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Permit Review Detail

Permit Number: T03CM03538
Parcel: 116274800

Review Status: Completed

Review Details: RESIDENTIAL BLDG/WWM

Permit Number - T03CM03538
Review Name: RESIDENTIAL BLDG/WWM
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
07/22/2003 MELISSA POULIN WWM REVIEW Approved
08/15/2003 David Thomas BUILDING-RESIDENTIAL REVIEW Denied PLAN CHECK COMMENTS - PROJECT #T03CM03538 8-18-03

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.

GENERAL REQUIREMENTS:

1. 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 PLANS:

1. NOTE ON THE DRAWINGS THE ALLOWABLE SOIL BEARING PRESSURE USED IN THE DESIGN OF THE FOOTINGS,
OR STATE THAT THE ASSUMED VALUE OF 1500 PSF IS BEING USED, PER TABLE R401.4.1, A SOILS REPORT IS
NOT REQUIRED. IT IS UP TO THE DESIGNER/HOMEBUILDER TO BE AWARE OF THE SOIL AND CONDITIONS OF
THE SITE. IF SOIL TESTING HAS BEEN DONE, A COPY OF THE SOILS REPORT SHALL BE SUBMITTED WITH THE
CONSTRUCTION PLANS, AND THE FOUNDATION DESIGN SHALL REFLECT THE SOILS REPORTS
RECOMMENDATIONS.

2. DIMENSION THE WALL THICKNESS, FOOTING WIDTH THICKNESS AND DEPTH INTO UNDISTURBED SOIL FOR
EACH FOOTING TYPE AND CONDITION PER TABLE R403.1.

3. FOOTING WIDTHS FOR ONE-STORY, PER TABLE R403.1:

- 16" MINIMUM; WOOD FRAME
- 19" MINIMUM; HOLLOW CONCRETE/MASONRY
- 22" MINIMUM; SOLID FULLY GROUTED/MASONRY

4


FLOOR PLANS:

1.LOCATE AND IDENTIFY SHEAR WALL TYPES , LOCATIONS, AND LENGTH. PROVIDE NAILING SCHEDULE.

STRUCTURAL PLANS:

1. SPECIFY DESIGN CRITERIA ON PLANS. VALUES FOR FLOOR DEAD LOAD AND LIVE LOAD, ROOF DEAD LOAD
AND LIVE LOAD.

2. PROVIDE COMPLETE ROOF AND FLOOR FRAMING PLANS. SHOW SIZE, SPACING AND SPAN OF ALL FRAMING
MEMBERS, TRUSSES, JOISTS, RAFTERS, BEAMS, GLULAMS, LINTELS, HEADERS, LEDGERS AND BLOCKING.

3. SPECIFY LUMBER GRADE AND SPECIES. SPECIFY MANUFACTURER AND SERIES ON GLULAMS AND "I" JOISTS.

4. PROVIDE MANUFACTURER'S CALCULATIONS AND DATA FOR PRE-FAB TRUSSES AND GLULAM BEAMS. TRUSS
CALCULATIONS MUST BE SIGNED, DATED AND WET-SEALED BY AN ENGINEER WHO IS REGISTERED IN
ARIZONA. TRUSS CALCULATIONS SHALL BE CROSS-REFERENCED TO THE FLOOR PLANS. ALSO, THE
ENGINEER OF RECORD SHALL REVIEW AND "SHOP DRAWING" STAMP APPROVAL ON TRUSS CALCULATIONS.

5. SPECIFY LATERAL SUPPORT OF TRUSSES.

6. DETAIL GABLE END BRACING CONNECTIONS.


7. COMPLETELY DETAIL ALL CONNECTIONS AND CROSS-REFERENCE TO THE FOUNDATION AND FRAMING
PLANS:
- TRUSSES TO TOP PLATE
- BEAM TO POST
- POST TO SLAB
- SILL TO SLAB, ANCHOR BOLT SIZES AND SPACING, POST TO SILL PLATE
- LEDGERS TO MASONRY, LEDGERS TO FRAME, FRAME TO LEDGERS
- JOIST TO LEDGER
- HANGER TYPES
- STRAPS
- HOLD DOWN LOCATIONS AND TYPE
- NAILING
- CONTINUOUS LOAD PATH FOR SHEAR TRANSFER

8. SHOW DETAILS FOR ALL BEARING AND CRITICAL NON-BEARING CONDITIONS.

9. INDICATE AND NOTE POST SIZES, DOUBLE OR TRIPLE STUDS, AND COORDINATE WITH FOUNDATION PLAN.

10. DETAIL ALL SHEAR CONNECTIONS FROM THE FOUNDATION TO THE ROOF PLYWOOD.

11. PROVIDE BRACING DETAILS AND NOTES FOR EXTERIOR FRAME WALLS AND MAIN CROSS-STUD PARTITIONS,
OR USE FULLY BRACED, PER R602.10.3. A MINIMUM PANEL WIDTH OF 48" IS REQUIRED TO EFFECTIVELY
BRACE THE PARTITION. SEE TABLE R602.10.3, CATEGORY "C". IF BRACING DOES NOT COMPLY, PROVIDE A
LATERAL ANALYSIS OR ALTERNATE DESIGN TO BE REVIEWED BY THE PLANS EXAMINER. WIND FORCES
FOR SINGLE STORY RESIDENCES SHALL USE 90 MPH, EXPOSURE "B". TWO STORY RESIDENCES OR AREAS OF
HIGHER WIND SHALL USE EXPOSURE "C".


SECTIONS - DETAILS - MISC. NOTES:

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

2. PROVIDE A BUILDING CROSS-SECTION. MORE THAN ONE MAY BE REQUIRED TO CLEARLY ILLUSTRATE HOW
THE STRUCTURE IS BUILT.

3. CROSS-SECTIONS SHALL BE CROSS-REFERENCED TO THE FLOOR PLAN AND FRAMING PLANS.

PLUMBING PLANS:

1. NOTE AND SPECIFY ALL PIPING MATERIALS.

2. PROVIDE AN ISOMETRIC DRAWING 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 MIN FOR THIS PROJECT 1 ½"

4. THE CITY OF TUCSON HAS NOT ADOPTED THE PLUMBING SECTION OF THE IRC 2OOO. THE CURRENT CODE BEING USED IS THE 1994 UPC WITH THE STATE AMENDMENTS. ALL PLANS MUST REFERENCE TO THIS CODE.

MECHANICAL PLANS:

1. NOTE ON PLANS: MECHANICAL SHALL COMPLY WITH CHAPTERS 12 -16 AND18- 24 2000 IRC.

2. GAS APPLIANCES SHALL COMPLY WITH 1994 UPC WITH STATE AMENDMENTS FOR COMBUSTION AIR REQUIREMENTS. DETAIL HOW.

ELECTRICAL PLANS:

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

2. AT LEAST ONE WALL SWITCH CONTROLLED LIGHT OR OUTLET MUST BE PROVIDED IN BATHROOMS,
HALLWAYS, STAIRWAYS, ATTACHED GARAGES, OUTDOOR ENTRANCES OR EXITS AND ALL HABITABLE
ROOMS PER E3801.

3 ALL FIXTURES LOCATED ABOVE TUBS OR SHOWERS MUST BE APPROVED FOR WET CONDITIONS

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

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:
TERRY STEVENS @ 791-5550 EXT. 112


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.

Final Status

Task End Date Reviewer's Name Type of Review Description
08/21/2003 CINDY AGUILAR OUT TO CUSTOMER Completed
08/19/2003 ANGIE SHOFFSTALL REJECT SHELF Completed