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Permit Review Detail

Permit Number: T03CM00770
Parcel: 126071500

Review Status: Completed

Review Details: OTHER

Permit Number - T03CM00770
Review Name: OTHER
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
02/24/2003 DAVE WITT BUILDING-RESIDENTIAL REVIEW Denied PLAN CHECK COMMENTS - PROJECT #T03CM00770

2/26/03 4014 E. WHITMAN ST.



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.

SITE PLAN:

1. NEW ACCESSORY STRUCTURE , PROVIDE SPECIFICATIONS FOR THE BUILDING (INCLUDING LATERAL AND GRAVITY ABILITIES) , ENGINEERED FOUNDATION ( SEE INFO. SUBMITTED ) , FLOOR PLAN , CROSS SECTION , ELECTRICAL , DETAIL FOR 1-HR. RATEING WHERE LESS THAN 3' FROM PROPERTY LINE . WHAT IS THE INTENDED USE ?

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

- 16" MINIMUM; WOOD FRAME ( TWO STORY; 19" )
- 19" MINIMUM; HOLLOW CONCRETE/MASONRY ( TWO STORY; 25" )
- 22" MINIMUM; SOLID FULLY GROUTED/MASONRY
( PLEASE CHECK SD-1/2 AND SD-3/4 )

3. PROVIDE LANDINGS AT THE SOUTH DOOR IN THE "GALLERY" AND THE SOUTH DOORS IN THE "GREAT ROOM".

FLOOR PLANS:

1. PLEASE DIMENSION THE MIN. WIDTH OF THE WATER CLOSET AREA. SEE U.P.C. SEC. 408.5 .

2. IS THE "GARDEN ROOM" A HABITABLE ROOM OR IS IT A "GREEN HOUSE" ?


3. 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. SD-4/3 ; LEDGER BOLTS APPEAR TO CONFLICT WITH TABLE R611.8 .

2. FLOOR FRAMING ; PLEASE SPECIFY THE MANUFACTURER AND GRADE OF THE MICRO-LAMS.

3. SD-5/3 ; PROVIDE ENGINEERING FOR BEAM #1 AND IT'S CONNECTIONS .

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. S-2/2 ; DETAIL HOW THE 2X10 BALCONY FLOOR JOIST WILL PASS THROUGH THE 3X12 LEDGER .

6. S-2/2 ; PROVIDE A T.J.I. DETAIL FOR THE 2X10/T.J.I. CONNECTION .

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. 2X6 @ 24" O.C. WON'T SPAN HALF OF THE WIDTH OF THE CRICKET . THE CLEAT AND THE RIDGE ARE TO COVER THE CUT ENDS .

8. S-2/2 ; DIMENSION THE MINIMUM 2X10/T.J.I. LAP .

9. SD-4/3 ; PLEASE CLARIFY THE RAFTER/TRUSS TAIL CONNECTION .

10. SD-4/3 ; THE RAFTER TO TRUSS DETAIL WOULD NEGATE THE HORIZONTAL DISPLACEMENT AFFORDED BY THE TC6 . WOULD YOU CONSIDER MOVING THE TC6 TO THE OTHER END OF THE TRUSS ?

11. SD-8/3 ; PROVIDE THE DEPTH OF THE LINTEL . SEE TABLE R611.7(2) .

12. SD-8/3 ; PROVIDE STIRRUPS . SEE R611.7.3.2 OR RASTRA'S REPORT ER-4203 , TABLE 2 .

13. SD-4A/3 ; PROVIDE THE CONNECTION BETWEEN THE T.J.I.'s AND THE BEAM #1 .

14. PLEASE SPECIFY THE BEAM FOR THE FLOOR JOISTS OVER THE STAIRWAY.

15. SD-4/3 ; THE VERTICAL AND HORIZONTAL RASTRA REINFORCEMENT APPEAR TO BE TRANSPOSED PER RASTRA REPORT ER-4203 .

16. SD-3/3 ; PROVIDE HORIZONTAL JOINT REINFORCEMENT FOR THE MASONRY WALL . SEE R606.11.2.2.3 .
17. SD-3/2 ;PROVIDE CONNECTIONS FOR THE GARDEN ROOM GLASS TO THE MASONRY AND THE RASTRA .


ELEVATIONS:

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

PLUMBING PLANS:

1.WATER DEMAND FIXTURE UNITS ARE TO BE IN ACCORD WITH THE '94 U.P.C. ALSO THE 60% DOESN'T APPLY .

2. INCLUDE THE EXISTING FIXTURE UNITS IF THE WATER SUPPLY IS FROM THE EXISTING WATER HEATER . IS THE EXISTING WATER SERVICE LINE ADEQUATE ?

3. WATER LINE: PROVIDE TOTAL FIXTURE DEMAND & MAXIMUM DEVELOPED LENGTH

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

5. PROVIDE PRESSURE AND TEMPERATURE RELIEF VALVE AT THE EXISTING WATER HEATER.

6. 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. THE RETURN AIR APPEARS TO BE UNDER SIZED . SEE M1602 .

2. PROVIDE HEAT FOR THE "GARDEN ROOM" (IF IT'S HABITABLE).

ELECTRICAL PLANS:

1. PROVIDE RECEPTACALS IN THE "GARDEN ROOM" (IF IT'S HABITABLE) NOT OVER 6' FROM THE DOORS AND NOT OVER 12' APART.

2. THE LIGHT FIXTURE OVER THE BATH TUB IS TO BE LISTED AS APPROVED FOR USE IN A WET AREA .

3. WHICH CIRCUIT IS THE BATH VENT FAN ON ?

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

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




IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT YOUR ASSIGNED PLANS EXAMINER:
DAVE WITT @ 791-5550 EXT. 1110
02/27/2003 GERRY KOZIOL WWM REVIEW Approved

Final Status

Task End Date Reviewer's Name Type of Review Description
02/28/2003 ELAINE ROSE OUT TO CUSTOMER Completed