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Permit Review Detail

Permit Number: T03CM05773
Parcel: 11304041H

Review Status: Completed

Review Details: RESIDENTIAL BLDG/WWM

Permit Number - T03CM05773
Review Name: RESIDENTIAL BLDG/WWM
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
12/16/2003 MELISSA POULIN WWM REVIEW Denied Needs Wastewater review of sump pump; Bob Buecher, 100 N. Stone, 4th Floor
12/30/2003 Christy Foreman BUILDING-RESIDENTIAL REVIEW Denied PLAN CHECK COMMENTS - PROJECT #T03CM05773
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: (NOT REQUIRED FOR MODEL PLANS) (ZONING APPROVES PROPERTY LINES)

FOUNDATION PLANS:

1. ALL SLABS AND PADS, INCLUDING LANDINGS AT ALL DOORS, SHALL BE SHOWN AND THEIR THICKNESS
SPECIFIED. INDICATE THE SLOPE FOR EXTERIOR SLABS, PER R312.

2. LOCATE AND SPECIFY ALL ANCHOR BOLT SPACING. NEED TO SPECIFY SPACING AND DEPTH OF EMBEDMENT PER R603.3.1

3. ALL FOUNDATION HOLD-DOWNS AND ANCHOR BOLT SPACING FOR SHEAR WALLS ARE SPECIFIED FOR WOOD FRAMING AND NEED TO BE SPECIFIED FOR STEEL FRAMING.

FLOOR PLANS:

1. PROVIDE ACCESS TO EACH SEPARATE ATTIC AND CRAWL SPACE THAT EXCEEDS 30SF. DESIGNATE
LOCATIONS ON THE DRAWINGS. OPENINGS SHALL NOT BE LESS THAN 22" BY 30". THE ATTIC ACCESS SHALL
PROVIDE A MINIMUM OF 30" OF HEADROOM, AND SHALL BE LOCATED IN A HALLWAY OR READILY
ACCESSIBLE SPACE PER R807.

2. THE WALLS AND SOFFITS OF THE ENCLOSED SPACE UNDER STAIRS SHALL BE PROTECTED ON THE ENCLOSED SIDE WITH ½" GYPSUM BOARD PER R314.8.

STRUCTURAL PLANS: NOTE IT APPEARS THE IRC WAS NOT USED FOR DESIGN - SPECIFICATION SUBMITTALS MUST BE PROVIDED TO VERIFY DESIGN CRITERIA / CODE REQUIREMENTS.

1. WALL FRAMING @ 16" O.C. AND ROOF FRAMING @ 24" O.C. DOES NOT MEET CODE REQUIREMENT THAT FRAMING MUST BE IN LINE SEE SECTION R603.3.

2. MUST PROVIDE STRUCURAL CALCULATIONS FOR LEDGER CONNECTION DETAIL 12/S3. CODE DOES NOT SPECIFY THERFORE STRUCTURAL ENGINEER NEEDS TO PROVIDE CALCULATIONS.

3. MUST PROVIDE STRUCURAL CALCULATIONS FOR JOIST TO WALL CONNECTION DETAIL 11/S3.
CODE DOES NOT SPECIFY THERFORE STRUCTURAL ENGINEER NEEDS TO PROVIDE CALCULATIONS.

4. DETAIL KEYNOTES SHOULD MATCH STEEL FRAMING CODE IRC 2000.

5. B1 BEAM SCHEDULE ON DRWG. S2 DOES NOT MATCH STRUCTURAL CALCULATIONS.

6. HEADER SCHEDULE STEEL CALL OUTS DOES NOT MATCH IRC 2000.

7. 1ST FLOOR FRAMING - BEAMS SPECIFIED NOT IN STEEL SCHEDULESOF THE IRC, PLEASE PROVIDE SPECIFICATIONS TO SHOW SIZES ARE ADEQUATE.

8. HEADER AND DOOR OPENINGS NOT PER IRC SEE FIGURE R603.6


ELEVATIONS:

1. NOTE AND SIZE ALL ROOF DRAINS OR SCUPPERS ON FLAT-ROOFED AREAS PER R903.4. PROVIDE INFORMATION FOR DRAINAGE OF SUNDECK.

PLUMBING PLANS:

1. NOTE AND SPECIFY ALL PIPING MATERIALS.

2. PROVIDE AN ISOMETRIC DRAWING (ISOMETRIC NOT REQUIRED FOR SINGLE FAMILY RESIDENCE) OF WASTE LINES. SHOW SIZES OF WASTE LINES, VENTS AND REQUIRED
CLEANOUTS.

3. GAS: PROVIDE THE LENGTH OF LINE TO EACH APPLIANCE, BTU DEMAND OF EACH APPLIANCE, SIZE OF
EACH BRANCH, TOTAL DEMAND & TOTAL DEVELOPED LENGTH FROM METER TO MOST REMOTE
APPLIANCE ON THE SYSTEM PER UPC 1217.2 4 GAS LINE APPEARS TO BE UNDERSIZED.

MECHANICAL PLANS:

1. GAS APPLIANCES SHALL COMPLY WITH CHAPTER 17 COMBUSTION AIR REQUIREMENTS. DETAIL HOW. ONE OPENING SHALL BE WITHIN 12 INCHES OF THE TOP OF THE ENCLOSURE, AND ONE WITHIN 12 INCHES OF THE BOTTOM OF THE ENCLOSURE.

ELECTRICAL PLANS:

1. LIGHT OVER BATH OR SHOWER MUST HAVE FIXTURES APPROVED FOR USE IN WET AREA ONLY.
PER IRC - E3903.8

2. INDICATE THE LOCATION OF ALL AIR CONDITIONING AND HEATING UNITS, AIR HANDLERS, COMPRESSORS
AND DISCONNECTS. SERVICE GFCI OUTLET WITHIN 25 FT.

3. ELECTRICAL LOAD CALCULATIONS ARE REQUIRED WITH MORE THAN 4 CIRCUITS. SHOW EXISTING 200 AMP CAN HANDLE 100 AMP SUB-PANEL.

MODEL ENERGY CODE: - IF ADDITION IS LESS THAN OR EQUAL TO 20% DON'T NEED TO MEET 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:
CHRISTY FOREMAN @ 791-5550 EXT. 1113


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.

Final Status

Task End Date Reviewer's Name Type of Review Description
01/08/2004 TAMI ACHONG OUT TO CUSTOMER Completed
01/07/2004 ANGIE SHOFFSTALL REJECT SHELF Completed