Microfiche records prior to 2006 have not been completely digitized and may not be available yet on PRO. If you cannot find what you are looking for please submit a records request.

The login landing page when selecting 'View' is still occurring and is still pending further investigation. 

Permit Review Detail

Permit Number: T05CM04934
Parcel: 136254090

Review Status: Completed

Review Details: RESIDENTIAL BLDG/WWM

Permit Number - T05CM04934
Review Name: RESIDENTIAL BLDG/WWM
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
11/17/2005 DAVE WITT BUILDING-RESIDENTIAL REVIEW Denied PLAN CHECK COMMENTS - PROJECT #T05CM04934

11/17/05 344 S. JESSICA AVE.

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

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:

1. THE NORTH / SOUTH DIMENSIONS ON THE LEFT (12'+6') DON'T EQUAL THE NORTH / SOUTH DIMENSION ON THE RIGHT (19'). PLEASE CLARIFY.

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 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. PROVIDE FOOTINGS FOR THE WALLS.

3. NOTE AND DETAIL MINIMUM REINFORCING, OR PROVIDE CODE JUSTIFICATION OF ALTERNATE:

4. ARE ANY OF THESE WALLS TO BE RETAINING OR RESTRAINING WALLS? IF SO, HOW MUCH?

5. PROVIDE FOOTING FOR THE STAIRS.

6. PROVIDE THE FOOTINGS FOR THE COLUMNS ON THE FOUNDATION PLAN.
FLOOR PLANS:

1. PROVIDE A FLOOR PLAN. IS THE LOWER LEVEL A ROOM? IF SO, NAME THE ROOM. SHOW THE ADJACENT ROOM(S).

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. THE WALLS AND SOFFITS OF THE ENCLOSED SPACE UNDER STAIRS SHALL BE PROTECTED ON THE ENCLOSED
SIDE WITH ½" GYPSUM BOARD PER R314.8.

7. DETAIL AND SPECIFY STAIR WIDTH (MINIMUM 36" R311.5.1), RISE AND RUN (MINIMUM 10" TREAD DEPTH PER R311.5.3.1 AND 7 ¾" MAXIMUM RISER HEIGHT PER R311.5.3.2), LANDING WIDTH (PER R311.5.4), HANDRAIL HEIGHTS (PER R311.5.6), GUARDRAIL HEIGHT (PER R312.1) AND INTERMEDIATE RAIL SPACING (PER R312.2).

8. LOCATE AND IDENTIFY SHEAR WALL TYPES AND LOCATIONS, IF THE WALLS ARE FRAME WALLS. PROVIDE NAILING SCHEDULE.

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

10. PROVIDE THE DIMENSIONS TO LOCATE THE EXISTING AND PROPOSED COLUMNS.

11. INDICATE THE LOCATIONS OF THE CROSS SECTIONS.

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. COMPLETELY DETAIL ALL CONNECTIONS AND CROSS-REFERENCE TO THE FOUNDATION AND FRAMING
PLANS:
- RAFTER/JOIST TO TOP PLATE
- BEAM TO POST/COLUMN
- POST/COLUMN TO SLAB

8. ON THE FLOOR FRAMING PLAN, NOTE AND DETAIL DOUBLE JOISTS, 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.

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

10. INDICATE AND NOTE POST SIZES, DOUBLE OR TRIPLE STUDS, AND COORDINATE WITH FOUNDATION PLAN.

11. DETAIL ALL SHEAR CONNECTIONS FROM THE FOUNDATION TO THE ROOF PLYWOOD.

12. PROVIDE STAIRWAY CONNECTION DETAILS AND STRINGER SIZES. PRE-FABRICATED METAL STAIR SHALL
HAVE MANUFACTURER'S SPECIFICATIONS ATTACHED TO PLANS.

13. PROVIDE THE MANUFACTURER, SERIES, AND SPACING OF THE T.J.I.s .


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 GLASS IN HAZARDOUS AREAS SHALL BE SAFETY GLASS PER R308.4.

6. FOR VENEER, NOTE AND SPECIFY TYPE OF VENEER. PROVIDE DETAIL AND SPECIFY ANCHORING METHOD,
BACKING, VAPOR BARRIER AND SUPPORT PER R301.2.2.3.

7. 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.

8. FOAM INSULATION: CLARIFY YOUR COMPLIANCE WITH R318 ON THE MAIN WALLS AND THOSE WALLS TO
THE ATTIC PER R318.2.3.

SECTIONS - DETAILS - MISC. NOTES:

1. SPECIFY BEAM TO COLUMN, BEAM TO POST, COLUMN TO CONCRETE, AND POST TO FLOOR CONNECTIONS.

2. 1 / 7 ; THE FOOTING APPEARS TO BE UNDERSIZED. PLEASE RE CHECK. DID YOU INCLUDE THE WEIGHT OF THE MASONRY COLUMN?

3. 1 / 7 ; SPECIFY THE SIZE OF THE MASONRY COLUMN.

4. 1 / 7 ; PLEASE EXTEND THE VERTICALS TO THE TOP OF THE COLUMN.

5. 1 / 7 ; PLEASE NOTE AND ILLUSTRATE TWO #4 TIES IN THE TOP 5 INCHES OF THE COLUMNS

6. DETAIL AND NOTE ALL MASONRY WALL REINFORCEMENT.

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

PLUMBING PLANS:

1. HOW WILL THE GAS LINE ON THE SITE PLAN COMPLY WITH UPC SECTION 1211.3 ? ( NO GAS PIPING SHALL BE INSTALLED IN OR ON THE GROUND UNDER ANY BUILDING OR STRUCTURE…)

MECHANICAL PLANS:

1. THE ROOM MUST BE PROVIDED WITH HEATING CAPABLE OF MAINTAINING A ROOM TEMPERATURE OF
68 DEGREES AT A POINT 3' ABOVE THE FLOOR PER R303.8.






ELECTRICAL PLANS:


1. DESIGNATE THE LOCATION AND CIRCUIT OF ALL REQUIRED LIGHT FIXTURES, RECEPTACLE OUTLETS, POWER
OUTLETS AND SWITCHES.

2. AT LEAST ONE WALL SWITCH CONTROLLED LIGHT OR OUTLET MUST BE PROVIDED IN ALL HABITABLE
ROOMS PER E3803.2.

3. WHERE CEILING FANS ARE SHOWN ON THE PLANS, PROVIDE A NOTE INDICATING ONLY APPROVED
OUTLET BOXES SHALL BE USED, PER E4001.6.

4. RECEPTACLES APPEAR TO BE OVER SPACED IN THE ROOM PER E 3801.2.1 .

5. PLEASE PROVIDE SWITCHED LIGHTING FOR THE STAIRWAY PER E3803.3 .


IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT YOUR ASSIGNED PLANS EXAMINER:
DAVE WITT @ 791-5550 EXT. 1110

Final Status

Task End Date Reviewer's Name Type of Review Description
11/18/2005 DELMA ROBEY OUT TO CUSTOMER Completed