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Permit Review Detail

Permit Number: T02CM04292
Parcel: 13632002Q

Review Status: Completed

Review Details: RESIDENTIAL BLDG/ZONING/FLOOD/WWM

Permit Number - T02CM04292
Review Name: RESIDENTIAL BLDG/ZONING/FLOOD/WWM
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
09/16/2002 PETER MCLAUGHLIN ZONING REVIEW Approved
09/17/2002 DOUG WILLIAMS FLOODPLAIN REVIEW Approved
09/19/2002 PATRICIA GILBERT NPPO REVIEW Denied Please submit a Native Plant Preservation Plan for compliance with LUC 3.8. Refer to LUC 3.8. and DS 2-15 for regulations and standards.
10/15/2002 DAVE WITT BUILDING-RESIDENTIAL REVIEW Denied PLAN CHECK COMMENTS - PROJECT #T02CM04292


10/15/02 4094 S. MELPOMENE WAY

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.

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. PROVIDE LANDINGS AT ALL DOORS MEASURING AT LEAST 36" IN THE DIRECTION OF TRAVEL.

FLOOR PLANS:

1. DETAIL AND SPECIFY STAIR RISE AND RUN (MINIMUM 10" TREAD DEPTH AND 7 ¾" MAXIMUM RISER HEIGHT PER R314), HANDRAIL HEIGHTS (PER R315), GUARDRAIL HEIGHT (PER R316) AND INTERMEDIATE RAIL SPACING (PER R316).

STRUCTURAL PLANS:

1. SPECIFY DESIGN CRITERIA ON PLANS. VALUES FOR FLOOR DEAD LOAD AND LIVE LOAD, ROOF DEAD LOAD
AND LIVE LOAD.

2. T.J.I.'s APPEAR OVER SPANNED OVER THE FAMILY ROOM AND THE LARGER GARAGE .

3. SPECIFY LUMBER GRADE AND SPECIES.

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

5. SPECIFY LATERAL SUPPORT OF TRUSSES.

6. JUSTIFY THE 6X10 RIDGE BEAM FOR THE SUN DECK ROOF.

7. PROVIDE A HEADER OVER THE 8040 BETWEEN THE POOL ARES AND THE GAME ROOM.

8. PLEASE ADD A NOTE REGARDING SAFETY GLASS WITHIN 18" OF THE FLOOR.

9. THE REQUIRED HOLD-DOWNS FOR THE BRACED WALL PANELS ARE REQUIRED TO HAVE A MINIMUM RATEING OF 1800 lbs. SEE R602.10.6

10. 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.

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

ELEVATIONS:

1. NOTE AND SPECIFY ALL ROOF SLOPES APPROPRIATE TO MATERIAL (SEE R905).

2. SHOW CALCULATION OF ATTIC VENTILATION AREA IN COMPLIANCE WITH R806.2. NOTE LOCATION OF ALL
VENTS NEEDED TO COMPLY.

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

SECTIONS - DETAILS - MISC. NOTES:

1. JUSTIFY THE MITERED CUT AT THE STRUCTURAL CONNECTION OF THE POST TO BEAM.

2. INTERIOR SILL PLATES ARE REQUIRED TO BE PRESSURE TREATED OR OF A WOOD OF NATURAL RESISTANCE TO DECAY.

3. SECTIONS "A" AND "B", SPECIFY CEILING HEIGHTS.

4. DETAIL 4/7, SPECIFY THE POST BASE.

5. DETAIL 5/7, JUSTIFY THE LEDGER CONNECTION.

6. DETAIL 8/7, PROVIDE A FIRE BLOCK AT THE FURR DOWN's CEILING LINE.

7. SECTION "B" DETAIL 8/7 APPEARS TO BE IN THE WRONG LOCATION.

8. SECTION "B", SHOULD 5/7 BE 20/7 ?

9. DETAIL 9/7, JUSTIFY THE LEDGER CONNECTION.

PLUMBING PLANS:

1. JUSTIFY REDUCING THE 2" WATER SERVICE LINE TO 1¼" AFTER SERVING 1 HOSE BIB ONLY.

2. WATER FIXTURE SCHEDULE DOESN'T APPEAR TO BE PER THE U.P.C.

3. THE WATER HEATER'S T.&P. LINE IS TO DISCHARGE BETWEEN 6" AND 24" ABOVE GRADE.

MECHANICAL PLANS:

1. NOTE ON PLANS: MECHANICAL SHALL COMPLY WITH CHAPTERS 12 - 24 2000 IRC.

2. PROVIDE COMBUSTION AND RELIEF AIR TO THE SMALLER GARAGE.

3. THE RETURN AIR FOR THE THREE AIR CONDITIONERS APPEAR TO BE LESS THAN 6 SQ. IN. PER 1000 BTUH.

4. PROVIDE AN EXHAUST FAN FOR THE MASTER BATH.

ELECTRICAL PLANS:

1. NOTE ON PLANS: ELECTRICAL WORK SHALL COMPLY WITH CHAPTERS 33 - 42, 2000 IRC.

2. NOTE THE LIGHTS OVER THE TUBS AND SHOWERS ARE TO BE LISTED FOR USE IN A WET LOCATION.

3. HOW DO THE LIGHTS AND CEILING FAN ON THE PORCH ROOF BY THE POOL COMPLY WITH R4103.4 ?

4. SIZE THE SUB-PANEL FEEDERS AND GROUNDS.

5. PROVIDE A SMOKE DETECTOR IN THE LOFT.

6. WHERE IS SUB-PANEL "A" LOCATED ?





IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT YOUR ASSIGNED PLANS EXAMINER:
DAVE WITT @ 791-5550 EXT. 1110
10/16/2002 GERRY KOZIOL WWM REVIEW Denied Have existing system or will new one be installed?

Final Status

Task End Date Reviewer's Name Type of Review Description
10/17/2002 TAMI ACHONG OUT TO CUSTOMER Completed