS AND BLOCKING. 3. SPECIFY LUMBER GRADE AND SPECIES. SPECIFY MANUFACTURER AND SERIES ON GLULAMS AND "I" JOISTS. 4. 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. 5. SPECIFY LATERAL SUPPORT OF TRUSSES. 6. DETAIL GABLE END BRACING CONNECTIONS. 7. 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. 8. ON THE FLOOR FRAMING PLAN, NOTE AND DETAIL DOUBLE JOISTS PARALLEL TO BEARING PARTITIONS, DOUBLE TRIMMERS AND HEADER JOISTS AT FRAMED OPENINGS, FRAMING ANCHORS FOR TAIL JOISTS AND HEADER SUPPORT, AND BRIDGING OR BLOCKING AT THE ENDS AND BEARING POINTS OF THE FLOOR JOISTS. 9. DETAIL ALL SHEAR CONNECTIONS FROM THE FOUNDATION TO THE ROOF PLYWOOD. SECTIONS - DETAILS - MISC. NOTES: 1. ON STANDARD DETAIL SHEETS, CROSS-OUT ALL DETAILS THAT DO NOT APPLY OR WERE NOT USED. 2 8. PROVIDE PRESSURE AND TEMPERATURE RELIEF VALVE AT WATER HEATER. 9. 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. 10. 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. NOTE ON PLANS: MECHANICAL SHALL COMPLY WITH CHAPTERS 12 -16 AND18- 24 2000 IRC. 2. 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. 3. SHOW EXHAUST FAN LOCATIONS FOR BATHROOMS, WATER CLOSET COMPARTMENTS AND LAUNDRY ROOMS IN LIEU OF OPERABLE WINDOWS, PER R303.3 4. GAS APPLIANCES SHALL COMPLY WITH 1994 UPC WITH STATE AMENDMENTS FOR COMBUSTION AIR REQUIREMENTS. DETAIL HOW. 5. IF THE HEATING OR AIR CONDITIONING EQUIPMENT IS LOCATED IN THE ATTIC, SHOW LOCATION OF ACCESS, CATWALK AND WORKING PLATFORM. SHOW PROVISIONS FOR AND ROUTE OF SECONDARY CONDENSATE DRAIN PER M1305.1.3. ELECTRICAL PLANS: 1. NOTE ON PLANS: ELECTRICAL WORK SHALL COMPLY WITH CHAPTERS 33 - 42, 2000 IRC. 2. NOTE THE LOCATION, TYPE AND AMPERAGE OF THE PANEL. NOTE THE GROUNDING AND BONDING METHOD. 3. DESIGNATE THE LOCATION AND CIRCUIT OF ALL REQUIRED LIGHT FIXTURES, RECEPTACLE OUTLETS, POWER OUTLETS AND SWITCHES. PROVIDE A PANEL SCHEDULE NOTING CIRCUIT NUMBER AND SIZE ALONG WITH A GENERAL DESCRIPTION. 4. INDICATE THE LOCATION OF ALL AIR CONDITIONING AND HEATING UNITS, AIR HANDLERS, COMPRESSORS AND DISCONNECTS. 5. ELECTRICAL LOAD CALCULATIONS ARE REQUIRED WITH MORE THAN 4 CIRCUITS. 6. SUBMIT PANEL SCHEDULE SHOWING CIRCUIT AMPACITY, WIRE SIZES, PANEL SIZE AND CIRCUIT NUMBERS. 7. SUBMIT ELECTRICAL RISER DIAGRAM. IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT YOUR ASSIGNED PLANS EXAMINER: DAVE THOMAS @ 791-5550 EXT. 1113 NOTE: AS OF 2-02-01 THE CITY OF TUCSON HAS ADOPTED THE 2000 IRC EXCEPT FOR THE PLUMBING PORTION WHICH IS THE STATE PLUMBING CODE. ALL MODEL PLANS SHALL BE REFERENCE TO THE PREVIOUSLY MENTIONED CODES. |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 07/30/2003 | LISA LESNY | OUT TO CUSTOMER | Completed |
| 07/29/2003 | ANGIE SHOFFSTALL | REJECT SHELF | Completed |