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Permit Number: T03CM02654
Parcel: 106010840

Review Status: Completed

Review Details: RESIDENTIAL BLDG/WWM

Permit Number - T03CM02654
Review Name: RESIDENTIAL BLDG/WWM
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
09/26/2003 GERRY KOZIOL WWM REVIEW Approved
10/03/2003 Christy Foreman BUILDING-RESIDENTIAL REVIEW Denied PLAN CHECK COMMENTS - PROJECT #T03CM026454
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.

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.


FOUNDATION PLANS: (IF FOOTINGS, SLAB, AND WALLS ARE EXISTING , PLEASE CLARIFY.)

1. ALL SLABS AND PADS, INCLUDING LANDINGS AT ALL DOORS, SHALL BE SHOWN AND THEIR THICKNESS
SPECIFIED. INDICATE THE SLOPE FOR EXTERIOR SLABS, PER R312.

2. LOCATE AND SPECIFY ALL ANCHOR BOLT SPACING AND POST ANCHORS ON THE FOUNDATION PLAN.

3. ALL FOUNDATION HOLD-DOWNS AND ANCHOR BOLT SPACING FOR SHEAR WALLS SHALL BE SPECIFIED AND
LOCATED.

FLOOR PLANS:

1. NEED TO DIMENSION LOCATION OF WINDOWS IN THE FRAMED WALL. PROVIDE TYPES OF WINDOWS.

2. SHOW COMPLIANCE WITH R310 PROVIDING EGRESS FROM BEDROOMS.

- MAXIMUM SILL HEIGHT OF 44"

3. 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


4. LOCATE AND IDENTIFY SHEAR WALL TYPES AND LOCATIONS. PROVIDE NAILING SCHEDULE.

5. IDENTIFY CEILING HEIGHTS IN ALL AREAS ON FLOOR PLAN. IF SLOPED CEILING, NOTE AVERAGE HEIGHT.

STRUCTURAL PLANS: LABEL EXISTING WALLS IF THIS IS A GARAGE. MUST DETAIL WALLS IF THIS IS A CARPORT ENCLOSURE.

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.

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.

ELEVATIONS:

1. PROVIDE COMPLETE DRAWINGS OF ALL ELEVATIONS. 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. NOTE GLASS IN HAZARDOUS AREAS SHALL BE SAFETY GLASS PER R308.4.

7. 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. PROVIDE A BUILDING CROSS-SECTION. MORE THAN ONE MAY BE REQUIRED TO CLEARLY ILLUSTRATE HOW
THE STRUCTURE IS BUILT.

2. WOOD SILL PLATES SHALL BE FOUNDATION GRADE REDWOOD OR PRESSURE-TREATED WOOD PER R324.

3. NOTE AND SPECIFY THE SIZE, SPACING AND LENGTH OF ANCHOR BOLTS FOR SILL PLATES, TOP PLATES AND
LEDGERS.

4. NOTE AND SPECIFY ALL LEDGERS AND CONNECTIONS TO WOOD, FRAME OR MASONRY.

5. CROSS-SECTIONS SHALL BE CROSS-REFERENCED TO THE FLOOR PLAN AND FRAMING PLANS.

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. PLUMBING VENTS SHALL BE A MINIMUM OF 10 FEET AWAY FROM ALL AIR INTAKES.

7. PROVIDE PRESSURE AND TEMPERATURE RELIEF VALVE AT WATER HEATER.

8. 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.

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. 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.

5. 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


6. 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.

7. 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.

8. 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.

9. INDICATE THE LOCATION OF ALL AIR CONDITIONING AND HEATING UNITS, AIR HANDLERS, COMPRESSORS
AND DISCONNECTS.

10. NOTE THAT LIGHT FIXTURES IN CLOTHES CLOSETS SHALL BE INSTALLED IN ACCORDANCE WITH E3903.11.

11. 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"

12. ELECTRICAL LOAD CALCULATIONS ARE REQUIRED WITH MORE THAN 4 CIRCUITS.

13. SUBMIT PANEL SCHEDULE SHOWING CIRCUIT AMPACITY, WIRE SIZES, PANEL SIZE AND CIRCUIT NUMBERS.

14. SUBMIT ELECTRICAL RISER DIAGRAM.

15. CLARIFY THE LOCATION AND ACCESS TO THE SUB-PANEL.

16. 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:
CHRISTY FOREMAN @ 791-5550 EXT. 1113


NOTE: AS OF 2-02-01 THE CITY OF TUCSON HAS ADOPTED THE 2000 IRC EXCEPT FOR THE PLUMBING PORTION WHICH IS THE STATE PLUMBING CODE. ALL MODEL PLANS SHALL BE REFERENCE TO THE PREVIOUSLY MENTIONED CODES.

Final Status

Task End Date Reviewer's Name Type of Review Description
10/08/2003 CINDY AGUILAR OUT TO CUSTOMER Completed
10/06/2003 ANGIE SHOFFSTALL REJECT SHELF Completed