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Permit Review Detail

Permit Number: T03CM05431
Parcel: 134060260

Review Status: Completed

Review Details: OTHER

Permit Number - T03CM05431
Review Name: OTHER
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
03/11/2004 David Witt BUILDING-RESIDENTIAL REVIEW Denied PLAN CHECK COMMENTS - PROJECT #T03CM05431

3/12/04 8122 E. MESQUITE RIDGE CIRCLE

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.


FOUNDATION PLAN:

1. THE 18" X 18" FOOTINGS APPEAR TO BE UNDER SIZED FOR THE DECK AND ROOF. PLEASE JUSTIFY.

STRUCTURAL PLANS:

1. PROVIDE BEAMS TO SUPPORT THE DECK'S ROOF.

2. SHOW THE WALLS AT EACH SIDE OF THE DECK.

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. 3 1/8" X 12" G.L.B. APPEARS TO BE INADEQUATE OVER THE FAMILY ROOM. PLEASE PROVIDE THE SPAN AND THE LOCATION OF THE ADJACENT BEARING WALLS. ALSO, DOES IT SUPPORT A ROOF OR A ROOF AND A FLOOR?

6. NEW FRAMING PLAN / 5 ; THE 3/8" LAG BOLTS @ 32" O.C. ARE INADEQUATE.FOR THE DECK'S LEDGER CONNECTION TO THE BUILDING. PLEASE SPECIFY THE LAG'S LENGTH.

7. JUSTIFY THE EXISTING HEADERS ABILITY TO CARRY THE NEW LOAD IN ADDITION TO THE EXISTING LOADS.

8. PROVIDE HEADERS OVER THE NEW OPENINGS.

9. FRAMING NOTE 1 / 5 ; ALL WORK SHALL CONFORM TO THE I.R.C. AS AMENDED.

10. FRAMING NOTE 4 / 5 ; PLEASE CONSIDER TABLE R602.3(1) AS THE NAILING CHART.

11. FRAMING NOTE 5 / 5 ; PLEASE SPECIFY EXTERIOR GLUE FOR THE ROOF AND FLOOR DECKING THAT WILL BE EXPOSED.

12. FRAMING NOTE 6 / 5 ; THE "AC" SERIES OF POST CAPS USE ONLY ONE NUMBER. PLEASE CONFIRM YOUR POST CAP DESCRIPTION.

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

SECTIONS - DETAILS - MISC. NOTES:

1. SECTION A-A / 8 ; PLEASE SPECIFY "SAG RESISTANT" ½" DRYWALL FOR THE CEILING. SEE TABLE R702.3.5 FOOTNOTE D.

2. STAIRWAY DETAIL #5 / 8 ; a. SPECIFY THE BASE PLATE AND ANCHOR BOLTS
b. THE TREAD AND THE RISER ARE REQUIRED TO CONFORM TO R314.2, R314.2.1, R R314.5
c. THE MINIMUM HEADROOM IS 6'-6"
d. PROVIDE CONNECTIONS
e. THE HANDRAILS ARE REQUIRED TO COMPLY WITH R315
f. THE GUARDS (GUARDRAILS) ARE REQUIRED TO COMPLY WITH R316.


PLEASE AMMEND THE DETAIL AND THE CHARTS


3. BRACED WALL PANEL / 8 ; ILLUSTRATE 5 ANCHOR BOLTS AT QUARTER POINTS. SEE R602.10.6 .

4. BRACED WALL PANEL / 8 ; PAHD42 ON THE END STUD IS RATED ATLESS THAN 1800#. THEY REQUIRE 8" OF END DISTANCE. THE HPAHD22 IS 1800# WITH ½" END DISTANCE.

5. BRACED WALL PANEL / 8 ; PLEASE SPECIFY THESE PANELS ARE REQUIRED TOBE BLOCKED PANELS WITH THESHEATHING APPLIED VERTICALLY. SEE R602.10.6

6. SECTION B-B / 8 ; 3/8" LAGS @ 32" O.C. APPEAR TO BE INADEQUATE FOR THE LEDGER CONNECTION.

7. FOUNDATION DETAIL / 8 ; PLEASE SPECIFY PRESSURE TREATED BOTTOM PLATE OR EQUAL.

8. PROVIDE GUARD RAILS AT OPEN FLOORS OVER 30" ABOVE GRADE. ON THE FLOOR PLAN.

MECHANICAL PLANS:

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

2. THE BED ROOMS 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. NOTE ON PLANS: ELECTRICAL WORK SHALL COMPLY WITH CHAPTERS 33 - 42, 2000 IRC.

2. NEW LOAD CALCULATIONS / 9 ; THE 888WATTS ARE IN THE FIRST 10,000 WATTS SO THE 40% FACTOR DOESN'T APPLY.

3. EXISTING LOAD CALCULATIONS / 9 ; PLEASE CORRECT THE MATH.

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

5. SHOW LOCATIONS OF SMOKE DETECTORS PER R317. NOTE THAT ALL SMOKE DETECTORS MUST BE
INTERCONNECTED WITH A POWER SOURCE FROM THE BUILDING WIRING, AND SHALL BE EQUIPPED WITH
BATTERY BACKUP. PROVIDE A SMOKE DETECTOR IN THE AREA IMMEDIATELY OUTSIDE THE BEDROOMS.


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. ALL MODEL PLANS SHALL BE REFERENCE TO THE PREVIOUSLY MENTIONED CODES.

ADDITIONAL PLAN CHECK COMMENTS

Final Status

Task End Date Reviewer's Name Type of Review Description
03/16/2004 TAMI ACHONG OUT TO CUSTOMER Completed
03/15/2004 SUE REEVES REJECT SHELF Completed