Permit Review Detail
Review Status: Completed
Review Details: RESIDENTIAL BLDG/ZONING/FLOOD/WWM
Permit Number - T02CM02869
Review Name: RESIDENTIAL BLDG/ZONING/FLOOD/WWM
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 08/02/2002 | PETER MCLAUGHLIN | ZONING | REVIEW | Approved | |
| 08/02/2002 | PETER MCLAUGHLIN | NPPO | REVIEW | Approved | |
| 08/02/2002 | BLANCA ESPINO | FLOODPLAIN | REVIEW | Approved | |
| 08/06/2002 | DAVE WITT | BUILDING-RESIDENTIAL | REVIEW | Denied | PLAN CHECK COMMENTS - PROJECT #T02CM02869 9/5/02 1861 W. BANKS GROVE PL. 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 ΒΌ 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. SITE PLAN: 1. INDICATE THE LOCATION OF THE WATER LINE ON THE PROPERTY, AND WHERE IT ENTERS THE BUILDING. PROVIDE THE LOCATION OF YOUR WATER METER. FOUNDATION PLANS: 1. THE MINIMUM WIDTH OF THE FOOTING IS THE WIDTH OF THE BALE .(3,4/A-8, 1,2/A-11, 2/A-12, 1/A-13) 2. LANDINGS AT ALL DOORS, SHALL BE SHOWN AND THEIR THICKNESS SPECIFIED. INDICATE THE SLOPE FOR EXTERIOR SLABS, PER R312. 3. ALL FOUNDATION HOLD-DOWNS AND ANCHOR BOLT SPACING FOR SHEAR WALLS SHALL BE SPECIFIED AND LOCATED. (R602.10) FLOOR PLANS: 1. WINDOW AND DOOR SYMBOLS DIFFER FROM LEGEND. 2. ARE BATHROOM WINDOWS TO BE TEMPERED PER R308.4? 3. 4040 SH WINDOWS DO NOT MEET R310 EGRESS REQUIREMENT OF 24" MIN VERTICAL OPENING. 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 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 6. 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. STRUCTURAL PLANS: 1. PROVIDE MANUFACTURER'S DATA FOR PRE-FABRICATED TRUSSES. TRUSS CALCULATIONS MUST BE SIGNED, DATED AND WET-SEALED BY AN ENGINEER WHO IS REGISTERED IN ARIZONA. 2. SPECIFY LATERAL SUPPORT OF TRUSSES. 3. DETAIL GABLE END BRACING CONNECTIONS. 4. COMPLETELY DETAIL ALL CONNECTIONS AND CROSS-REFERENCE TO THE FOUNDATION AND FRAMING PLANS: - TRUSSES TO TOP PLATE - ANCHOR BOLT SIZES AND SPACING, POST ANCHORS AND SILL PLATE - HOLD DOWN LOCATIONS AND TYPE - NAILING - CONTINUOUS LOAD PATH FOR SHEAR TRANSFER 5. DETAIL ALL SHEAR CONNECTIONS FROM THE FOUNDATION TO THE ROOF PLYWOOD. 6. 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. SHOWN LOCATION OF LATERAL BRACING CONFLICTS WITH R602.10. DIAGONAL BRACES SHALL BE BETWEEN 45 AND 60 DEGREES. (PER IRC SECTION R602.10.3) WALLS MORE THAN 4' OUT OF PLANE SHALL BE BRACED SEPARATELY (SEE R602.10.1). 2. SHOW CALCULATION OF ATTIC VENTILATION AREA IN COMPLIANCE WITH R806.2. NOTE LOCATION OF ALL VENTS NEEDED TO COMPLY. 3. NOTE GLASS IN HAZARDOUS AREAS SHALL BE SAFETY GLASS PER R308.4. SECTIONS - DETAILS - MISC. NOTES: 1. NOTE AND SPECIFY THE SIZE, SPACING AND LENGTH OF ANCHOR BOLTS FOR SILL PLATES. 2. NOTE AND SPECIFY ALL LEDGERS AND CONNECTIONS TO WOOD, FRAME OR MASONRY. 3. CLARIFY LEDGER / BEAM CONNECTION (DETAIL 2/A12). 4. PROVIDE SPECIFICATIONS FOR SCREWS USED FOR TRUSS TO PLATE CONNECTION (DETAIL 1/A11). 5. CLARIFY DISCREPANCY BETWEEN POST BASE SPECIFIED IN DETAILS 2/A3 AND 1/A11. 6. PROVIDE WALL SECTION DETAIL FOR INTERIOR WALL FRAMING. 7. FRAMING PLAN SHOWS PORCH JOISTS ATTACHING TO FASCIA WHEREAS DETAIL 2/A12 SHOWS LEDGER ATTACHED TO BEAM; PLEASE CLARIFY. PLUMBING PLANS: 1. WATER LINE: PROVIDE TOTAL FIXTURE DEMAND & MAXIMUM DEVELOPED LENGTH. SHOW SIZE AND LOCATION OF WATER SERVICE. 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 TUB / SHOWER COMBINATIONS THAT HAVE INDIVIDUAL CONTROL VALVES SHALL BE OF THE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE. 4. PLUMBING RISER DIAGRAM DOES NOT PROVIDE VENTS FOR LAVATORY OR TUB. WHY IS THE TUB IN THE AIR? IS THERE A LAVATORY MISSING? WHAT IS THE EXTRA 2" WASTE TO THE KITCHEN AREA? MECHANICAL PLANS: 1. GAS APPLIANCES SHALL COMPLY WITH 1994 UPC WITH ARIZONA STATE AMENDMENTS COMBUSTION AIR REQUIREMENTS. DETAIL HOW THE DRYER WILL COMPLY. 2. RETURN AIR NOT PERMITTED TO DRAW FROM KITCHEN. PROVIDE SIZE OF R/A PER M1602. ELECTRICAL PLANS: 1. 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. 2. 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. 3. SUBMIT PANEL SCHEDULE SHOWING CIRCUIT AMPACITY. 4. 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. 5. PROVIDE SWITCHED SOURCE OF LIGHT OUTSIDE KITCHEN DOOR. 6. GROUND RODS MUST BE MIN. 6' APART. 7. PLEASE DARKEN THE SYMBOLS. CLARIFY ON WHICH CIRCUITS THE KITCHEN AND BATHS ARE CONNECTED. IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT YOUR ASSIGNED PLANS EXAMINER: DAVE WITT @ 791-5550 EXT. 1110 |
| 09/06/2002 | GERRY KOZIOL | WWM | REVIEW | Approved |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 09/10/2002 | CINDY AGUILAR | OUT TO CUSTOMER | Completed |