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Permit Review Detail

Permit Number: T03CM05457
Parcel: 136328100

Review Status: Completed

Review Details: RESIDENTIAL BLDG/ZONING/ENGINE/WWM

Permit Number - T03CM05457
Review Name: RESIDENTIAL BLDG/ZONING/ENGINE/WWM
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
01/07/2004 JIM EGAN FIRE REVIEW Denied Minimum 20 feet wide, paved, fire apparatus access roadway shall be provided and extended to within 150 feet of all portions of the exterior walls of all structures. An approved turnaround is required for dead-end fire access roadways.
01/08/2004 GERRY KOZIOL WWM REVIEW Approved
01/14/2004 David Witt BUILDING-RESIDENTIAL REVIEW Denied PLAN CHECK COMMENTS - PROJECT #T03CM05457

1/16/04 4760 S. PASEO MELODIOSO

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.

4. 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. PLEASE CONFIRM WITH TUCSON ELECTRIC POWER COMPANY THAT THE LOCATION OF THEIR METER IS ACCEPTABLE

FOUNDATION PLANS:

1. PROVIDE THE POST TENSION FOUNDATION PLAN AND DESIGN, BY MR. KELLY, MENTIONED IN THE NOTE AT THE BOTTOM OF SHEET 4B AND UNDER THE STRUCTURAL NOTES ON SHEET 3 .

FLOOR PLANS:

1. PLEASE PROVIDE TWO COPIES OF MR. KELLY'S LATERAL DESIGN.

2. CLARIFY THE NOTE AT THE SECOND FROM THE RIGHT ENTRY PORCH POST.

3. JUSTIFY THE M.E.C. REQUIREMENT TABLE U- VALUES AND THE WALL AND CEILING INSULATION.

4. HOW DOES THE FURNACE AND WATER HEATER COMPLY WITH M1307.3 ?

STRUCTURAL PLANS:

1. ROOF FRAME ; JUSTIFY THE 3-2X8 HEADER, AS SHOWN IN 3 / 5B, AT THE 8' SPAN BETWEEN THE COVERED PORCH AND THE GREAT ROOM. IS THE GRADE AND SPECIES OF THE HEADERS ADDRESSED IN THE ROOF FRAMING NOTES ON SHEET 3 ?

2. JUSTIFY THE SPAN INDEX OF THE 1X AND THE 1/2" O.S.B. FOR ROOF SHEATHING ON THE 32" O.C. ENTRY PORCH. DETAIL 3 / 5B DECKING DIFERS FROM 6 / 5B.




ELEVATIONS:

1. NOTE AND SPECIFY ALL ROOF SLOPES APPROPRIATE TO MATERIAL. OR ON THE DETAILS.

SECTIONS - DETAILS - MISC. NOTES:

1. ON STANDARD DETAIL SHEETS, CROSS-OUT ALL DETAILS OR NOTES THAT DO NOT APPLY OR WERE NOT USED.

2.HOW WILL THE PLATFORM FRAMED PARAPETS BE BRACED LATERALLY?

3. 6/5B ; PROVIDE JUSTIFICATION FOR THE 5/8"LAG INTO END GRAIN.

4. PROVIDE A CONNECTION FOR THE ROUND POSTS TO THE FOUNDATION. EPOXY REQUIRES A SPECIAL INSPECTION.

5. 5 / 5B ; PROVIDE A CONNECTION BETWEEN THE VIGAS AND BEARING.

6. 2 / 4B ; PLEASE JUSTIFY THE ABSENCE OF REINFORCEMENT IN THE STEM WALL.

PLUMBING PLANS:

1. THE FIXTURE UNIT CHART SHOULD BE IN ACCORD WITH THE '94 U.P.C. TABLE 6-3 .

2. PLEASE REPLACE THEI.R.C. CODE REFERENCES WITH THE U.P.C. AS ADOPTED.

3. CHECK THE WATER DISTRIBUTION SIZE PER U.P.C. TABLE 6-4. ½"=3f.u. , ¾"=11f.u. , 1"=23f.u. AT 200 ft. BUT SCALE THE LENGTH ON THE SITE PLAN TO THE MOST REMOTE APPLIANCE AND CONSIDER THE LIFT.

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

ELECTRICAL PLANS:

1. PROVIDE THE OPTIONAL CIRCUIT FOR THE SECOND A/C CONDENSER . WHERE WILL THE EVAPORATOR COIL BE LOCATED?

2. PLEASE CHECK THE MATH ON THE LOAD CALCULATIONS AND ADD THE WELDER. IS THE AREA CORRECT IN THE GENERAL LIGHTING ? INCLUDE THE OPTIONAL A/C.

3. PROVIDE RECEPTACLES IN THE FOYER PER E3801.2.1 AND E3801.2.2 .

4. PROVIDE A RECEPTACLE ON THE WALL BEHIND THE KITCHEN SINK PER E3801.2.1

6. RECEPTACLE OUTLETS SHALL BE PROVIDED AT EACH KITCHEN COUNTER SPACE WIDER THAN 12", AND
SHALL BE INSTALLED SO THAT NO POINT ALONG THE WALL LINE IS MORE THAN 24" FROM A RECEPTACLE
OUTLET, PER E3801.4.1 PLEASE CHECK TO THE RIGHT OF THE KITCHEN SINK.

7. ISLAND OR PENINSULA COUNTER TOPS SHALL HAVE AT LEAST ONE RECEPTACLE OUTLET AT EACH
COUNTER SPACE WITH A LONG DIMENSION OF 24" OR GREATER, AND A SHORT DIMENSION OF 12" OR
GREATER, PER E3801.4.2 AND E3802.4.3.

8. 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.

9. 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.

10. NOTE THAT TWO OR MORE 2OAMP SMALL APPLIANCE CIRCUITS SHALL BE PROVIDED TO SERVE ALL
RECEPTACLE OUTLETS IN THE KITCHEN, BREAKFAST ROOM AND DINING ROOM. SUCH CIRCUITS SHALL
HAVE NO OTHER OUTLETS, PER E3603.2 AND E3801.3-4.5. THE RECEPTACLES IN THE GREAT ROOM CAN'T BE ON CIRCUIT 12 .

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

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

13. PLEASE PROVIDE A NOTE THAT ELECTRICAL BOXES THAT SUPPORT THE WEIGHT OF CEILING FANS ARE TO BE LISTED FOR THAT USE.


MODEL ENERGY CODE:

1. PROVIDE ENERGY CALCULATIONS PER THE 1998 IECC, OR COMPLY WITH IRC CHAPTER 11.

2. CALL OUT ON THE PLANS THE "R" VALUES OF INSULATION, AS WELL AS THE "U" VALUES OF THE WINDOWS
AND DOORS IN CONFORMANCE WITH THE ENERGY CALCULATIONS PROVIDED.





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


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.


PLEASE NOTE THAT A FIRE SPRINKELER PLAN IS REQUIRED TO BE APPROVED BY MR. EGAN, T.F.D., BEFORE THIS PLAN CAN BE APPROVED.
01/21/2004 Joseph Linville NPPO REVIEW Denied Natural vegetation is to remain undisturbed except for the approved buildable area. Show the limits of disturbance on the plan and identify natural areas. The disturbance area is limited to .5 acres.
01/22/2004 PAUL MACHADO ENGINEERING REVIEW Denied To: Bailey and Associates
Building Designers
340 N. Bedford Drive
Tucson, Arizona 85710

SUBJECT: 4760 S. Paseo Melodioso
Site plan T03CM05457 (First Review)
T14S, R15E, Section 36

RESUBMITTAL REQUIRED: Site Plan and Drainage Statement (DS).

The Site Plan (SP) cannot be approved as submitted. Please address the following review comments prior to the next submittal.

Site Plan:
1. Please include a response letter to the comments along with the corrected copies with resubmittal.
2. Please adhere to the applicable notes from the Tentative plat. A copy is included along with the comments.
3. Please provide property description per D.S. 2-02.2.1.3.
4. Please provide Drainage patterns and finished grades per D.S. 2-02.2.1.16.
5. Please list estimated cut & fill quantities per D.S. 2-02.2.1.17. A grading plan may be required depending on the amount of earthwork.
6. All graded areas must be within the grading limits.
7. Add note: "Depress all landscaped areas 6" maximum for water harvesting".
8. List the area of disturbance on the plans.
9. A Stormwater pollution prevention plan may be required. Contact Paul P. Machado at 791-5550 x1193.
Drainage Statement:
1. A Drainage Statement is required for parcels not affected by 100 year flows of 100 cfs or more per S.M.D.D.F.M., chap. II, 2.1.3. A brief statement describing site drainage will suffice for this parcel.
2. Show the project address on the cover of the DS.

If you have any questions, I can be reached at 791-5550 x1193 or pmachad2@ci.tucson.az.us
Paul P. Machado
Senior Engineering Associate
City of Tucson/Development Services Department
201 N. Stone Avenue
P.O. Box 27210
Tucson, Arizona 85726-7210
(520) 791-5550 x1193 office (520) 879-8010 fax
01/26/2004 David Rivera ZONING REVIEW Denied Zoning cannot approve the site plan or building plans until all outstanding comments by Fire, Landscape, Engineering, and Building have been addressed.

Final Status

Task End Date Reviewer's Name Type of Review Description
01/27/2004 SUE REEVES OUT TO CUSTOMER Completed
01/26/2004 ANGIE SHOFFSTALL REJECT SHELF Completed