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Permit Review Detail

Permit Number: T03CM01239
Parcel: 113070940

Review Status: Completed

Review Details: RESIDENTIAL BLDG/ZONING/FLOOD-WALK THRU

Permit Number - T03CM01239
Review Name: RESIDENTIAL BLDG/ZONING/FLOOD-WALK THRU
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
03/14/2003 PATRICIA GEHLEN ZONING REVIEW Approved
03/14/2003 BLANCA ESPINO FLOODPLAIN REVIEW Approved
03/14/2003 PATRICIA GEHLEN NPPO REVIEW Passed
04/08/2003 DAVE WITT BUILDING-RESIDENTIAL REVIEW Denied PLAN CHECK COMMENTS - PROJECT #T03CM01239

4/9/03 1729 E. BLACKLIDGE ST.



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 PLANS SHALL BE LEGIBLE AND A SCALE NO SMALLER THAN ¼ INCH = 1-FOOT SHALL BE USED
FOR ALL FLOOR PLANS, FRAMING PLANS AND ELEVATIONS. DETAILS &CROSS SECTIONS AT A MINIMUM 3/8 INCH = 1-FOOT SCALE.

2. 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.

3. 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, 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. DIMENSION THE WALL THICKNESS, FOOTING WIDTH THICKNESS AND DEPTH INTO UNDISTURBED SOIL FOR
EACH FOOTING TYPE AND CONDITION. ( SITE WALL AND PORCH )

2. NOTE AND DETAIL MINIMUM REINFORCING, OR PROVIDE CODE JUSTIFICATION OF ALTERNATE:

FLOOR PLANS:

1. DETAIL AND SPECIFY STAIR WIDTH (MINIMUM 36"), RISE AND RUN (MINIMUM 10" TREAD DEPTH AND 7 ¾"
MAXIMUM RISER HEIGHT PER R314), LANDING WIDTH (PER R312), HANDRAIL HEIGHTS (PER R315),
GUARDRAIL HEIGHT (PER R316) AND INTERMEDIATE RAIL SPACING (PER R316). SEE ALSO R314.6 .

2. PROVIDE A ONE HOUR FIRE WALL WHERE THE STRUCTURE IS LESS THAN 3 FEET FROM THE PROPERTY LINE. ALSO, PROVIDE THE CONNECTION DETAILS AND ILLUSTRATE COMPOSION OF THE WALL.

STRUCTURAL PLANS:

1. PROVIDE COMPLETE ROOF FRAMING . SHOW SIZE, SPACING AND SPAN OF ALL FRAMING
MEMBERS, RAFTERS, BEAMS,LEDGERS AND BLOCKING.

2. SPECIFY LUMBER GRADE AND SPECIES.




3. COMPLETELY DETAIL ALL CONNECTIONS AND CROSS-REFERENCE TO THE FRAMING
PLANS:
- BEAM TO POST
- POST TO SLAB
- LEDGERS TO MASONRY, LEDGERS TO FRAME, FRAME TO LEDGERS
- RAFTER TO LEDGER
- HANGER TYPES
- STRAPS

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

5. THE LEDGER BOLTS SHOWN IN DETAIL 3 ON SHEET 4 AND ON THE FRAMING PLAN ARE DIFFERENT THAN I.R.C. LEDGER BOLT SIZE AND SPACING IN FIGURE R606.10(1). PLEASE JUSTIFY.

6. PROVIDE STAIRWAY CONNECTION DETAILS AND STRINGER SIZES. PRE-FABRICATED METAL STAIR SHALL
HAVE MANUFACTURER'S SPECIFICATIONS ATTACHED TO PLANS.

7. DESIGN TECH'S STRUCTURAL CALCULATION DETAILS APPEAR TO DIFFER FROM THE DETAILS ON THE PLANS.

8. PROVIDE SPECIAL INSPECTOR FOR THE EPOXY AND HELICAL PIERS .

9. PROVIDE RONALD H. SCHNEIDER'S SHEET 4.

10. PROVIDE ENGINEER'S JUSTIFICATION OF THE STAIRWAY, CONNECTIONS, AND FOOTING.

11. THE 4X10 PORCH BEAM NEAR THE LATTICE APPEARS TO BE INADEQUATE.
12. PROVIDE THE SPECIFICATIONS FOR THE PORCH LUMBER. WHEN WAS IT PURCHASED ?
13. PROVIDE CROSS SECTIONS OF THE PORCH CONNECTIONS. ( POST/FOOTING, POST/BEAM, BEAM/HOUSE & WELL HOUSE )
14. PROVIDE A BEAM AT THE EAST SIDE OF THE LATTICE.
15. PROVIDE A CROSS SECTION OF THE LATTICE.
16. THE 4X8 HIP APPEARS INADEQUATE.
17. PLEASE JUSTIFY THE RAFTERS ON THE EAST SIDE WITH A 5'-2" OVER HANG.
18. PLEASE JUSTIFY THE RAFTERS ON THE SOUTH SIDE WITH A 5'-0" OVERHANG.
19. WHAT IS THE PURPOSE OF THE CENTER 4X6 POST ON THE WEST SIDE ?
20. WHAT DOES THE 24"SQUARE FLUE OPENING ACCOMMODATE ?
21. PLEASE CLARIFY " BOLTED WITH ALL THREAD AND CHAIN HOLDDOWN (TYP.) " ON THE FRAMING PLAN.

ELEVATIONS:

1. NOTE AND SPECIFY ALL ROOF SLOPES APPROPRIATE TO MATERIAL (SEE R905).


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

Final Status

Task End Date Reviewer's Name Type of Review Description
04/14/2003 TAMI ACHONG OUT TO CUSTOMER Completed