Permit Review Detail
Review Status: Completed
Review Details: RESIDENTIAL BLDG/ZONING/FLOOD/WWM
Permit Number - T00CM05426
Review Name: RESIDENTIAL BLDG/ZONING/FLOOD/WWM
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 11/07/2000 | PETER MCLAUGHLIN | ZONING | REVIEW | Approved | |
| 11/07/2000 | PMCLAUGH | NPPO | REVIEW | Passed | |
| 11/07/2000 | DOUG WILLIAMS | FLOODPLAIN | REVIEW | Approved | |
| 11/29/2000 | TERRY STEVENS | BUILDING-RESIDENTIAL | REVIEW | Denied | PLAN CHECK COMMENTS - PROJECT #T00CM05426 12/0/00 PLEASE ADDRESS THE FOLLOWING COMMENTS. RESUBMIT TWO SETS OF CORRECTED PLANS. SUBMIT A COPY OF THIS LETTER , NOTING THE DETAIL AND OR SHEET WHERE THE CORRECTION MAY BE FOUND. GENERAL REQUIREMENTS 1. ALL CORRECTIONS AND REVISIONS SHALL BE MADE ON THE ORIGINAL TRACINGS AND TWO NEW SETS OF PRINTS SHALL BE RETURNED ALONG WITH ALL REDLINE PRINTS. 2. DETAILS, DATA AND INFORMATION PROVIDED BY THE DEVELOPMENT SERVICES DEPARTMENT SHALL NOT BE INCLUDED BY REFERENCE OR ATTACHMENT ONLY. THE DATA MUST BE DELINEATED ON THE DRAWINGS BY NOTES OR GRAPHICS AS PART OF THE ORIGINAL TRACINGS OR MASTERS. 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. 5. THE USE OF DATE STAMPS ON SEALS ARE NOT ACCEPTABLE AND DO NOT COMPLY WITH THE RULES OF THE STATE BOARD OF TECHNICAL REGISTRATION. SITE PLAN 1. PROVIDE A SITE PLAN INDICATING THE LOCATION OF ALL STRUCTURES ON THE PROPERTY. 2. PROVIDE DIMENSIONS FROM ALL STRUCTURES TO PROPERTY LINES AND SHOW DISTANCES BETWEEN ALL STRUCTURES. 3. INDICATE DIMENSIONS OF ALL PROPERTY LINES AND ALL EASEMENTS. 4. SHOW ALL DRIVEWAYS, SIDEWALKS, STEPS AND FENCES. 5. INDICATE THE LOCATION OF GAS, WATER, ELECTRIC AND SEWER OR SEPTIC LINES ON THE PROPERTY AND WHERE THEY ENTER THE BUILDING. PROVIDE THE LOCATION OF YOUR WATER METER AND SEPTIC SYSTEM IF IT EXISTS. 6. IDENTIFY NAME OF SUBDIVISION AND LOT NUMBER. PROVIDE LOT AREA IN SQUARE FEET. FOUNDATION PLAN 1. NOTE ON THE DRAWINGS THE ALLOWABLE SOIL BEARING PRESSURE USED IN THE DESIGN OF THE FOOTINGS, OR STATE THAT THE ASSUMED VALUE OF 1,000 PSF IS BEING USED. 2. A SOIL REPORT IS NOT REQUIRED. IT IS UP TO THE DESIGNER/HOMEBUILDER TO BE AWARE OF THE SOIL CONDITIONS OF THE SUBDIVISION. 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 SOIL REPORT RECOMMENDATIONS. 3. DIMENSION THE STEM WALL THICKNESS, FOOTING WIDTH THICKNESS AND DEPTH INTO UNDISTURBED SOIL FOR EACH FOOTING TYPE AND CONDITION. 4. NOTE AND DETAIL MINIMUM REINFORCING: WOOD FRAME -MONOLITHIC - TWO (2) #4 REBARS IN THE BOTTOM OF FOOTING OR ONE EACH TOPS AND BOTTOM. -STEM WALL - TWO (2) #4 REBARS IN THE BOTTOM OF FOOTING & ONE (1) #4 REBAR IN THE TOP OF STEM MASONRY -MONOLITHIC -TWO (2) #4 REBAR IN THE BOTTOM OF FOOTING & ONE (1) #4 IN TOP OF STEM & VERTICAL BAR @ 48"OC -STEM WALL -TWO (2) #4 IN THE BOTTOM OF FOOTING & ONE (1) #4 IN STEM WALL & ONE (1) #4 VERTICAL BAR @ 48" OC 5. DIMENSION INTERIOR FOOTINGS AND PROVIDE MINIMUM REINFORCING OF ONE (1) # 4 REBAR IN INTERIOR BEARING FOOTINGS. 6. PROVIDE THE MINIMUM REINFORCING SPECIFIED ABOVE UNLESS THE SOIL REPORT OR STRUCTURAL CALCULATIONS SPECIFY ADDITIONAL REINFORCING REQUIREMENTS. 7. PROVIDE FOUNDATION DETAILS ON THE FOUNDATION PLAN SHEET OR ON A SEPARATE DETAIL SHEET. DETAILS SHALL BE CROSS-REFERENCED TO THE FOUNDATION PLANS. 8. LOCATE AND DETAIL ALL FOOTINGS FOR THE FOLLOWING: FIREPLACE GIRDER TRUSS BEARING LOCATIONS TURNDOWNS INTERIOR BEARING WALLS POSTS COLUMNS SUNKEN OR RAISED AREAS 9. ALL SLABS AND PADS, INCLUDING LANDINGS AT ALL DOORS SHALL BE SHOWN AND THEIR THICKNESS SPECIFIED. INDICATE THE SLOPES FOR EXTERIOR SLABS. 10. LOCATE AND SPECIFY ALL ANCHOR BOLT SPACING AND POST ANCHORS ON THE FOUNDATION PLAN. 11. ALL FOUNDATION HOLDDOWNS AND ANCHOR BOLT SPACING FOR SHEAR WALLS SHALL BE SPECIFIED, LOCATED AND DETAILED. 12. SHOW LOCATION OF UNDERGROUND RETURN AIR DUCTWORK ON THE FOUNDATION PLAN. FLOOR PLAN 1. LABEL ALL ROOMS AND SPACES, SHOW ALL DOORS. SHOW ENTIRE FLOOR PLAN. 2. PROVIDE ALL WINDOW SIZES AND TYPES, AND DESIGNATE THE OPERABLE PORTION OF WINDOWS AS WELL AS THE LOCATIONS OF TEMPERED GLASS (UBC SEC 2406.4). 3. SHOW COMPLIANCE WITH UBC SEC 1203.2 PROVIDING NATURAL LIGHT INTO ROOMS. 4. SHOW COMPLIANCE WITH UBC SEC 1203.3 PROVIDING NATURAL VENTILATION. 5. SHOW COMPLIANCE WITH UBC SEC 310.4 PROVIDING EGRESS FROM BEDROOMS OR BASEMENTS. SHOW MAXIMUM SILL HEIGHT OF 44". 6. PROVIDE ACCESS TO EACH SEPARATE ATTIC AND CRAWL SPACE. DESIGNATE LOCATIONS ON THE DRAWINGS. OPENINGS SHALL NOT BE LESS THAN 22"X30" THE LOCATION OF THE ATTIC ACCESS SHALL PROVIDE A MINIMUM OF 30" OF HEADROOM. UBC SEC 1505.1 7. COMPLY WITH SEC 302.4 EXCEPTION 3. PROVIDE 5/8" TYPE X GYPSUM BOARD ON ALL WALLS COMMON TO THE GARAGE AND HOUSE, AND ON ALL GARAGE BEARING WALLS AND CEILINGS. NOTE DOORS BETWEEN THE HOUSE AND THE GARAGE SHALL BE 1-3/8" SOLID CORE, SELF-CLOSING. 8. THE WALLS AND SOFFITS OF THE ENCLOSED SPACE UNDER STAIRS SHALL BE PROTECTED ON THE ENCLOSED SIDE WITH 5/8" TYPE X GYPSUM BOARD PER UBC SEC 1006.12 & 1006.13. 9. NOTE THAT SHOWER ENCLOSURES SHALL BE FINISHED WITH MOISTURE RESISTANT GYPSUM BOARD AND CERAMIC TILE OR EQUAL TO A HEIGHT OF 70" ABOVE THE DRAIN. UBC SEC 807.1.3. 10. 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. 11. 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 24" PER UBC SEC 2904. 12.DETAIL AND SPECIFY STAIR WIDTH, RISE AND RUN, LANDING WIDTH, HANDRAIL HEIGHTS, GUARDRAIL HEIGHT AND INTERMEDIATE RAIL SPACING. PER UBC SEC 1006 AND SEC 509. 13. FIREPLACES: -INDICATE FIREPLACE LOCATION, HEARTH SIZE AND MATERIALS -FOR FACTORY BUILT OR ZERO CLEARANCE FIREPLACES - PROVIDE CUT SHEET, MAKE, MODEL NUMBER AND THE APPROVAL NUMBER OF THE TESTING AGENCY (I.E. ICBO #). - FOR MASONRY FIREPLACES - SHOW CROSS SECTION 14. SHAFTS & LAUNDRY CHUTES SHALL COMPLY WITH UBC SEC 310.8 15. COMPLY WITH UBC SEC 1004.10 & 1006.7 FOR LANDINGS AT DOORS. 16. LOCATE AND IDENTIFY SHEAR WALL TYPES AND LOCATIONS - PROVIDE NAILING SCHEDULE. 17. IDENTIFY CEILING HEIGHTS IN ALL AREAS ON FLOOR PLAN. IF SLOPED CEILING NOTE AVERAGE HEIGHT. 18. APPLIANCES INSTALLED IN GARAGES SHALL BE MOUNTED ON PLATFORMS AT LEAST 18" ABOVE THE FLOOR. U.M.C. SEC. 308. 19. SHOW LOCATIONS OF SKYLIGHTS (DASHED LINES) ON FLOOR PLAN. PROVIDE ICBO # ON ALL SKYLIGHTS OVER 2'X4'. STRUCTURAL 1. SPECIFY DESIGN CRITERIA: 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, GLU-LAMS, LINTELS HEADERS, LEDGERS AND BLOCKING. 3. PROVIDE A HEADER SCHEDULE OR NOTE HEADER SIZES AT ALL BEARING OPENINGS ON FRAMING OR FLOOR PLANS. 4. SPECIFY LUMBER GRADE AND SPECIES / SPECIFY MANUFACTURER AND SERIES ON GLULAMS AND I JOISTS. 5. PROVIDE MANUFACTURERS CALCULATIONS AND DATA FOR PRE-FAB TRUSSES AND GLU-LAM BEAMS. TRUSS CALCS MUST BE SIGNED, DATED AND WET SEALED BY AN ENGINEER WHO IS REGISTERED IN ARIZONA. TRUSS CALCS SHALL BE CROSS-REFERENCED TO THE FLOOR PLANS. 6. SPECIFY LATERAL SUPPORT OF TRUSSES. 7. DETAIL GABLE END BRACING CONNECTIONS. 8. SPECIFY AND DETAIL ALL OVERFRAMING. IF SOLID SHEATHING IS USED ON THE LOWER TRUSSES, PROVIDE MINIMUM OPENINGS OF 22"X30" FOR ACCESS AND VENTILATION INTO OVER-FRAMED AREAS. IF SOLID SHEATHING IS NOT USED ON LOWER TRUSSES, PROVIDE DETAILS FOR BRACING OF TOP CHORD OF LOWER TRUSSES. 9. COMPLETELY DETAIL ALL CONNECTIONS AND CROSS REFERENCE TO THE FOUNDATION AND FRAMING PLANS: -TRUSS TO TOP PLATE - BEAM TO POST - POST TO SLAB - SILL TO SLAB, ANCHOR BOLT SIZES AND SPACING, POST TO SILL PLATE - LEDGERS TO MASONRY, LEDGERS TO FRAME, FRAME TO LEDGERS - JOIST TO LEDGER - HANGER TYPES - STRAPS - HOLD DOWN LOCATIONS AND TYPE - NAILING - CONTINUOUS LOAD PATH FOR SHEAR TRANSFER 10. NOTE AND DETAIL TIE STRAPS, FRAMING ANCHORS AND JOIST HANGERS BY TYPE, SIZE AND REQUIRED ATTACHMENT TO FRAMING MEMBERS. 11. 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. 12. SHOW DETAILS FOR ALL BEARING AND CRITICAL NON-BEARING CONDITIONS. 13. INDICATE AND NOTE POST SIZES, DOUBLE OR TRIPLE STUDS AND COORDINATE WITH FOUNDATION PLAN. 14. DETAIL ALL SHEAR CONNECTIONS FROM THE FOUNDATION TO THE ROOF PLYWOOD. 15. PROVIDE BRACING DETAILS AND NOTES FOR EXTERIOR FRAME WALLS AND MAIN CROSS-STUD PARTITIONS TO COMPLY WITH UBC SEC 2326.11.3. A MINIMUM PANEL WIDTH OF 48 INCHES IS REQUIRED TO EFFECTIVELY BRACE THE PARTITION. MAXIMUM ALLOWABLE VERTICAL DIAPHRAGM HEIGHT TO WIDTH RATIOS: PLYWOOD 3-1/2 TO 1, GYPSUM BOARD 2 TO 1 (PER UBC TABLE 23-I-I) (SEE ALSO UBC TABLE 25-I, 23-I-M-1,23-I-N-1&2, 23-I-O & 23-I-P, AND SECTION 2315.). 16. IF BRACING DOES NOT COMPLY WITH UBC SEC 2326.11.3, PROVIDE A LATERAL ANALYSIS OR ALTERNATE DESIGN TO BE REVIEWED BY THE PLANS EXAMINER. WIND FORCES FOR SINGLE STORY RESIDENCES SHALL USE 75 MPH, EXPOSURE B. TWO STORY RESIDENCES OR AREAS OF HIGHER WIND SHALL USE EXPOSURE C. 17. SPECIFY MAKE AND MODEL NUMBER OF ALL CONNECTORS AND HANGERS. 18. SPECIFY WEIGHT OF ROOF SYSTEM ITEMS...I.E. WEIGHT OF SELECTED TILE. PROVIDE ICBO EVALUATION REPORT NUMBER AND MANUFACTURER OF ALL CONCRETE OR CLAY -TYPE TILE ROOFING. 19. PROVIDE STAIRWAY CONNECTION DETAILS AND STRINGER SIZES. PRE FABRICATED METAL STAIR SHALL HAVE MANUFACTURER'S SPECIFICATIONS ATTACHED TO THE PLANS. ELEVATIONS 1. PROVIDE COMPLETE DRAWINGS OF ALL ELEVATIONS. INCLUDE PATIO COVERS, DECKS, FIREPLACES AND BAY WINDOWS. SHOW BUILDING HEIGHTS. 2. INDICATE ALL MATERIALS USED - STUCCO, CONCRETE BLOCK, GLASS BLOCK, ROOFING SYSTEMS, SIDING, VENEERS, ETC. 3. LOCATE EXTERIOR WALL BRACING, IF USED. UBC SEC 2326.11.3 4. NOTE AND SPECIFY A COMPLETE ROOFING SYSTEM: SPECIFY THE ROOFING TYPE, GRADE OF MATERIALS AND METHOD OF INSTALLATION. UBC SEC 1507. 5. NOTE AND SPECIFY ALL ROOF SLOPES. MINIMUM ROOF SLOPE 3/8" PER FOOT. UBC SEC 1506.1 AND LOCAL AMENDMENT. 6. NOTE AND SIZE ALL ROOF DRAINS OR SCUPPERS ON FLAT ROOFED AREAS. UBC SEC 1506 AND UPC APPENDIX D. 7. SHOW CALCULATION OF ATTIC VENTILATION AREA IN COMPLIANCE WITH UBC SEC 1505.3. NOTE LOCATION OF ALL VENTS NEEDED TO COMPLY. 8. NOTE AND DIMENSION THAT THE FIREPLACE CHIMNEY MUST TERMINATE A MINIMUM OF TWO FEET ABOVE ANY POINT OF A ROOF WITHIN TEN FEET MEASURED HORIZONTALLY. UBC TABLE 31 B. 9. NOTE GLASS IN HAZARDOUS AREAS AND ALL GLASS WITHIN 18" OF THE FLOOR SHALL BE SAFETY GLASS. UBC SEC 2406. 10. FOR VENEER, NOTE AND SPECIFY TYPE OF VENEER. PROVIDE DETAIL AND SPECIFY ANCHORING METHOD, BACKING, VAPOR BARRIER, AND SUPPORT. UBC SEC 1403. 11. FOR THINCOAT STUCCO SYSTEMS OVER FOAM BOARD, NOTE AND SPECIFY THE ICBO EVALUATION REPORT NUMBER, SYSTEM NAME AND MANUFACTURER. NOTE AND SPECIFY THE VAPOR BARRIER. 12. FOAM INSULATION - CLARIFY YOUR COMPLIANCE WITH UBC SEC 2602 ON THE MAIN WALLS AND THOSE WALLS TO THE ATTIC. SECTIONS - DETAILS - MISCELLANEOUS NOTES 1. ON STANDARD DETAIL SHEETS, CROSS-OUT ALL DETAILS THAT DO NOT APPLY OR ARE NOT USED. 2. PROVIDE A BUILDING CROSS SECTION. MORE THAN ONE MAY BE REQUIRED TO CLEARLY ILLUSTRATE HOW THE STRUCTURE IS BUILT. 3. CROSS - SECTIONS SHALL BE CROSS-REFERENCED TO THE FLOOR PLAN AND FRAMING PLANS. 4. SPECIFY FOUNDATION GRADE REDWOOD OR PRESSURE TREATED WOOD SILL PLATES. UBC SEC 2317.4. 5. NOTE AND SPECIFY THE SIZE, SPACING AND LENGTH OF EMBEDMENT OF ANCHOR BOLTS FOR SILL PLATES, TOP PLATES AND LEDGERS. 6. NOTE AND SPECIFY ALL LEDGERS AND CONNECTIONS TO WOOD - FRAME OR MASONRY. 7. DETAIL AND NOTE ALL MASONRY WALL REINFORCEMENT. UBC CH.21 8. MASONRY WALLS SHALL BE ANCHORED TO FLOORS AND ROOFS WHICH PROVIDE LATERAL SUPPORT FOR THE WALL. DETAIL A POSITIVE DIRECT CONNECTION CAPABLE OF RESISTING THE HORIZONTAL FORCES. SEE UBC SEC 2109. 9. DETAIL MASONRY FIREPLACES: PROVIDE DIMENSIONED AND NOTED SECTIONS AND FIREBOX PLAN. STATE FLUE SIZE, DIMENSION HEARTH WIDTH, AND REINFORCING. NOTE AND DETAIL ANCHORAGE TIE STRAPS FASTENED TO A MINIMUM OF FOUR JOISTS WITH 2-1/2" BOLTS EMBEDDED INTO MASONRY AND ENGAGING THE OUTER REINFORCING BARS WITH A SIX INCH HOOKED EXTENSION. PLUMBING PLAN 1. NOTE AND SPECIFY ALL PIPING MATERIALS. 2. PROVIDE AN ISOMETRIC DRAWING OF WASTE LINES.SHOW SIZES OF WASTE LINES, VENTS AND REQUIRED CLEANOUTS. 3. GAS: PROVIDE THE LENGTH OF LINE TO EACH APPLIANCE, BTU DEMAND OF EACH APPLIANCE, SIZE OF EACH BRANCH, TOTAL DEMAND AND SIZE OF THE METER. 4. WATER LINES: PROVIDE TOTAL FIXTURE DEMAND AND MAXIMUM DEVELOPED LENGTH (UBC SEC. 610, TABLE 6-3 AND 6-4). 5. NOTE ON PLAN COMPLIANCE WITH WATER CONSERVATION; WATER CLOSETS 1.6 GALLONS PER FLUSH, SINKS AND SHOWERHEADS 3 GALLONS PER MINUTE. UPC CH.15 W/LOCAL MODIFICATIONS. 6. A BACKWATER VALVE SHALL PROTECT DRAINAGE PIPING SERVING FIXTURES WHICH HAVE FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER OF THE PUBLIC SEWER, FROM BACKFLOW OF SEWAGE. NOTE AND SPECIFY ON THE PLANS THE LOCATION AND TYPE. UPC SEC 710.0. 7. PLUMBING VENTS SHALL BE A MINIMUM OF 10 FEET AWAY FROM ALL AIR INTAKES. (UPC 906.2) 8. PROVIDE PRESSURE AND TEMPERATURE RELIEF VALVE AT WATERHEATER (UPC SEC. 608.3) 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. PER. U.P.C. 410.7 MECHANICAL 1. THE DWELLING MUST BE PROVIDED WITH HEATING CAPABLE OF MAINTAINING A ROOM TEMPERATURE OF 70 DEGREES AT A POINT THREE FEET ABOVE THE FLOOR. UBC SEC 310.11 2. SHOW EXHAUST FAN LOCATIONS FOR BATHROOMS, WATER CLOSET COMPARTMENTS, AND LAUNDRY ROOMS IN LIEU OF OPERABLE WINDOWS. UBC SEC 1203 3. GAS APPLIANCES SHALL COMPLY WITH UMC CH.7 COMBUSTION AIR REQUIREMENTS. DETAIL HOW THIS IS ACHIEVED. 4. 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 CONDENSE DRAIN. UMC SEC 319 & 310. 5. SHOW SIZES OF RETURN AIR AND SUPPLY AIR DUCTS. ELECTRICAL 1. NOTE ON PLANS THAT ALL ELECTRICAL WORK SHALL COMPLY WITH 1996 NEC. 2. NOTE THE LOCATION, TYPE AND AMPACITY OF THE PANEL, NOTE THE GROUNDING AND BONDING METHOD. 3. DESIGNATE THE LOCATION OF ALL REQUIRED LIGHT FIXTURES, RECEPTACLE OUTLETS, POWER OUTLETS AND SWITCHES. 4. AT LEAST ONE WALL SWITCH CONTROLLED LIGHT OR OUTLET MUST BE PROVIDED IN BATHROOMS, HALLWAYS, STAIRWAYS, ATTACHED GARAGES, OUTDOOR ENTRANCES OR EXITS AND ALL HABITABLE ROOMS. (N.E.C. ART.210-70.) 5. PROVIDE AN EXTERIOR OUTLET AT GRADE LEVEL LOCATED AT BOTH THE FRONT AND THE BACK OF THE DWELLING.( N.E.C. ART. 210-52(e).) THESE OUTLETS SHALL BE GFI PROTECTED. (N.E.C. ART. 210-8(a)(3).) 6. RECEPTACLE OUTLETS SHALL BE PROVIDED AT EACH KITCHEN COUNTER SPACE WIDER THAN 12 INCHES AND SHALL BE INSTALLED SO THAT NO POINT ALONG THE WALL LINE IS MORE THAN 24 INCHES FROM A RECEPTACLE OUTLET. (N.E.C. ART. 210-52(c)(1).) G.F.C.I. PROTECTION REQUIRED. 7. ISLAND OR PENINSULA COUNTER TOPS SHALL HAVE AT LEAST ONE RECEPTACLE OUTLET AT EACH COUNTER SPACE WITH A LONG DIMENSION OF 24 IN OR GREATER AND A SHORT DIMENSION OF 12 IN OR GREATER.( N.E.C ART.210-52(c)(2)(3)& EXCEPTION.) G.F.C.I. PROTECTION REQUIRED. 8. A RECEPTACLE OUTLET SHALL BE PROVIDED ADJACENT TO THE BASIN IN EACH BATHROOM. (N.E.C. ART.210-52). BATHROOM OUTLETS SHALL BE ON A SEPARATE 20 AMP CIRCUIT WITH NO OTHER OUTLETS (NEC ART. 210-52(d)). G.F.C.I. PROTECTION REQUIRED. 9. ALL RECEPTACLE OUTLETS IN BATHROOMS, KITCHENS, UNFINISHED BASEMENTS, GARAGES OR CARPORTS, AT GRADE LEVEL AND WITHIN SIX FEET OF A WET BAR OR KITCHEN SINK SHALL HAVE GROUND FAULT CIRCUIT INTERRUPTING PROTECTION. NOTE ON THE DRAWINGS AT EACH OUTLET REQUIRING SUCH PROTECTION. (N.E.C. ART. 210-8.) 10. NOTE THAT TWO OR MORE 20 AMP SHALL APPLIANCE CIRCUITS SHALL BE PROVIDED TO SERVE THE KITCHEN, BREAKFAST ROOM AND DINING ROOM. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. (N.E.C. ART.210-52.) 11. NOTE THAT AT LEAST ONE 20 AMP BRANCH CIRCUIT SHALL BE INSTALLED TO SERVE THE LAUNDRY ROOM AND THIS CIRCUIT SHALL HAVE NO OTHER OUTLETS. LIGHTING ON THIS CIRCUIT NOT ALLOWED.( N.E.C. 210-52(f) AND 220-4(c).) 12. INDICATE THE LOCATION OF ALL AIR CONDITIONING AND HEATING UNITS, AIR HANDLERS, COMPRESSORS AND DISCONNECTS. 13. INDICATE LOCATION OF CONVENIENCE OUTLET AND LIGHT SWITCH FOR ATTIC HEATING AND AIR CONDITIONING EQUIPMENT. (N.E.C. ART 210- 63&70(c). M.E.C. 309.1.) 14. WHERE CEILING FANS ARE SHOWN ON THE PLANS, PROVIDE A NOTE INDICATING THAT ONLY APPROVED OUTLET BOXES SHALL BE USED. (N.E.C. ART 370-27(c).) 15. NOTE THAT LIGHT FIXTURES IN CLOTHES CLOSETS SHALL BE INSTALLED IN ACCORDANCE WITH (N.E.C. 410-8(d).) 16. NOTE THAT LIGHT FIXTURES IN TUB AND SHOWER AREAS SHALL BE INSTALLED IN ACCORDANCE WITH (N.E.C. 410-4(a)&(d). 17. ELECTRICAL LOAD CALCULATIONS ARE REQUIRED WITH MORE THAN 4 CIRCUITS. 18. SUBMIT PANEL SCHEDULE SHOWING CIRCUIT AMPACITY, WIRE SIZES, PANEL SIZE AND CIRCUIT NUMBERS. 19. SUBMIT ELECTRICAL RISER DIAGRAM. 20. SHOW LOCATION OF SMOKE DETECTORS PER U.B.C. 310.9. NOTE THAT ALL SMOKE DETECTORS MUST HAVE A POWER SOURCE FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. MISCELLANEOUS 1. PROVIDE MODEL ENERGY CALCULATIONS. 2. CALL OUT ON THE PLANS THE R-VALUES OF INSULATION, AS WELL AS THE U-VALUES OF THE WINDOWS IN CONFORMANCE WITH THE M.E.C. CALC'S PROVIDED. IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT YOUR ASSIGNED PLANS EXAMINER: TERRY STEVENS: @ 791-5550 EXT. 112 |
| 12/04/2000 | CBUFORD | WWM | REVIEW | Approved |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 12/15/2000 | CLAUDIA BUFORD | REJECT SHELF | Completed |
| 12/15/2000 | CLAUDIA BUFORD | APPROVAL SHELF | Completed |
| 12/15/2000 | CLAUDIA BUFORD | OUT TO CUSTOMER | Completed |