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Permit Review Detail

Permit Number: T01CM05170
Parcel: 128070040

Address:
631 S TAMPICO AV

Review Status: Completed

Review Details: RESIDENTIAL BLDG/ZONING/FLOOD/WWM

Permit Number - T01CM05170
Review Name: RESIDENTIAL BLDG/ZONING/FLOOD/WWM
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
10/15/2001 MICHAEL ST. PAUL ZONING REVIEW Approved
10/15/2001 MICHAEL ST. PAUL NPPO REVIEW Passed
10/15/2001 DOUG WILLIAMS FLOODPLAIN REVIEW Approved
10/30/2001 TERRY STEVENS BUILDING-RESIDENTIAL REVIEW Denied PLAN CHECK COMMENTS - PROJECT #T01CM05170
10/30/01
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. 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:

1. INDICATE THE LOCATION OF SEWER OR SEPTIC LINE ON THE PROPERTY, AND WHERE THEY ENTER THE BUILDING. PROVIDE THE LOCATION OF YOUR 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.

FLOOR PLANS:

1. LABEL ALL ROOMS AND SPACES.

2. DESIGNATE THE OPERABLE PORTION OF WINDOWS, AS WELL AS THE LOCATIONS OF TEMPERED GLASS PER R308.4.

3. SHOW COMPLIANCE WITH R310 PROVIDING EGRESS FROM BEDROOMS.
- 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.

4. 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.

5. COMPLY WITH R309.2. PROVIDE ½" GYPSUM BOARD ON ALL WALLS COMMON TO THE GARAGE AND HOUSE.
WHERE SEPARATION IS A FLOOR-CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL
ALSO BE PROTECTED BY A MINIMUM ½" GYPSUM BOARD OR EQUIVALENT. NOTE DOORS BETWEEN HOUSE
AND THE GARAGE SHALL BE MINIMUM 1-3/8" SOLID CORE, PER R309.1

6. NOTE THAT BATHTUB AND SHOWER ENCLOSURES SHALL BE FINISHED PER p2710 WITH CERAMIC TILE, OR A
LISTED ENCLOSURE, TO A HEIGHT OF 72" ABOVE THE DRAIN PER R702.4 AND R307.2

7. FIREPLACES: - INDICATE FIREPLACE LOCATION, HEARTH SIZE AND MATERIALS, PER R1003.10 OR R1004.2
- FOR FACTORY BUILT OR ZERO CLEARANCE FIREPLACES, PROVIDE CUT SHEETS, MAKE,
MODEL NUMBER AND THE APPROVAL NUMBER OF THE APPROVED TESTING AGENCY
(IE: ICBO #), PER R1002 ALL SHALL COMPLY WITH UL127.
- FOR MASONRY FIREPLACES, SHOW CROSS-SECTION, PER R100.

8. IDENTIFY CEILING HEIGHTS IN ALL AREAS ON FLOOR PLAN. IF SLOPED CEILING, NOTE AVERAGE HEIGHT.

9. APPLIANCES INSTALLED IN GARAGES SHALL BE MOUNTED ON PLATFORMS AT LEAST 18" ABOVE THE
FLOOR, PER M1307.3

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.
1. HEADER AND LINTEL SCHEDULE ARE NOT READABLE------WILL NOT COPY
2. LINTEL OVER GARAGE OPENING MISSING ALSO AT FRONT ENTRANCE
3. BEARING WALL INDICATED ON DETAIL 9/1 IS A NONBEARING WALL ON POST TENSION CALCS.
4. IF WALL BETWEEN KITCHEN AND PATIO IS NONBEARING AS INDICATED ON POST TENSION CALCS., THEN TRUSSES BECOME TWO POINT BEARING THUS MAKING 8X8 BEAM AT PORCH OVERSPANNED FOR LOADS IMPOSED

3. 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.

4. DETAIL GABLE END BRACING CONNECTIONS.

5. SPECIFY AND DETAIL ALL OVER FRAMING. IF SOLID SHEATHING IS USED ON THE LOWER TRUSSES, PROVIDE
MINIMUM OPENINGS OF 22" BY 30" FOR ACCESS AND VENTILATION INTO OVER FRAMED AREAS (>30 S.F.). IF
SOLID SHEATHING IS NOT USED ON LOWER TRUSSES, PROVIDE DETAILS FOR BRACING OF TOP CHORD OF
LOWER TRUSSES.

6. COMPLETELY DETAIL ALL CONNECTIONS AND CROSS-REFERENCE TO THE FOUNDATION AND FRAMING
PLANS:
- BEAM TO POST------2 H2.5'S ARE INADEQUATE -----DETAIL 5/6
- THERE ARE MANY CROSS REFERENCES TO PAGE 5 ON ROOF FRAMING AND FLOOR PLAN----THERE IS NO PAGE 5 ----------- PLEASE CLARIFY ALL CROSS REFERENCES

7. SPECIFY WEIGHT OF ROOF SYSTEM ITEMS (IE WEIGHT OF SELECTED TILE). PROVIDE ICBO EVALUATION
REPORT NUMBER AND MANUFACTURER OF ALL CONCRETE OR CLAY-TYPE ROOFING.

ELEVATIONS:

1. SHOW CALCULATION OF ATTIC VENTILATION AREA IN COMPLIANCE WITH R806.2. NOTE LOCATION OF ALL
VENTS NEEDED TO COMPLY.

2. NOTE AND DIMENSION THAT THE FIREPLACE CHIMNEY MUST TERMINATE A MINIMUM OF 2' ABOVE ANY
POINT OF ROOF WITHIN 10' MEASURED HORIZONTALLY AND NOT LESS THAN 3' ABOVE THE POINT WHERE
THE CHIMNEY PASSES THROUGH THE ROOF, PER R1001.6

3. NOTE GLASS IN HAZARDOUS AREAS SHALL BE SAFETY GLASS PER R308.4.

SECTIONS - DETAILS - MISC. NOTES:

1. IF APPLIES---- DETAIL MASONRY FIREPLACES. PROVIDE DIMENSIONED AND NOTED SECTIONS AND FIREBOX PLAN. STATE FLUE SIZE, DIMENSION HEARTH WIDTH AND REINFORCING. NOTE AND DETAIL ANCHORAGE TIE STRAPS FASTENED TO A MINIMUM OF FOUR JOINTS WITH 2-1/2" BOLTS EMBEDDED INTO MASONRY AND ENGAGING THE OUTER REINFORCING BARS WITH A 6" HOOKED EXTENSION. SEE TABLE AND FIGURE R1003.1.

2. CROSS-SECTIONS SHALL BE CROSS-REFERENCED TO THE FLOOR PLAN, FRAMING PLANS AND TO ALL DETAILS.

PLUMBING PLANS:

1. NOTE ON PLANS THAT SHOWER AND TUB / SHOWER COMBINATIONS THAT HAVE INDIVIDUAL CONTROL
VALVES SHALL BE OF THE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE.

2. TWO-WAY CLEAN OUT FOR WASTE LINE MUST BE A MIN. 2 FT FROM EDGE OF BLDG.

MECHANICAL PLANS:

1. SUPPLY AND RETURN AIR DUCTS APPEAR TO BE UNDERSIZED. PROVIDE A MIN. 6 SQ. IN. PER 1000 BTU OF OUTPUT ----A 5 TON HEAT PUMP IS USUALLY ABOUT 40000 BTU

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 THE LOCATION AND CIRCUIT OF ALL REQUIRED LIGHT FIXTURES, RECEPTACLE OUTLETS, POWER
OUTLETS AND SWITCHES. PROVIDE A PANEL SCHEDULE NOTING CIRCUIT NUMBER AND SIZE ALONG WITH A
GENERAL DESCRIPTION.-----DESCRIPTION DOES NOT MATCH CROSS REFERENCE NUMBERS

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

5. A RECEPTACLE OUTLET SHALL BE PROVIDED ADJACENT TO THE BASIN IN EACH BATHROOM, PER E3801.6.
BATHROOM OUTLETS SHALL BE ON A SEPARATE 20 AMP CIRCUIT WITH NO OTHER OUTLETS, PER E33603.4.

6. NOTE THAT TWO OR MORE 20-AMP SMALL APPLIANCE CIRCUITS SHALL BE PROVIDED TO SERVE ALL
RECEPTACLE OUTLETS IN THE KITCHEN, BREAKFAST ROOM AND DINING ROOM. SUCH CIRCUITS SHALL
HAVE NO OTHER OUTLETS, PER E3603.2 AND E3801.3-4.5.

7. NOTE THAT AT LEAST ONE 20-AMP BRANCH CIRCUIT SHALL BE INSTALLED TO SERVE THE LAUNDRY ROOM,
AND THIS CIRCUIT SHALL HAVE NO OTHER OUTLETS, PER E33603.3 AND 3801.8.

8. SUBMIT ELECTRICAL RISER DIAGRAM.

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
10/31/2001 GERRY KOZIOL WWM REVIEW Approved

Final Status

Task End Date Reviewer's Name Type of Review Description
11/01/2001 MONICA VALDEZ OUT TO CUSTOMER Completed