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Permit Review Detail
Review Status: Completed
Review Details: RESIDENTIAL BLDG/ZONING
Permit Number - T02CM03929
Review Name: RESIDENTIAL BLDG/ZONING
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 08/20/2002 | PETER MCLAUGHLIN | ZONING | REVIEW | Approved | |
| 08/20/2002 | PETER MCLAUGHLIN | NPPO | REVIEW | Passed | |
| 09/09/2002 | REYES ARVAYO | BUILDING-RESIDENTIAL | REVIEW | Denied | PLAN CHECK COMMENTS - PROJECT #T02CM03929 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. LIST THE SQUARE FOOTAGES FOR ALL THE FOLLOWING AREAS SEPARATELY ON THE DRAWINGS: - LIVABLE AREA - GARAGE - PORCH/PATIO COVERS - DECKS 5. 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. SITE PLAN: (NOT REQUIRED FOR MODEL PLANS) 1. PROVIDE A SITE PLAN INDICATING THE LOCATION OF ALL STRUCTURES ON YOUR PROPERTY. 2. PROVIDE DIMENSIONS FROM ALL STRUCTURES TO PROPERTY LINES, AND SHOW DISTANCES BETWEEN ALL STRUCTURES. 3. INDICATE DIMENSIONS OF ALL PROPERTY LINES AND EASEMENTS. 4. SHOW ALL DRIVEWAYS, SIDEWALKS, STEPS AND FENCES. 5. INDICATE THE LOCATION OF GAS, WATER, ELECTRIC AND SEWER OR SEPTIC LINE ON THE PROPERTY, AND WHERE THEY ENTER THE BUILDING. PROVIDE THE LOCATION OF YOUR WATER METER AND SEPTIC SYSTEM IF IT EXISTS. 6. IDENTIFY THE NAME OF THE SUBDIVISION AND LOT NUMBER. PROVIDE LOT AREA SQUARE FEET. 7. PROVIDE ZONING FLOOR PLANS: 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 PER R308.4. 3. SHOW COMPLIANCE WITH R303.1 PROVIDING NATURAL LIGHT INTO ROOMS (8%). 4. SHOW COMPLIANCE WITH R303.1 PROVIDING NATURAL VENTILATION (4%). 5. 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. 6. 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. 7. 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 8. THE WALLS AND SOFFITS OF THE ENCLOSED SPACE UNDER STAIRS SHALL BE PROTECTED ON THE ENCLOSED SIDE WITH ½" GYPSUM BOARD PER R314.8. 9. 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 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 R307.2 (FIGURE). 12. DETAIL AND SPECIFY STAIR WIDTH (MINIMUM 36"), RISE AND RUN (MINIMUM 10" TREAD DEPTH AND 7 ¾" MAXIMUM RISER HEIGHT PER R314), LANDING WIDTH (PER R312), HANDRAIL HEIGHTS (PER R315), GUARDRAIL HEIGHT (PER R316) AND INTERMEDIATE RAIL SPACING (PER R316). 13. FIREPLACES: - INDICATE FIREPLACE LOCATION, HEARTH SIZE AND MATERIALS, PER R1003.10 OR R1004.2 - FOR FACTORY BUILT OR ZERO CLEARANCE FIREPLACES, PROVIDE CUT SHEETS, MAKE, MODEL NUMBER AND THE APPROVAL NUMBER OF THE APPROVED TESTING AGENCY (IE: ICBO #), PER R1002 ALL SHALL COMPLY WITH UL127. - FOR MASONRY FIREPLACES, SHOW CROSS-SECTION, PER R100. 14. LOCATE AND IDENTIFY SHEAR WALL TYPES AND LOCATIONS. PROVIDE NAILING SCHEDULE. 15. IDENTIFY CEILING HEIGHTS IN ALL AREAS ON FLOOR PLAN. IF SLOPED CEILING, NOTE AVERAGE HEIGHT. 16. APPLIANCES INSTALLED IN GARAGES SHALL BE MOUNTED ON PLATFORMS AT LEAST 18" ABOVE THE FLOOR, PER M1307.3 17. SHOW LOCATIONS OF SKYLIGHTS (DASHED LINES) ON FLOOR PLAN. PROVIDE ICBO # ON ALL SKYLIGHTS OVER 2' BY 4'. 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. 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: - 16" MINIMUM; WOOD FRAME - 19" MINIMUM; HOLLOW CONCRETE/MASONRY - 22" MINIMUM; SOLID FULLY GROUTED/MASONRY 5. PROVIDE NOTE ON THE DRAWING INDICATING THAT PRE-STRESSED OR POST-TENSIONED SLABS SHALL BE LABELED IN TWO PLACES, PER LOCAL POLICY: - CONCRETE SLAB - CENTER OF GARAGE DOOR - MAIN WATER SHUT OFF VALVE - METAL TAG INDICATING POST -TENSIONED 6. LOCATE AND DETAIL ALL FOOTINGS FOR THE FOLLOWING: - FIREPLACE - GIRDER TRUSS BEARING LOCATIONS - TURNDOWNS - INTERIOR BEARING WALLS - POSTS - COLUMNS - SUNKEN OR RAISED AREAS 7. ALL SLABS AND PADS, INCLUDING LANDINGS AT ALL DOORS, SHALL BE SHOWN AND THEIR THICKNESS SPECIFIED. INDICATE THE SLOPE FOR EXTERIOR SLABS, PER R312. 8. LOCATE AND SPECIFY ALL ANCHOR BOLT SPACING AND POST ANCHORS ON THE FOUNDATION PLAN. 9. ALL FOUNDATION HOLD-DOWNS AND ANCHOR BOLT SPACING FOR SHEAR WALLS SHALL BE SPECIFIED AND LOCATED. STRUCTURAL PLANS: 1. SPECIFY DESIGN CRITERIA ON PLANS. 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, GLULAMS, LINTELS, HEADERS, LEDGERS AND BLOCKING. 3. SPECIFY LUMBER GRADE AND SPECIES. SPECIFY MANUFACTURER AND SERIES ON GLULAMS AND "I" JOISTS. 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. 5. SPECIFY LATERAL SUPPORT OF TRUSSES. 6. DETAIL GABLE END BRACING CONNECTIONS. 7. SPECIFY AND DETAIL ALL OVER FRAMING. 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.). IF SOLID SHEATHING IS NOT USED ON LOWER TRUSSES, PROVIDE DETAILS FOR BRACING OF TOP CHORD OF LOWER TRUSSES. 8. COMPLETELY DETAIL ALL CONNECTIONS AND CROSS-REFERENCE TO THE FOUNDATION AND FRAMING PLANS: - TRUSSES 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 9. NOTE AND DETAIL TIE STRAPS FRAMING ANCHORS AND JOIST HANGERS BY TYPE, SIZE AND REQUIRED ATTACHMENT TO FRAMING MEMBERS. 10. 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. 11. SHOW DETAILS FOR ALL BEARING AND CRITICAL NON-BEARING CONDITIONS. 12. INDICATE AND NOTE POST SIZES, DOUBLE OR TRIPLE STUDS, AND COORDINATE WITH FOUNDATION PLAN. 13. DETAIL ALL SHEAR CONNECTIONS FROM THE FOUNDATION TO THE ROOF PLYWOOD. 14. 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". 15. 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. 16. PROVIDE STAIRWAY CONNECTION DETAILS AND STRINGER SIZES. PRE-FABRICATED METAL STAIR SHALL HAVE MANUFACTURER'S SPECIFICATIONS ATTACHED TO PLANS. SECTIONS - DETAILS - MISC. NOTES: 1. ON STANDARD DETAIL SHEETS, CROSS-OUT ALL DETAILS THAT DO NOT APPLY OR WERE NOT USED. 2. PROVIDE A BUILDING CROSS-SECTION. MORE THAN ONE MAY BE REQUIRED TO CLEARLY ILLUSTRATE HOW THE STRUCTURE IS BUILT. 3. WOOD SILL PLATES SHALL BE FOUNDATION GRADE REDWOOD OR PRESSURE-TREATED WOOD PER R324. 4. NOTE AND SPECIFY THE SIZE, SPACING AND LENGTH OF ANCHOR BOLTS FOR SILL PLATES, TOP PLATES AND LEDGERS. 5. NOTE AND SPECIFY ALL LEDGERS AND CONNECTIONS TO WOOD, FRAME OR MASONRY. 6. DETAIL AND NOTE ALL MASONRY WALL REINFORCEMENT PER R606.11.2.2.3. 7. 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 R606.11.2.2.1. 8. 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 JOINTS WITH 2-1/2" BOLTS EMBEDDED INTO MASONRY AND ENGAGING THE OUTER REINFORCING BARS WITH A 6" HOOKED EXTENSION. SEE TABLE AND FIGURE R1003.1. 9. CROSS-SECTIONS SHALL BE CROSS-REFERENCED TO THE FLOOR PLAN AND FRAMING 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. NOTE AND SPECIFY A COMPLETE ROOFING SYSTEM: ROOFING TYPE, GRADE OF MATERIALS AND METHOD OF INSTALLATION PER R905. 4. NOTE AND SPECIFY ALL ROOF SLOPES APPROPRIATE TO MATERIAL (SEE R905). 5. NOTE AND SIZE ALL ROOF DRAINS OR SCUPPERS ON FLAT-ROOFED AREAS PER R903.4. 6. SHOW CALCULATION OF ATTIC VENTILATION AREA IN COMPLIANCE WITH R806.2. NOTE LOCATION OF ALL VENTS NEEDED TO COMPLY. 7. NOTE AND DIMENSION THAT THE FIREPLACE CHIMNEY MUST TERMINATE A MINIMUM OF 2' ABOVE ANY POINT OF ROOF WITHIN 10' MEASURED HORIZONTALLY AND NOT LESS THAN 3' ABOVE THE POINT WHERE THE CHIMNEY PASSES THROUGH THE ROOF, PER R1001.6 8. 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. 10. 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. 11. FOAM INSULATION: CLARIFY YOUR COMPLIANCE WITH R318 ON THE MAIN WALLS AND THOSE WALLS TO THE ATTIC PER R318.2.3. PLUMBING PLANS: 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 & 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 5. NOTE ON PLAN COMPLIANCE WITH WATER CONSERVATION; WATER CLOSETS 1.6 GALLONS PER FLUSH, SINKS AND SHOWERHEADS 3 GALLONS PER MINUTE. 6. DRAINAGE PIPING SERVING FIXTURES WHICH HAVE FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION OF THE NEXT UPSTREAM MAN HOLE COVER OF THE PUBLIC SEWER, SHALL BE PROTECTED FROM BACKFLOW OF SEWAGE BY A BACKWATER VALVE. NOTE AND SPECIFY ON PLANS THE LOCATION AND TYPE 7. PLUMBING VENTS SHALL BE A MINIMUM OF 10 FEET AWAY FROM ALL AIR INTAKES. 8. PROVIDE PRESSURE AND TEMPERATURE RELIEF VALVE AT WATER HEATER. 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. MECHANICAL PLANS: 1. NOTE ON PLANS: MECHANICAL SHALL COMPLY WITH CHAPTERS 12 - 24 2000 IRC. 2. THE DWELLING MUST BE PROVIDED WITH HEATING CAPABLE OF MAINTAINING A ROOM TEMPERATURE OF 68 DEGREES AT A POINT 3' ABOVE THE FLOOR PER R303.6. 3. SHOW EXHAUST FAN LOCATIONS FOR BATHROOMS, WATER CLOSET COMPARTMENTS AND LAUNDRY ROOMS IN LIEU OF OPERABLE WINDOWS, PER R303.3 4. GAS APPLIANCES SHALL COMPLY WITH CHAPTER 17 COMBUSTION AIR REQUIREMENTS. DETAIL HOW. 5. 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. NOTE ON PLANS: ELECTRICAL WORK SHALL COMPLY WITH CHAPTERS 33 - 42, 2000 IRC. 2. NOTE THE LOCATION, TYPE AND AMPERAGE OF THE PANEL. NOTE THE GROUNDING AND BONDING METHOD. 3. DESIGNATE THE LOCATION AND CIRCUIT OF ALL REQUIRED LIGHT FIXTURES, RECEPTACLE OUTLETS, POWER OUTLETS AND SWITCHES. PROVIDE A PANEL SCHEDULE NOTING CIRCUIT NUMBER AND SIZE ALONG WITH A GENERAL DESCRIPTION. 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 PER E3801. 5. 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. 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 7. ISLAND OR PENINSULA COUNTER TOPS SHALL HAVE AT LEAST ONE RECEPTACLE OUTLET AT EACH COUNTER SPACE WITH A LONG DIMENSION OF 24" OR GREATER, AND A SHORT DIMENSION OF 12" OR GREATER, PER E3801.4.2 AND E3802.4.3. 8. A RECEPTACLE OUTLET SHALL BE PROVIDED ADJACENT TO THE BASIN IN EACH BATHROOM, PER E3801.6. BATHROOM OUTLETS SHALL BE ON A SEPARATE 20 AMP CIRCUIT WITH NO OTHER OUTLETS, PER E33603.4. 9. 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. 10. NOTE THAT TWO OR MORE 2OAMP SMALL APPLIANCE CIRCUITS SHALL BE PROVIDED TO SERVE ALL RECEPTACLE OUTLETS IN THE KITCHEN, BREAKFAST ROOM AND DINING ROOM. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS, PER E3603.2 AND E3801.3-4.5. 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, PER E33603.3 AND 3801.8. 12. INDICATE THE LOCATION OF ALL AIR CONDITIONING AND HEATING UNITS, AIR HANDLERS, COMPRESSORS AND DISCONNECTS. 13. INDICATE THE LOCATION OF CONVENIENCE OUTLET AND LIGHT SWITCH FOR ATTIC HEATING AND AIR CONDITIONING EQUIPMENT PER E3801.11 AND E3803.4. 14. WHERE CEILING FANS ARE SHOWN ON THE PLANS, PROVIDE A NOTE INDICATING ONLY APPROVED OUTLET BOXES SHALL BE USED, PER E4001.6. 15. NOTE THAT LIGHT FIXTURES IN CLOTHES CLOSETS SHALL BE INSTALLED IN ACCORDANCE WITH E3903.11. 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" 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. CLARIFY THE LOCATION AND ACCESS TO THE SUB-PANEL. 21. 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: REYES ARVAYO @ 791-5550 EXT. 1113 Y |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 09/11/2002 | TAMI ACHONG | OUT TO CUSTOMER | Completed |