Microfiche records prior to 2006 have not been completely digitized and may not be available yet on PRO. If you cannot find what you are looking for please submit a records request.

Permit Review Detail

Permit Number: T01CM02519
Parcel: 14023214A

Address:
5910 S EUCLID AV

Review Status: Completed

Review Details: RESIDENTIAL BLDG/ZONING/FLOOD/WWM

Permit Number - T01CM02519
Review Name: RESIDENTIAL BLDG/ZONING/FLOOD/WWM
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
05/25/2001 PETER MCLAUGHLIN ZONING REVIEW Approved
05/25/2001 PETER MCLAUGHLIN NPPO REVIEW Passed
05/25/2001 DOUG WILLIAMS FLOODPLAIN REVIEW Approved
06/08/2001 TERRY STEVENS BUILDING-RESIDENTIAL REVIEW Denied PLAN CHECK COMMENTS - PROJECT #T01CM02519
6/8/01

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. RETURN ALL REDLINED
PRINTS. THE FINAL PACKAGE SHALL CONSIST OF TWO DRAWINGS AND RELATED DOCUMENTS, ONE OF
WHICH THE CITY SHALL RETAIN AND THE OTHER SET WHICH WILL BE STAMPED AND RETURNED TO YOU.

2. 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 GAS LINE ON THE PROPERTY, AND WHERE IT 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. FOOTING WIDTHS FOR ONE-STORY, PER TABLE R403.1:
- 19" MINIMUM; HOLLOW CONCRETE/MASONRY

3. LOCATE AND DETAIL ALL FOOTINGS FOR THE FOLLOWING:
- GIRDER TRUSS BEARING LOCATIONS

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

STRUCTURAL PLANS:

1. 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.
MASONRY LINTELS MISSING
WHAT IS SUPPORTING EXISTING ROOF FRAMING----PROVIDE DETAIL OF CONNECTIONS ALSO

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

3. COMPLETELY DETAIL ALL CONNECTIONS AND CROSS-REFERENCE TO THE FOUNDATION AND FRAMING
PLANS:
- TRUSSES TO TOP PLATE
- TOP PLATE TO MASONRY WALL
- HANGER TYPES
- STRAPS

4. NOTE AND DETAIL TIE STRAPS, FRAMING ANCHORS AND JOIST HANGERS BY TYPE, SIZE AND REQUIRED
ATTACHMENT TO FRAMING MEMBERS.

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

ELEVATIONS:

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

2. FOR VENEER, NOTE AND SPECIFY TYPE OF VENEER. PROVIDE DETAIL AND SPECIFY ANCHORING METHOD,
BACKING, VAPOR BARRIER AND SUPPORT PER R301.2.2.3.

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.
PROVIDE CROSS SECTION SHOWING BEARING CONDITIONS

3. NOTE AND SPECIFY THE SIZE, SPACING AND LENGTH OF ANCHOR BOLTS FOR SILL PLATES, TOP PLATES AND
LEDGERS.

4. DETAIL AND NOTE ALL MASONRY WALL REINFORCEMENT PER R606.11.2.2.3.
BOND BEAMS MISSING

5. MIN. SIZE OF MASONRY WALLS IS 6"-NOT 4" WITH VENEER

6. MASONRY WALLS SHALL BE ANCHORED TO FLOORS AND ROOFS WHICH PROVIDE LATERAL SUPPORT FOR
THE WALL. DETAIL A POSITIVE DIRECT CONNECTION CAPABLE OF RESISTING THE HORIZONTAL FORCES.
SEE R606.11.2.2.1.

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

PLUMBING PLANS:

1. 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

NOTE: GAS LINES UNDER SLAB MUST BE SLEEVED AND VENTED ----DETAIL HOW-IF APPLIES

MECHANICAL PLANS:

1. GAS APPLIANCES SHALL COMPLY WITH CHAPTER 17 COMBUSTION AIR REQUIREMENTS. DETAIL HOW.

2. INDICATE SIZE AND LOCATION OF SUPPLY AND RETURN DUCTS

ELECTRICAL PLANS:

1. RECEPTACLE OUTLETS SHALL BE PROVIDED AT EACH KITCHEN COUNTER SPACE WIDER THAN 12", AND
SHALL BE INSTALLED SO THAT NO POINT ALONG THE WALL LINE IS MORE THAN 24" FROM A RECEPTACLE
OUTLET, PER E3801.4.1----3081.4.4.

2. ALL RECEPTACLE OUTLETS IN BATHROOMS, KITCHENS, UNFINISHED BASEMENTS, GARAGES OR CARPORTS,
AT GRADE LEVEL AND WITHIN 6' OF A WET BAR OR KITCHEN SINK SHALL HAVE GROUND FAULT CIRCUIT
INTERRUPTING PROTECTION. NOTE ON THE DRAWINGS AT EACH OUTLET REQUIRING SUCH PROTECTION,
PER E3802.

3. NOTE THAT TWO OR MORE 2-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.

MODEL ENERGY CODE:

1. PROVIDE ENERGY CALCULATIONS PER IECC, OR COMPLY WITH IRC CHAPTER 11.
AS SUBMITTED INADEQUATE

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.
R-13 WILL NOT FIT IN A 2X2 WALL--------WINDOWS CALLED OUT MAKE NO SENSE

IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT YOUR ASSIGNED PLANS EXAMINER:
TERRY STEVENS @ 791-5550 EXT. 112


NOTE: THESE COMMENTS MAY NOT BE ALL THAT IS REQUIRED. IT WILL DEPEND ON THE REVISIONS MADE WHICH MIGHT AFFECT OTHER ITEMS.
06/12/2001 GERRY KOZIOL WWM REVIEW Denied

Final Status

Task End Date Reviewer's Name Type of Review Description
06/27/2001 JKOZUCH OUT TO CUSTOMER Completed
06/12/2001 JKOZUCH REJECT SHELF Completed