Permit Review Detail
Review Status: Completed
Review Details: RESIDENTIAL BLDG/ZONING/ENGINE/WWM
Permit Number - T04CM05266
Review Name: RESIDENTIAL BLDG/ZONING/ENGINE/WWM
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 01/03/2005 | Michael St. Paul | ZONING | REVIEW | Approved | |
| 01/10/2005 | DAVE WITT | BUILDING-RESIDENTIAL | REVIEW | Denied | PLAN CHECK COMMENTS - PROJECT #T04CM05266 1/10/05 3250 E. WAVERLY ST. 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 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. LIST THE SQUARE FOOTAGES FOR ALL THE FOLLOWING AREAS SEPARATELY ON THE DRAWINGS: - LIVABLE AREA - GARAGE - PORCH/PATIO COVERS - DECKS 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. INDICATE WHICH DETAIL IS USED FOR EACH FOOTING. 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. 2. SHOW COMPLIANCE WITH R303.1 PROVIDING NATURAL LIGHT INTO ROOMS (8%). 3. SHOW COMPLIANCE WITH R303.1 PROVIDING NATURAL VENTILATION (4%). 4. SHOW COMPLIANCE WITH R310 PROVIDING EGRESS FROM BEDROOMS. - MAXIMUM SILL HEIGHT OF 44" - MINIMUM NET CLEAR AREA OF OPENING OF 5.7SF. - MINIMUM NET CLEAR DIMENSIONS OF OPENING OF 24" HEIGHT BY 20" WIDTH. 5. 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. 6. COMPLY WITH R309.2. PROVIDE ½" GYPSUM BOARD ON ALL WALLS COMMON TO THE GARAGE AND HOUSE. WHERE SEPARATION IS A FLOOR-CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY A MINIMUM ½" GYPSUM BOARD OR EQUIVALENT. NOTE DOORS BETWEEN HOUSE AND THE GARAGE SHALL BE MINIMUM 1-3/8" SOLID CORE, PER R309.1 7. PROVIDE THE SCALE ON ALL DRAWINGS. 8. NOTE THAT BATHTUB AND SHOWER ENCLOSURES SHALL BE FINISHED PER WITH CERAMIC TILE, OR A LISTED ENCLOSURE, TO A HEIGHT OF 72" ABOVE THE DRAIN PER R307.2 9. PLEASE COMPLETE THE DIMENSION LINES. USE ARROW HEADS TO POINT TO LEADERS. 10. PROVIDE THE DIMENSION BETWEEN THE NEW 11'-0" OPENING AND THE FRONT WALL OF THE HOUSE. 11. ARE THE DIMENSIONS IN FEET AND INCHES OR ARE THEY IN DECIMAL FRACTIONS OF FEET? 12. LOCATE AND IDENTIFY SHEAR WALL TYPES AND LOCATIONS. PROVIDE NAILING SCHEDULE 13. THE GAS APPLIANCES CAN'T BE ACCESSED THROUGH A BEDROOM OR A BATHROOM. STRUCTURAL PLANS: 1. PROVIDE A BEAM FROM THE INTERIOR BEARING WALL IN THE FAMILY ROOM, SOUTH TO THE EXTERIOR WALL. 2. 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. 3. SPECIFY LATERAL SUPPORT OF TRUSSES. 4. DETAIL GABLE END BRACING CONNECTIONS. 5. SPECIFY AND DETAIL ALL OVER FRAMING. SPECIFY THE RIDGE AND THE PLATES. 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.). 6. THE 2X6s @ 24" OC APPEAR TO BE OVER SPANNED AT THE ROOF OVER FRAMEING ADJACENT THE FAMILY ROOM. 7. THE HWU 7.12/11.88 DOESN'T FIT THE BEAMS. 8. JUSTIFY THE 4X10 SPANNING 11' 6" AT THE CARPORT CARRYING THE EXISTING AND THE NEW EXTENSION. 9. INDICATE AND NOTE POST SIZES, DOUBLE OR TRIPLE STUDS, AND COORDINATE WITH FOUNDATION PLAN. 10. DETAIL ALL SHEAR CONNECTIONS FROM THE FOUNDATION TO THE ROOF PLYWOOD. 11. 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". 12. SPECIFY WEIGHT OF ROOF SYSTEM ITEMS (IE WEIGHT OF SELECTED TILE). PROVIDE ICBO EVALUATION REPORT NUMBER AND MANUFACTURER OF ALL CONCRETE OR CLAY-TYPE ROOFING. THE DEAD LOAD OF 15 PSF INDICATES A LIGHT ROOFING MATERIAL. IF SHINGLES, INDICATE ON THE ELEVATIONS AND THE DETAILS. ELEVATIONS: 1. INDICATE ROOFING MATERIAL. 2. NOTE AND SPECIFY ALL ROOF SLOPES APPROPRIATE TO MATERIAL (SEE R905). 3. PLEASE INDICATE CRICKETS BETWEEN THE GABLE ROOFS TO FACILITATE DRAINAGE. 4. SIZE THE GABLE VENTS. 5. NOTE GLASS IN HAZARDOUS AREAS SHALL BE SAFETY GLASS PER R308.4. 9. FOR VENEER, NOTE AND SPECIFY TYPE OF VENEER. PROVIDE DETAIL AND SPECIFY ANCHORING METHOD, BACKING, VAPOR BARRIER AND SUPPORT PER R301.2.2.3. SECTIONS - DETAILS - MISC. NOTES: 1. FOR VENEER, NOTE AND SPECIFY TYPE OF VENEER. PROVIDE DETAIL AND SPECIFY ANCHORING METHOD, BACKING, WEEP HOLES, FLASHING, HORIZONTAL JOINT REINFORCEMENT, VAPOR BARRIER AND SUPPORT PER R703.7 . 2. FRAMING NOTES / 3 ; THE WIND DESIGN SPEED SHOULD BE 90 MPH . 3. NOTE 5, 8 / 3 ; THE CODE OF REFERENCE SHOULD BE THE 2003 IRC . 4. PLEASE INDICATE WHERE A DIMENSIONED CROSS SECTION OF THE INTERIOR FOOTING WITH THE WALL CONNECTION CAN BE FOUND. 5. INDICATE ON THE FRAMEING PLAN AND THE FOUNDATION PLAN WHERE THE DETAILS CAN BE FOUND. 6. 10 / 5 ; DESCRIBE THE EXTERIOR WALL COVERING. 7. CROSS-SECTIONS SHALL BE CROSS-REFERENCED TO THE FLOOR PLAN AND FRAMING PLANS. PLUMBING PLANS: 1. THE GAS APPLIANCES CAN'T BE ACCESSED THROUGH THE BEDROOM NOR THE BATHROOM. 2. THE 1" GAS SUPPLY APPEARS TO BE UNDERSIZED TO CARRY THE 115 CFH @ 100'. SEE UPC TABLE 12-3 . 3. PLUMBING RISER DIAGRAM / 10 ; THE TRAPS SHOULD BE ON THE TRAP ARMS NOT THE VENT STACKS. DOUBLE TRAPPING IS PROHIBITED. PLEASE SHOW THE TRAP ARMS AND IDENTIFY THEM. 4. PLEASE CLARIFY THE MOVEING OF THE WATER CLOSET. FROM WHERE TO WHERE AND HOW. 5. DESCRIBE THE HEIGHT OF THE TILE IN THE SHOWER AND AROUND THE TUBS. SEE R307.2 . MECHANICAL PLANS: 1. NOTE ON PLANS: MECHANICAL SHALL COMPLY WITH CHAPTERS 12 - 23 2003 IRC. 2. THE RETURN AIR APPEARS TO BE UNDER SIZED. SEE M1403.1 . 3. PROVIDE COMBUSTION AIR FOR THE GAS APPLIANCES. SEE THE UPC AMENDMENTS, THE STATE PLUMBING CODE, ON THE CITY WEB SITE. TABLE A IN CHAPTER 5 . ELECTRICAL PLANS: 1. NOTE ON PLANS: ELECTRICAL WORK SHALL COMPLY WITH CHAPTERS 33 - 40, 2003 IRC. 2. PLEASE NOTE ON THE PLANS, LIGHT FIXTURES LOCATED OVER TUBS OR SHOWERS ARE TO BE LISTED AS APPROVED FOR USE IN WET AREAS. 3. THE GENERAL LIGHTING RECEPTACLES CAN'T BE ON CIRCUIT 5. CIRCUIT 5 IS HALF OF THE A/C CIRCUIT. 4. INDICATE THE LOCATION OF ALL AIR CONDITIONING AND HEATING UNITS, AIR HANDLERS, COMPRESSORS AND DISCONNECTS. 5. WHERE CEILING FANS ARE SHOWN ON THE PLANS, PROVIDE A NOTE INDICATING ONLY APPROVED OUTLET BOXES SHALL BE USED, PER E4001.6. 6. PROVIDE ARC FAULT PROTECTION FOR THE BEDROOM RECEPTACLES. 7. 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. 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: DAVE WITT @ 791-5550 EXT. 1110 |
| 12/07/2004 | Gerry Koziol | WWM | REVIEW | Approved |