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Permit Review Detail

Permit Number: T03CM05530
Parcel: 11107047A

Review Status: Completed

Review Details: RESIDENTIAL BLDG/WWM

Permit Number - T03CM05530
Review Name: RESIDENTIAL BLDG/WWM
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
12/16/2003 David Witt BUILDING-RESIDENTIAL REVIEW Denied PLAN CHECK COMMENTS - PROJECT #T03CM05530

12/17/03 3313 E. WATER ST. #1 & #2

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.


SITE PLAN:

1. INDICATE THE LOCATION OF THE SITE WALL ADJACENT 2522 N. EDITH .

FOUNDATION PLANS:

1. PROVIDE HOLD DOWNS AT BOTH BOTTOM CORNERS, END STUDS, OF BRACED WALL PANELS LESS THAN 4' WIDE AND SPEC THE HOLD DOWNS. SEE R602.10.6 .

2. PROVIDE A SOIL REPORT TO JUSTIFY THE 2500 PSF SOIL BEARING CAPACITY MENTIONED IN NOTE #14 . THE FOOTINGS USED APPEAR TO USE A VALUE OF 1500 PSF.

STRUCTURAL PLANS:

1. THE 6 X 12 GLU-LAM OVER THE GARAGE APPEARS TO BE INADEQUATE.

2. THE ROOF FRAMING PLAN'S 6 X 12 GLB CONFLICTS WITH THE 5 ¼" X 12 GLB IN C/6.

3. THE ROOF FRAMING PLAN SPECIFIES TRUSSES BUT THE DETAILS SPECIFY SAWN LUMBER. PLEASE CLARIFY.

4. INDICATE AND NOTE POST SIZES, DOUBLE OR TRIPLE STUDS FOR BEAM ENDS, AND COORDINATE WITH FOUNDATION PLAN.

5. PROVIDE A CONNECTION BETWEEN THE FLY-RAFTER AT THE GARAGE'S 6" OVER HANG THAT'S SUPPORTED WITH ONLY BLOCKS AND NO FASCIA AND THE REST OF THE ROOF.

6. HOW IS THE TOP OF THE WALL ROOFED AT THE SOUTHWEST CORNER OF THE 20'-8" X 13'-6" LIVING ROOM?

SECTIONS - DETAILS - MISC. NOTES:

1. SECTION A / 4 ; PLEASE ILLUSTRATE THE SEPARATION WALL EXTENDING TO THE ROOF DECK.

2. PROVIDE MODEL ENERGY CALCULATIONS.

3. 2 / 3 ; THE PBV-6 IS FOR A ROUND POST AND REQUIRES A SPECIAL INSPECTION FOR THE EPOXY. IS THIS WHAT YOU WANT FOR THE SQUARE 6 X 6 POST? PROVIDE A SPECIAL INSPECTOR.

4. THE 10" BOLT ISN'T LONG ENOUGH FOR THE PBV-6 ACCORDING TO SIMPSON'S LISTING.

5. 3 / 3 ; PLEASE SPECIFY THE THICKNESS OF THE FOOTING.

6. A / 6 ; THE 2 X 8 RAFTER CONFLICTS WITH THE ROOF FRAMING PLAN. PLEASE CLARIFY.

PLUMBING PLANS:

1. THE FIXTURE UNITS LISTED ON THE "PLUMBING FIXTURE CONNECTION SCHEDULE" SHOULD BE TAKEN FROM THE U.P.C. TABLES 6-3 AND 7-5 AND NOT THE I.R.C.

2. THE AGGREGATE CROSS-SECTIONAL AREA OF THE VENTS THROUGH THE ROOF IS REQUIRED TO EQUAL OR EXCEED THE REQUIRED BUILDING SEWER'S CROSS-SECTIONAL AREA. SEE U.P.C. 904.1 .

3. PLEASE SIZE THE COMMON WATER SERVICE LINE.

4. THE PLUMBING NOTES SHOULD REFERENCE THE UNIFORM PLUMBING CODE NOT THE I.R.C.

5. I COULDN'T FIND A LISTING FOR THE SPECIFIED WATER HEATER. ARE YOU SURE IT'S AN ELECTRIC W.H. ?

MECHANICAL PLANS:

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

2. 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.

3. PROVIDE A MECHANICAL PLAN.

ELECTRICAL PLANS:

1. PROVIDE A "COMMON AREA" ELECTRIC SERVICE AND CIRCUITRY FOR THE GARAGE. SEE N.E.C. 210-25 .

2. THE TWO ADDRESSES ON ONE PROPERTY REQUIRE TWO SERVICES AND ONE CABLE DROP. PLEASE PROVIDE A DUAL PACK ELECTRICAL SERVICE.

3. THE RECEPTACLES THAT SERVE THE KITCHEN COUNTER TOPS ARE REQUIRED TO BE ON DEDICATED CIRCUITS WITH NO OTHER OUTLETS. PLEASE RE-CIRCUIT THE KITCHEN LIGHTS.

4. THE MINIMUM RISER DIAMETER IS 2 ½" FOR SERVICES OF 400 AMPS AND LESS. SEE T.E.P.'S SR-310 .

5. THE CIRCUIT NUMBERS FOR THE RANGE AND THE WATER HEATER CONFLICT WITH THE PANEL SCHEDULE. PLEASE CLARIFY.

6. INDICATE THE LOCATION OF THE DISCONECTS FOR THE A/C AND THE HEAT.

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.
12/26/2003 GERRY KOZIOL WWM REVIEW Denied Needs to show location/methoid of connection to public sewer with all easements and jt. use agreements if applicable. Needs WW 8th floor review.

Final Status

Task End Date Reviewer's Name Type of Review Description
12/30/2003 LISA LESNY OUT TO CUSTOMER Completed
12/26/2003 ANGIE SHOFFSTALL REJECT SHELF Completed