Permit Review Detail
Review Status: Completed
Review Details: RESIDENTIAL BLDG/WWM
Permit Number - T03CM04655
Review Name: RESIDENTIAL BLDG/WWM
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 10/06/2003 | GERRY KOZIOL | WWM | REVIEW | Denied | Needs to review location of connection to sewer. Needs WW credit evaluation - 8th Fl, Yvonne, 740-6500 |
| 10/22/2003 | Christy Foreman | BUILDING-RESIDENTIAL | REVIEW | Denied | PLAN CHECK COMMENTS - PROJECT #T03CM04655 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. SCOPE OF REVIEW: THE SCOPE OF THIS PLAN REVIEW COVERS ARCHITECTURAL, PLUMBING, MECHANICAL, MODEL ENERGY AND ELECTRICAL CODES. ALL CODE REFERENCES ARE TO THE 2000 IRC AND STATE PLUMBING CODE. ALL FEATURES WERE CHECKED ONLY TO THE EXTENT ALLOWED BY THE SUBMITTALS PROVIDED. ALL PORTIONS OF THIS PROJECT ARE ASSUMED TO MEET OR WILL MEET OTHER DEPARTMENTAL REQUIREMENTS, CONDITIONS AND CONCERNS BEFORE PERMIT APPROVAL. 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. FOUNDATION PLAN SHOWS PARTIAL REPLACEMENT OF FOOTING AND SLAB. DAMAGE REPORT STATES CONCERN ABOUT STRUCTURAL INTEGRITY OF SLAB - NEED TO JUSTIFY THAT EXISTING CAN REMAIN. 2. DIMENSION THE WALL THICKNESS, FOOTING WIDTH THICKNESS AND DEPTH INTO UNDISTURBED SOIL FOR EACH FOOTING TYPE AND CONDITION PER TABLE R403.1. 3. NOTE AND DETAIL MINIMUM REINFORCING, OR PROVIDE CODE JUSTIFICATION OF ALTERNATE: - MONOLITHIC - ONE (1) #5 OR TWO (2) #4 REBARS IN THE MIDDLE OF THE FOOTING. - STEMWALL - ONE (1) #4 REBAR IN THE BOTTOM OF THE FOOTING AND ONE (1) #4 REBAR IN THE TOP OF THE STEM ON BRACED WALLS PER R602.10.6 - STEMWALL (WITH UNBALANCED FILL) - PER TABLE R404.1.1 (1-4) 4. FOOTING WIDTHS FOR ONE-STORY, PER TABLE R403.1: DIMENSION THE WALL THICKNESS, FOOTING WIDTH THICKNESS AND DEPTH INTO UNDISTURBED SOIL FOR EACH FOOTING TYPE AND CONDITION PER TABLE R403.1. 6/ D1 - DEPTH OF TOE DOWN NEXT TO EXISTING SLAB? FOOTING AT WALL SEPERATING GARAGE & LIVING ROOM 4/D1 OR 6/D1. 5. LOCATE AND DETAIL ALL FOOTINGS FOR THE FOLLOWING: SECTION SHOWS ALL NEW FOOTING & SLAB / FOUNDATION SHOWS PARTIAL NEW FOOTING AND SLAB? 6. ALL SLABS AND PADS, INCLUDING LANDINGS AT ALL DOORS, SHALL BE SHOWN AND THEIR THICKNESS SPECIFIED. INDICATE THE SLOPE FOR EXTERIOR SLABS, PER R312. 7. LOCATE AND SPECIFY ALL ANCHOR BOLT SPACING AND POST ANCHORS ON THE FOUNDATION PLAN. 8. ALL FOUNDATION HOLD-DOWNS AND ANCHOR BOLT SPACING FOR SHEAR WALLS SHALL BE SPECIFIED AND LOCATED. EVEN THOUGH YOU ARE SHEATHING THE WHOLE HOUSE, PLEASE PROVIDE LOCATION OF SHEAR PANELS BECAUSE THEY HAVE DIFFERENT NAILING PATTERNS AND BLOCKING REQUIREMENTS. THE HOLD DOWN # SPECIFIED APPEARS TO BE INACCURATE. THE NORTHWEST CORNER OF GARAGE APPEARS TO NOT MEET THE CODE REQUIREMENTS FOR ALTERNATIVE SHEAR BRACING. FLOOR PLANS: 1. PROVIDE ALL WINDOW SIZES AND TYPES, AND DESIGNATE THE OPERABLE PORTION OF WINDOWS, AS WELL AS THE LOCATIONS OF TEMPERED GLASS PER R308.4. TEMPERED GLASS REQUIRED IN TYPE "E" - FRENCH DOOR. 2. SHOW COMPLIANCE WITH R310 PROVIDING EGRESS FROM BEDROOMS. - MAXIMUM SILL HEIGHT OF 44" 3. 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. 4. COMPLY WITH PER R309.1 PLEASE PROVIDE SPECIFICATIONS THATGARAGE DOOR MEETS FIRE RATING REQUIREMENTS PER CODE. 5. SHEAR WALL LOCATIONS - PROVIDE NAILING SCHEDULE. 6. IDENTIFY CEILING HEIGHTS IN ALL AREAS ON FLOOR PLAN. IF SLOPED CEILING, NOTE AVERAGE HEIGHT. STRUCTURAL PLANS: THE FOLLOWING HEADERS APPEAR TO BE UNDERSIZED - MASTER BEDROOM WINDOW, LIVINGROOM WINDOW, KITCHEN WINDOW, AND DOOR IN DINING ROOM. THE BEAM AT THE BACK PORCH APPEARS TO BE UNDERSIZED. SPECIFY GRADE OF GLULAM TO BE USED. 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. THIS CAN BE DIFFERRED BUT MUST BE SUBMITTED FOR REVIEW BEFORE ROOF FRAMING BEGINS. 9. NOTE AND DETAIL TIE STRAPS FRAMING ANCHORS AND JOIST HANGERS BY TYPE, SIZE AND REQUIRED ATTACHMENT TO FRAMING MEMBERS. ELEVATIONS: 6. SHOW CALCULATION OF ATTIC VENTILATION AREA IN COMPLIANCE WITH R806.2. NOTE LOCATION OF ALL VENTS NEEDED TO COMPLY. 8. NOTE GLASS IN HAZARDOUS AREAS SHALL BE SAFETY GLASS PER R308.4. FRENCH DOOR & MASTER BEDROOM DOOR. PLUMBING PLANS: 1. NOTE AND SPECIFY ALL PIPING MATERIALS. 2. PROVIDE AN ISOMETRIC DRAWING ( ISOMETRIC NOT REQUIRED FOR SINGLE FAMILY RESIDENCE) OF WASTE LINES. SHOW SIZES OF WASTE LINES, VENTS AND REQUIRED CLEANOUTS. WATER LINE APPEARS TO BE UNDERSIZED PER FIXTURE UNIT CALCULATIONS. 3. 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 4. WATER LINE: PROVIDE TOTAL FIXTURE DEMAND & MAXIMUM DEVELOPED LENGTH 1 ¼" SUPPLY O.K. PER ESTIMATED LENGTH. WHAT IS THE SIZE FOR EACH APPLIANCE. 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. ELECTRICAL PLANS: 1. NOTE ON PLANS: ELECTRICAL WORK SHALL COMPLY WITH CHAPTERS 33 - 42, 2000 IRC. 2. NOTE GROUNDING METHOD. 6. 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 NEED 2 OUTLETS BETWEEN KITCHEN WINDOW & GAS RANGE . 9. ALL RECEPTACLE OUTLETS IN GARAGES SHALL HAVE GROUND FAULT CIRCUIT INTERRUPTING PROTECTION. NOTE ON THE DRAWINGS AT EACH OUTLET REQUIRING SUCH PROTECTION, PER E3802. 12. INDICATE THE LOCATION OF ALL AIR CONDITIONING AND HEATING UNITS, AIR HANDLERS, COMPRESSORS AND DISCONNECTS. SERVICE GFCI OUTLET WITHIN 6 FT. 14. WHERE CEILING FANS ARE SHOWN ON THE PLANS, PROVIDE A NOTE INDICATING ONLY APPROVED OUTLET BOXES SHALL BE USED, PER E4001.6. 16. ADD THE FOLLOWING NOTE: "ALL DWELLINGS FOR WHICH PERMITS ARE ISSUED AFTER JANUARY 1, 2002 SHALL BE PROVIDED WITH ARC-FAULT CIRCUIT INTERRUPTER PROTECTION PER NEC ARTICLE 210-12" 18. APPEARS THAT THE WIRE SIZES FOR 30 AMP, 50 AMP, & 60 AMP BREAKERS ARE UNDERSIZED. IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT YOUR ASSIGNED PLANS EXAMINER: CHRISTY FOREMAN @ 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 |
|---|---|---|---|
| 10/30/2003 | CINDY AGUILAR | OUT TO CUSTOMER | Completed |
| 10/30/2003 | ANGIE SHOFFSTALL | REJECT SHELF | Completed |