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Permit Review Detail

Permit Number: T02CM03988
Parcel: 117030590

Review Status: Completed

Review Details: RESIDENTIAL BLDG/ZONING/FLOOD/WWM

Permit Number - T02CM03988
Review Name: RESIDENTIAL BLDG/ZONING/FLOOD/WWM
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
10/22/2002 PATRICIA GEHLEN ZONING REVIEW Approved
10/22/2002 PATRICIA GEHLEN NPPO REVIEW Passed
10/22/2002 GERRY KOZIOL WWM REVIEW Approved
10/22/2002 DOUG WILLIAMS FLOODPLAIN REVIEW Approved
11/08/2002 DAVE WITT BUILDING-RESIDENTIAL REVIEW Denied PLAN CHECK COMMENTS - PROJECT #T02CM03988

11/08/02 307 E. UNIVERSITY

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 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.

2. 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. ALTHOUGH THE FOOTER BEARS 12" INTO UNDISTURBED SOIL , HOW THICK IS THE FOOTER?

3. THE PAHD's APPEAR TO BE LOCATED IN THE DOORWAYS AND AREN'T RATED AT THE 3000# REQUIRED FOR 2 STORY. ALSO, THE PROVIDE A DETAIL FOR CONNECTION OF THE FIRST AND SECOND STORY.


FLOOR PLANS:

1. PROVIDE MEASUREMENTS IN BOTH DIRECTIONS FOR THE WINDOWS.

2. PROVIDE ACCESS TO THE ATTIC SPACE . 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.

3. WHERE THE SEPARATION BETWEEN THE GARAGE AND A LIVING AREA IS A FLOOR-CEILING ASSEMBLY , IT IS REQUIRED TO BE COVERED WITH ½" SHEETROCK (OR EQUAL) AND THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY A MINIMUM ½" GYPSUM BOARD OR EQUIVALENT.

4. INDICATE WHERE THE CROSS SECTIONS ARE TAKEN.

5. NOTE THAT BATHTUB AND SHOWER ENCLOSURE 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. 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) .

7. LOCATE AND IDENTIFY SHEAR WALL TYPES AND LOCATIONS. PLEASE ADDRESS LATERAL STABILITY OF THE PIPE COLUMN LINE ON THE PORCH .

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

9. APPLIANCES INSTALLED IN GARAGES SHALL BE MOUNTED AT LEAST 18" ABOVE THE
FLOOR, PER M1307.3

STRUCTURAL PLANS:

1. LOUSIANA PACIFIC 300/14" I-JOISTS @ 12" O.C. APPEAR TO BE INADEQUATE FOR FLOOR JOISTS.

2. AN A-35 APPEARS INADEQUATE FOR THE LEDGER/STUD CONNECTION.

3. SPECIFY LUMBER GRADE AND SPECIES.

4. PROVIDE MANUFACTURER'S DATA SHEETS FOR PRE-FAB TRUSSES . TRUSS DATA SHEETS MUST BE SIGNED, DATED AND WET-SEALED BY AN ENGINEER WHO IS REGISTERED IN ARIZONA.

5. SPECIFY LATERAL SUPPORT OF TRUSSES.

6. DETAIL GABLE END BRACING CONNECTIONS.

7. NOTE AND DETAIL TIE STRAPS FRAMING ANCHORS SIZE AND REQUIRED ATTACHMENT TO FRAMING MEMBERS. (STUD TO STUD CONNECTION @ FLOOR LINE)

8. 3"X3"X1/8" ISN'T LISTED IN THE "MANUAL OF STEEL CONSTRUCTION". 3"X3"X1/4" ?

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

10. THE BRICK TIES ARE TO SUPPORT NOT MORE THAN 3 ¼ SQUARE FEET OF BRICK EACH. THEY'RE FREQUENTLY SPEC'D. AS NOT OVER 24" O.C. ON STUDS SPACED @ 16" O.C.


SECTIONS - DETAILS - MISC. NOTES:

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

PLUMBING PLANS:

1. PROVIDE AN ISOMETRIC DRAWING OF WASTE LINES. SHOW SIZES OF WASTE LINES, VENTS AND REQUIRED
CLEANOUTS.

2. WATER LINE: PROVIDE TOTAL FIXTURE DEMAND & MAXIMUM DEVELOPED LENGTH. INCLUDE THE EXISTING HOUSE IF THE SERVICE LINE IS TO BE CONNECTED TO IT'S WATER HEATER AND SHOW THE SIZE OF THE HOUSE'S WATER SERVICE LINE.

3. SIZE THE WATER DISTRIBUTION SYSTEM.



MECHANICAL PLANS:

1. 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.

ELECTRICAL PLANS:

1. BATHROOM OUTLETS SHALL BE ON A SEPARATE 20 AMP CIRCUIT WITH NO OTHER OUTLETS, PER E33603.4.

2. READILY ACCESSIBLE OUTLETS IN THE GARAGE ARE REQUIRED TO BE GFCI PROTECTED.

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

4. 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. 110

Final Status

Task End Date Reviewer's Name Type of Review Description
11/12/2002 TAMI ACHONG OUT TO CUSTOMER Completed