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Permit Review Detail

Permit Number: T03CM05185
Parcel: 12218217A

Review Status: Completed

Review Details: OTHER

Permit Number - T03CM05185
Review Name: OTHER
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
11/29/2003 Terry Stevens BUILDING-RESIDENTIAL REVIEW Denied PLAN CHECK COMMENTS - PROJECT #T03CM05185
11/29/03
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 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. FOOTING WIDTHS FOR ONE-STORY, PER TABLE R403.1:
- 16" MINIMUM; WOOD FRAME

2. MIN. SIZE OF A LANDING OUTSIDE OF A DOOR IS 36".

3. LOCATE AND SPECIFY ALL ANCHOR BOLT SPACING ON THE FOUNDATION PLAN.

4. ALL FOUNDATION HOLD-DOWNS AND ANCHOR BOLT SPACING FOR SHEAR WALLS SHALL BE SPECIFIED AND
LOCATED.--------------A HOLD DOWN IS REQUIRED AT EACH END OF A PANEL LESS THAN 4' IN LENGTH.

FLOOR PLANS:

1. FIREPLACES: - INDICATE HEARTH SIZE AND MATERIALS, PER R1003.10 OR R1004.2

2. LOCATE AND IDENTIFY BRACED WALL TYPES AND LOCATIONS.

STRUCTURAL PLANS:

1. INDICATE WHERE THE NEXT BEARING WALL IS IN THE EXISTING HOUSE. UNABLE TO CHECK LVL BEAM SIZE WITHOUT KNOWING THE TRIBUTARY WIDTH.

2. AT DETAILS 1,2, & 3 OF 5, HOW ARE LEDGERS BEING CONNECTED TO FRAMING FOR SHEAR LOADS? [16D NAILS, LAG SCREWS, ETC.]

3. 91/2" LPI 26a @ 24" OC ARE OVERSPANNED. MAX. SPAN ALLOWED IS 17'4".

4. 6X8 BEAM SPANNING 12' AT SLIDING DOOR APPEARS TO BE OVERSPANNED.-----CHANGE OR SUBMIT CALCS.

5. COMPLETELY DETAIL ALL CONNECTIONS AND CROSS-REFERENCE TO THE FOUNDATION AND FRAMING
PLANS:
- SILL TO SLAB, ANCHOR BOLT SIZES AND SPACING,

6. NOTE AND DETAIL JOIST HANGERS BY TYPE, SIZE AND REQUIRED ATTACHMENT TO FRAMING MEMBERS.

ELEVATIONS:

1. 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
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
FOR ENTIRE HOUSE--------UNABLE TO DETERMINE IF ADDING GAS PACK WILL OVER LOAD EXISTING.

ELECTRICAL PLANS:

1. PROVIDE A SERVICE RECEPTACLE AT ROOF MOUNTED A/C.

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
12/03/2003 LISA LESNY OUT TO CUSTOMER Completed
12/02/2003 LISA LESNY REJECT SHELF Completed