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Permit Review Detail

Permit Number: T03CM02280
Parcel: 117042620

Address:
226 E 5TH ST

Review Status: Completed

Review Details: RESIDENTIAL BLDG/ZONING/ENGINE/WWM

Permit Number - T03CM02280
Review Name: RESIDENTIAL BLDG/ZONING/ENGINE/WWM
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
06/13/2003 MICHAEL ST. PAUL ZONING REVIEW Approved
06/13/2003 MICHAEL ST. PAUL NPPO REVIEW Passed
06/13/2003 TERRY STEVENS BUILDING-RESIDENTIAL REVIEW Denied PLAN CHECK COMMENTS - PROJECT #T03CM002280

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.

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.

.

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. FOOTING WIDTHS FOR ONE-STORY, PER TABLE R403.1: SO.ELEVATION


- 19" MINIMUM; HOLLOW CONCRETE/MASONRY
- 22" MINIMUM; SOLID FULLY GROUTED/MASONRY


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


5. 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

6. SHOW VENTING AT W/D

7. SHOW RELIEF VALVE TERMINATION POINT

8. REQUIRES 2 WAY CLEANOUT AT EXISTING 3" SEWER


9.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).






STRUCTURAL PLANS:

1. 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.

2. 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

3. SHOW DETAILS FOR ALL BEARING AND CRITICAL NON-BEARING CONDITIONS.


SECTIONS - DETAILS - MISC. NOTES:

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

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

3. DETAIL AND NOTE ALL MASONRY WALL REINFORCEMENT PER R606.11.2.2.3.

4. 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.


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. NOTE ON PLAN COMPLIANCE WITH WATER CONSERVATION; WATER CLOSETS 1.6 GALLONS PER FLUSH, SINKS
AND SHOWERHEADS 3 GALLONS PER MINUTE.

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

5. 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 CITY OF TUCSON HAS NOT ADOPTED THE PLUMBING SECTION OF THE IRC 2OOO. THE CURRENT CODE BEING USED IS THE 1994 UPC WITH THE STATE AMENDMENTS. ALL PLANS MUST REFERENCE TO THIS CODE.


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. 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.

3.. 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.

4. 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.

5. 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. 20. 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.



IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT YOUR ASSIGNED PLANS EXAMINER:
DAVE THOMAS @ 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.

ADDITIONAL PLAN CHECK COMMENTS
1. NOTE ON PLANS: GLASS IN HAZARDOUS AREAS, ALL GLASS WITHIN 18" OF THE FLOOR AND WINDOWS WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF A DOOR SHALL BE SAFETY GLASS. UBC SEC 2406.

2. PROVIDE COMPLETE PLANS AND CAL'CS FOR POST TENSION WALL SYSTEM BY STRUCTURAL ENGINEER REGISTERED IN THE STATE OF ARIZONA.
06/16/2003 GERRY KOZIOL WWM REVIEW Approved
07/01/2003 ELIZABETH EBERBACH ENGINEERING REVIEW Approved

Final Status

Task End Date Reviewer's Name Type of Review Description
08/04/2003 LISA LESNY OUT TO CUSTOMER Completed
08/04/2003 ANGIE SHOFFSTALL REJECT SHELF Completed