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Permit Review Detail

Permit Number: T04CM03064
Parcel: 110081780

Review Status: Completed

Review Details: RESIDENTIAL BLDG/ZONING/NPPO

Permit Number - T04CM03064
Review Name: RESIDENTIAL BLDG/ZONING/NPPO
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
07/07/2004 Andrew Connor NPPO REVIEW Passed
07/29/2004 David Witt BUILDING-RESIDENTIAL REVIEW Denied PLAN CHECK COMMENTS - PROJECT #T04CM03064

7/30/04 4441 E. BERMUDA 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 ΒΌ 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. PLEASE INDICATE THE LOCATION OF ALL REQUIRED HOLD-DOWN DEVICES AND INDICATE THE NUMBER OF ANCHOR BOLTS REQUIRED. SEE R602.10.6 .

2. FOOTER DETAIL ; DIMENSION THE FOOTER'S DEPTH INTO UNDISTURBED SOIL.

3. FOOTER DETAIL ; DIMENSION THE FLOOR'S 6" HEIGHT ABOVE FINISHED GRADE.

4. FOOTER DETAIL ; PROVIDE A MINIMUM 20" LAP FOR THE CONTINUOUS RE-BAR.

5. FOOTER DETAIL ; THE ANCHOR BOLTS ARE REQUIRED TO BE NO MORE THAN 12" FROM THE ENDS OF PLATES.

FLOOR PLANS:

1. PROVIDE DIMENSIONS ON THE FLOOR PLAN.

2. DESIGNATE THE OPERABLE PORTION OF WINDOWS. SEE R303 AND R310.

3. LOCATE AND IDENTIFY SHEAR WALL TYPES AND LOCATIONS. PROVIDE NAILING SCHEDULE. SEE R602.10 .

4. NUMBER THE TWO BEDROOMS AT THE EASTEND OF THE ADDITION.

STRUCTURAL PLANS:

1. PLEASE PROVIDE A BEAM OVER THE PASSAGE TO THE BATHROOM AND DIMENSION THIS OPENING ON THE FLOOR PLAN. ALSO DIMENSION, ON THE FLOOR PLAN, THE SPAN OF THE GLUE LAM OVER THE PASSAGE TO THE KITCHEN.

2. SPECIFY THE HEADERS OVER THE EXISTING OPENINGS. THEY WILL HAVE TO CARRY NOT ONLY THE EXISTING LOAD BUT ARE GOING TO CARRY THE ADDITIONAL LOAD OF THE NEW ROOF.

3. SPECIFY LUMBER GRADE AND SPECIES.





SECTIONS - DETAILS - MISC. NOTES:

1. 1 / S-1 ; DESCRIBE THE BOTTOM PLATE'S MATERIAL.

2. 1, 2 / S-1 ; THE FLOOR IS TO BE AT LEAST 6" ABOVE ADJACENT GRADE. PLEASE DIMENSION.

3. 1 / S-1 ; PROVIDE A WEEP SCREED AT THE BOTTOM OF THE STUCCO.

4. 1,3,4 / S-1 ; THE A-35 ALONE IS INADEQUATE FOR THE LEDGER / STUD CONNECTION. PLEASE SPECIFY THE ADDITIONAL NAILS, LAGS OR HARDWARE.

5. 1,2,3,4 / S-1 ; A BUILT-UP ROOF IS PROBABLY THE ROOF TYPE THAT YOU'RE WANTING. A ROLLED ROOF IS NOT PERMITTED.

6. 3 / S-1 ; PROVIDE AN 8" BOND BEAM WITH 2 #4 CONTINUOUS REINFORCEMENT AT THE TOP OF THE MASONRY EXTENSION

7. HOW WILL THE VERTICAL REINFORCEMENT IN THE NEW WALL BE CONNECTED TO THE EXISTING MASONRY WALL?

8. 1,2,3 / S-1 ; SPECIFY SAG-RESISTANT GYP BOARD FOR CEILINGS THAT ARE FRAMED AT 24"O.C.

9. 3 / S-1 ; SPECIFY THE JOIST HANGER.

10. 1,2,3 / S-1 ; JUSTIFY THE LATERAL STABILITY OF THE PLATFORM FRAMED STUDS.

11. PROVIDE ROOF VENTILATION. SEE R806 .

12. 3 / S-1 ; PROVIDE OSB OR EQUAL ON THE FACE OF THE STUDS.

MECHANICAL PLANS:

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

2. THE ADDITION MUST BE PROVIDED WITH HEATING CAPABLE OF MAINTAINING A ROOM TEMPERATURE OF
68 DEGREES AT A POINT 3' ABOVE THE FLOOR PER R303.6.

3. PROVIDE NET DIMENSIONS OF THE DUCTS.

ELECTRICAL PLANS:

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

2. THE ELECTRIC SERVICE IS REQUIRED TO BE LOCATED AT LEAST 3' FROM THE WINDOW.

3. PROVIDE A RECEPTACLE FOR THE NORTH WALL OF THE SOUTHEAST BEDROOM. SHOW THE CLOSET DOOR.

4. PROVIDE A RECEPTACLE FOR THE SOUTH WALL OF THE NORTHEAST BEDROOM. SHOW THE CLOSET DOOR.


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
1. NOTE ON PLANS: GLASS IN HAZARDOUS AREAS, ALL GLASS WITHIN 18" OF THE FLOOR AND WINDOWS WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF A DOOR SHALL BE SAFETY GLASS. UBC SEC 2406.

2. PROVIDE COMPLETE PLANS AND CAL'CS FOR POST TENSION WALL SYSTEM BY STRUCTURAL ENGINEER REGISTERED IN THE STATE OF ARIZONA.
08/11/2004 Daniel Castro ZONING REVIEW Approved

Final Status

Task End Date Reviewer's Name Type of Review Description
08/13/2004 TAMI ACHONG OUT TO CUSTOMER Completed
08/13/2004 TAMI ACHONG REJECT SHELF Completed