Permit Review Detail
Review Status: Completed
Review Details: RESIDENTIAL BLDG/ZONING/NPPO
Permit Number - T04CM04874
Review Name: RESIDENTIAL BLDG/ZONING/NPPO
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 01/04/2005 | ANDREW CONNOR | NPPO | REVIEW | Passed | |
| 01/05/2005 | Gerry Koziol | WWM | REVIEW | Approved | |
| 01/31/2005 | David Witt | BUILDING-RESIDENTIAL | REVIEW | Denied | PLAN CHECK COMMENTS - PROJECT #T04CM04874 2/1/05 548 S. COUNTRY CLUB RD. 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 2003 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. 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. PROVIDE TWO STHD 10 AT THE CORNER OF THE KITCHENETTE. ONE FOR EACH WALL. FLOOR PLANS: 1. WATER PROOF GYP BOARD IS REQUIRED TO GO TO 72" ABOVE THE TUB / SHOWER DRAIN. SEE R307.2 . 2. 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. STRUCTURAL PLANS: 1. SPECIFY LUMBER GRADE AND SPECIES. 2. PROVIDE MANUFACTURER'S CALCULATIONS AND DATA FOR PRE-FAB TRUSSES. TRUSS CALCULATIONS MUST BE SIGNED, DATED AND WET-SEALED BY AN ENGINEER WHO IS REGISTERED IN ARIZONA. 3. DETAIL GABLE END BRACING CONNECTIONS. 4. DETAIL ALL SHEAR CONNECTIONS FROM THE FOUNDATION TO THE ROOF PLYWOOD. 5. SPECIFY THE HEADERS. ELEVATIONS: 1. NOTE AND SPECIFY ALL ROOF SLOPES APPROPRIATE TO MATERIAL (SEE R905). 2. SHOW CALCULATION OF ATTIC VENTILATION AREA IN COMPLIANCE WITH R806.2. NOTE LOCATION OF ALL VENTS NEEDED TO COMPLY. 3. FOAM INSULATION: CLARIFY YOUR COMPLIANCE WITH R318 ON THE WALLS TO THE ATTIC PER R318.2.3. SECTIONS - DETAILS - MISC. NOTES: 1. THE ROOF FRAMING PLAN REFERS TO 7 / D1 BUT IT'S NOT GIVEN. 2. 8 / D1 ; DO THE TRIMMER JOISTS REQUIRE DOUBLEING? SEE R802.9 . 3. 12 / D1 ; PLEASE SPECIFY 8d COMMON NAILS. SEE R602.10.6 . 4. 11 / D1 ; THE WALL SHEATHING IS REQUIRED TO GO TO THE TOP PLATE. 5. 15 / D1 ; THE NAIL ING TABLE SHOULD REFER TO IRC TABLE R602.3(1) . PLUMBING PLANS: 1. NOTE AND SPECIFY ALL PIPING MATERIALS. 2. THE PLUMBING SHOULD BE IN ACCORD WITH THE UNIFORM PLUMBING CODE WITH THE STATE AMENDMENTS. THE I.R.C. PLUMBING CAN BE USED BUT ONLY WITH AN APPROVED APPEAL TO THE BUILDING OFFICIAL. 3. THE FIXTURE UNIT SCHEDULE SHOULD BE IN ACCORD WITH THE U.P.C. 4. WATER LINE: PROVIDE TOTAL FIXTURE DEMAND & MAXIMUM DEVELOPED LENGTH 5. NOTE ON PLAN COMPLIANCE WITH WATER CONSERVATION; WATER CLOSETS 1.6 GALLONS PER FLUSH, SINKS AND SHOWERHEADS 3 GALLONS PER MINUTE. 6. THE WATER DISTRIBUTION APPEARS TO BE UNDER SIZED. SEE U.P.C. 610.1 . 7. JUSTIFY THE EXISTING SFR's WATER DISTRIBUTION SYSTEM'S ABILITY TO SERVE THE EXISTING LOAD AND THE PROPOSED LOAD OR BY PASS THE SFR AND GO TO THE WATER METER.. 8. FLAT VENT AT THE TUB ISN'T PERMITTED. 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 GAS DISTRIBUTION SYSTEM APPEARS TO BE UNDER SIZED USING 1000 BTUH PER CUBIC FOOT AND U.P.C. 1217 . MECHANICAL PLANS: 1. 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. THE RECEPTACLES AT THE KITCHEN COUNTER TOPS ARE REQUIRED TO BE GFCI PROTECTED. SEE E3802.6 . 2. WHERE CEILING FANS ARE SHOWN ON THE PLANS, PROVIDE A NOTE INDICATING ONLY APPROVED OUTLET BOXES SHALL BE USED, PER E4001.6. 3. PROVIDE ARC FAULT PROTECTION FOR THE RECEPTACLES IN THE BEDROOM. SEE E3802.11 . IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT YOUR ASSIGNED PLANS EXAMINER: DAVE WITT @ 791-5550 EXT. 1110 |
| 02/01/2005 | David Rivera | ZONING | REVIEW | Approved |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 02/02/2005 | DELMA ROBEY | OUT TO CUSTOMER | Completed |