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Permit Review Detail

Permit Number: T04CM01185
Parcel: 130070500

Address:
3537 E 23RD ST

Review Status: Completed

Review Details: RESIDENTIAL BLDG/WWM

Permit Number - T04CM01185
Review Name: RESIDENTIAL BLDG/WWM
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
04/02/2004 David Witt BUILDING-RESIDENTIAL REVIEW Denied PLAN CHECK COMMENTS - PROJECT #T04CM01185

4/5/04 3537 E.23RD. 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 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 WATER METER AND WHERE THE WATER SERVICE LINE ENTERS THE BUILDING.

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. PLEASE CLARIFY THE USE OF KEYNOTE 3 TO INDICATE, APPARENTLY, AN EXISTING WALL

3. JUSTIFY THE 16" FOOTINGS UNDER THE MASONRY WALLS. SEE R403.

FLOOR PLANS:

1. NOTE THAT BATHTUB AND SHOWER ENCLOSURES SHALL BE FINISHED TO A HEIGHT OF 72" ABOVE THE FLOOR PER R307.2 WITH A NON-ABSORBENT SURFACE.

STRUCTURAL PLANS:

1. ROOF FRAMING KEYNOTE 4 / S.2 ; PLEASE SPECIFY THE THICKNESS OF THE ANGLE IRONS.

2. SPECIFY THE SLOPE OF THE CARPORT ROOF. (OR ON THE ELEVATION)






ELEVATIONS:

1. THE SIDE ELEVATION HAS KEYNOTE 14 WHICH APPEARS TO POINT TO THE CARPORT BEAM BUT ISN'T LISTED.

2. A HEXAGON IS USED ON THE ELEVATIONS TO INDICATE A SPECIFIC KEYNOTE BUT A CIRCLE IS USED ON THE LEGEND.

SECTIONS - DETAILS - MISC. NOTES:

1. 2 / S.3 ; JUSTIFY THE 16" WIDE FOOTING UNDER A MASONRY WALL.

2. 2 / S.3 ; PROVIDE THE MINIMUM DEPTH BELOW GRADE.

3. 2 / S.3 ; DESCRIBE THE BOND BEAM.

4. 3 / S.3 ; DESCRIBE THE LENGTH OF THE ANCHOR BOLT. SEE R403.1.6 .

5. 7 / S.3 ; PROVIDE THE THICKNESS AND DEPTH OF THE FOOTING.

6. 7 / S.3 ; DESCRIBE THE FOOTING REINFORCEMENT.

7. 10 / S.3 ; SPECIFY THE LAG'S MINIMUM PENETRATION INTO THE BEAM AND JUSTIFY.

8. 10 / S.3 ; THIS DETAIL IS LABELED AS A LEDGER CONNECTION. SHOULD IT BE A RAFTER / BEAM CONNECTION?

9. 10 / S.3 ; SIMPSON'S CC66 IS HARDWARE TO CONNECT A BEAM TO A WOODEN POST. HOW WILL IT BE INSTALLED TO CONNECT TO A MASONRY COLUMN?

10. 10 / S.3 ; PLEASE SPECIFY THE T-111 AS 5/8" INSTEAD OF ½".

11. 11 / S.3 ; SPECIFY THE LENGTH AND SPACING OF THE PLATE BOLTS.

12. 11 / S.3 ; PLEASE SPECIFY WHERE THE WARM SIDE OF THE INSULATION IS LOCATED HERE IN TUCSON..

13. 12 / S.3 ; SPECIFY THE BEAM TO COLUMN CONNECTION.

PLUMBING PLANS:

1. NOTE AND SPECIFY ALL PIPING MATERIALS FOR THE D.W.V.

2. THE MINIMUM VENT SIZE FOR A WATER CLOSET IS 2". SEE U.P.C. TABLE 7-5.

3. PLEASE SPECIFY THE SHOWER VENT.

4. JUSTIFY THE ADEQUACY OF THE EXISTING WATER SERVICE, METER, AND WATER DISTRIBUTION SYSTEM TO CARRY THE ADDED FIXTURE UNITS.

5. PLUMBING GENERAL NOTE 1 / P.1 ; THE CODE OF REFERENCE SHOULD BE THE UNIFORM PLUMBING CODE WITH STATE AMENDMENTS.

ELECTRICAL PLANS:

1. PLEASE PROVIDE A RECEPTACLE IN THE HALLWAY. SEE E3801.10 .

2. THE LIGHT FIXTURE IN THE SHOWER IS REQUIRED TO BE LISTED AS APPROVED FOR USE IN WET AREAS.

3. THE RECEPTACLE BY THE LAVATORY IS REQUIRED TO BE ON A DEDICATED CIRCUIT. SEE E3603.4 .

4. PLEASE NOTE ON THE PLANS THAT THE EXISTING RESIDENCE IS REQUIRED TO BE PROVIDED WITH SMOKE DETECTORS. SEE R317.1.1 .





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.

3. THE MEC RECAP LISTS A SKYLIGHT THAT'S NOT ON THE PLANS. WHAT IS THE WALL INSULATION, ROOF INSULATION? PLEASE RE-CHECK THE WINDOW U-VALUE.







IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT YOUR ASSIGNED PLANS EXAMINER:
DAVE WITT @ 791-5550 EXT. 1110
04/06/2004 GERRY KOZIOL WWM REVIEW Approved

Final Status

Task End Date Reviewer's Name Type of Review Description
04/07/2004 EGRANT1 OUT TO CUSTOMER Completed
04/06/2004 ANGIE SHOFFSTALL REJECT SHELF Completed