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Permit Review Detail

Permit Number: T04CM00108
Parcel: 110101220

Review Status: Completed

Review Details: OTHER

Permit Number - T04CM00108
Review Name: OTHER
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
02/02/2004 Terry Stevens BUILDING-RESIDENTIAL REVIEW Denied PLAN CHECK COMMENTS - PROJECT #T04CM00108
2/4/04
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.

FOUNDATION PLANS:

1. INDICATE THE SLOPE FOR EXTERIOR SLABS, PER R312.

2. SPECIFY ALL POST ANCHORS ON THE FOUNDATION PLAN.------DETAIL 4/A4, AN APS IS NOT A POST BASE. IT IS A STANDOFF ONLY. HOW IS POST ATTACHED TO CONCRETE? IF A PBV IS USED FOR CONNECTION, A SPECIAL INSPECTION IS REQUIRED FOR EPOXY.

3. ALL FOUNDATION HOLD-DOWNS AND ANCHOR BOLT SPACING FOR SHEAR WALLS SHALL BE SPECIFIED AND
LOCATED.----------HOLDDOWNS INDICATED ARE FOR STEEL FRAMED WALLS NOT WOOD FRAMING. AS WELL AS SHEAR WALL BEING CALLED OUT WITH SHEET METAL SCREWS.-------CLARIFY.

FLOOR PLANS:

1. PROVIDE THE LOCATIONS OF TEMPERED GLASS PER R308.4.-------REQUIRED WITHIN 24" OF A DOOR, MISSING AT KITCHEN AREA FOR TWO WINDOWS

2. LOCATE AND IDENTIFY SHEAR WALL TYPES AND LOCATIONS. PROVIDE NAILING SCHEDULE.
SEE FOUNDATION NOTE #3

STRUCTURAL PLANS:

1. DETAIL 19/A4--------HEADER MISSING TO SUPPORT ROOF OF NEW ADDITION. 6X10 INDICATED IS ABOVE ROOF LINE. ON DETAIL 13/A4 IS THE BEAM LOCATED ABOVE THE ROOF LINE ALSO?

2. DETAIL 14/A4-------POSITIVE CONNECTION MISSING AT LEDGER

3. DETAILS 9/A4 AND 12/A4-----INDICATE HOW EDGE NAILING FOR ROOF SHEATHING WILL BE PROVIDED.

4. DETAIL 11/A4--------21/2" LAG PENETRATION INTO END GRAIN OF POST IS NOT ADEQUATE, MIN. 6" REQUIRED.

5. 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".------------AS SUBMITTED DOES NOT MEET ALTERNATE BRACED WALL DESIGN.

MECHANICAL PLANS:

1. THE DWELLING MUST BE PROVIDED WITH HEATING CAPABLE OF MAINTAINING A ROOM TEMPERATURE OF
68 DEGREES AT A POINT 3' ABOVE THE FLOOR PER R303.6.-------------INDICATE REQUIRED HEAT STRIP AT HEAT PUMPS.



ELECTRICAL PLANS:

1. NOTE THAT TWO OR MORE 2OAMP 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.

2. CROSS REFERENCE ALL RECEPTS., LIGHTS, AND SWITCHES TO PANEL SCHEDULE.

IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT YOUR ASSIGNED PLANS EXAMINER:
TERRY STEVENS @ 791-5550 EXT. 1112

Final Status

Task End Date Reviewer's Name Type of Review Description
02/13/2004 TAMI ACHONG OUT TO CUSTOMER Completed
02/05/2004 ANGIE SHOFFSTALL REJECT SHELF Completed