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Permit Review Detail

Permit Number: T02CM02399
Parcel: 106061570

Review Status: Completed

Review Details: RESIDENTIAL BLDG/ZONING/FLOOD

Permit Number - T02CM02399
Review Name: RESIDENTIAL BLDG/ZONING/FLOOD
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
05/13/2002 DOUG WILLIAMS FLOODPLAIN REVIEW Approved
05/14/2002 DAN CASTRO ZONING REVIEW Approved
05/14/2002 DAN CASTRO NPPO REVIEW Passed
06/11/2002 DAVE WITT BUILDING-RESIDENTIAL REVIEW Denied PLAN CHECK COMMENTS - PROJECT #T02CM02399

6/11/02 1331 W. PASTIME RD.

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 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.

2. 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)


1. INDICATE THE LOCATION OF GAS, WATER, ELECTRIC AND SEWER OR SEPTIC LINE ON THE PROPERTY, AND
WHERE THEY ENTER THE BUILDING. PROVIDE THE LOCATION OF YOUR WATER METER AND SEPTIC SYSTEM
IF IT EXISTS.


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. SHOW THE INTERIOR FOOTING BY THE EXISTING WALL FOR THE BEARING WALL IF YOU DON`T ANALYZE THE EXISTING BEARING WALL.

3. SHOW THE LANDING AT THE GLASS DOOR . IT`S REQUIRED TO BE AT LEAST 36" X AT LEAST THE WIDTH OF THE DOOR.

4. ALL FOUNDATION HOLD-DOWNS AND ANCHOR BOLT SPACING FOR SHEAR WALLS SHALL BE SPECIFIED AND
LOCATED FOR THE CORNER WALLS THAT ARE LESS THAN 4` WIDE. ( I.E. HD5A , HPAHD22, ETC. )


FLOOR PLANS:


1. SHOW COMPLIANCE WITH R310 PROVIDING EGRESS FROM BEDROOM #1 DIRECTLY TO THE OUTSIDE.

- MAXIMUM SILL HEIGHT OF 44"
- MINIMUM NET CLEAR AREA OF OPENING OF 5.7SF.
- MINIMUM NET CLEAR DIMENSIONS OF OPENING OF 24" HEIGHT BY 20" WIDTH.




2. LOCATE AND IDENTIFY SHEAR WALL TYPES AND LOCATIONS. PROVIDE NAILING SCHEDULE. ( I.E. THE CORNER WALLS LESS THAN 4` WIDE )


STRUCTURAL PLANS:

1. PROVIDE A HEADER FOR A 6` OPENING IN THE HEADER SCHEDULE.


2. PROVIDE MANUFACTURER'S CALCULATIONS AND DATA FOR PRE-FAB TRUSSES. TRUSS
CALCULATIONS MUST BE SIGNED, DATED AND WET-SEALED BY AN ENGINEER WHO IS REGISTERED IN
ARIZONA.

3. DETAIL THE TRUSS TO TOP PLATE CONNECTION.

4. PROVIDE THE EXISTING HEADER/LINTEL SIZES FOR THE EXISTING WALL , THE EXISTING RAFTER SPAN , EXISTING ROOF TYPE , AND THE COMPOSITION OF THE EXISTING COMMON WALL . OR PROVIDE A BEARING WALL AND FOOTING ADJACENT THE EXISTING COMMON WALL.

5. PROVIDE THE DETAIL 5 ON PAGE 4 REFERENCED IN THE ROOF FRAMING PLAN.

6. PROVIDE A CRICKET ON THE EXISTING ROOF FOR DRAINAGE.

7. SPECIFY THE ROOFING MATERIAL.

8. PROVIDE THE 2-#4 CONTINUOUS REBARS IN THE FOOTINGS.


ELEVATIONS:

1. PROVIDE COMPLETE DRAWINGS OF ALL ELEVATIONS. INCLUDE PATIO COVERS, DECKS, FIREPLACES AND
BAY WINDOWS. SHOW BUILDING HEIGHTS.

2. INDICATE THE ROOFING MATERIAL.






ELECTRICAL PLANS:

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

2. NOTE THE LOCATION, TYPE AND AMPERAGE OF THE PANEL. NOTE THE GROUNDING AND BONDING METHOD.

3. DESIGNATE CIRCUITS FOR THE LIGHT FIXTURES AND RECEPTACLE OUTLETS.
COMPLETE THE PANEL SCHEDULE NOTING CIRCUIT NUMBER AND SIZE ALONG WITH A
GENERAL DESCRIPTION.

4. PROVIDE AN EXTERIOR OUTLET AT GRADE LEVEL LOCATED AT THE BACK OF THE
DWELLING, PER E3801.7. THIS OUTLET SHALL BE GFI PROTECTED PER E3802.3.


MODEL ENERGY CODE:

1. CALL OUT THE "U" VALUES OF THE WINDOWS (IT GOT CUT OFF OF THE COPIES).



IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT YOUR ASSIGNED PLANS EXAMINER:
DAVID WITT @ 791-5550 EXT. 110

Final Status

Task End Date Reviewer's Name Type of Review Description
06/24/2002 MONICA VALDEZ OUT TO CUSTOMER Completed