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Permit Review Detail

Permit Number: T04CM01365
Parcel: 113104020

Address:
1600 E SPRING ST

Review Status: Completed

Review Details: RESIDENTIAL BLDG/WWM

Permit Number - T04CM01365
Review Name: RESIDENTIAL BLDG/WWM
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
04/14/2004 MELISSA POULIN WWM REVIEW Approved
04/27/2004 David Witt BUILDING-RESIDENTIAL REVIEW Denied PLAN CHECK COMMENTS - PROJECT #T04CM01365

4/30/04 1600 E. SPRING 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.

4. LIST THE SQUARE FOOTAGES FOR ALL THE FOLLOWING AREAS SEPARATELY ON THE DRAWINGS:
- LIVABLE AREA
- GARAGE
- PORCH/PATIO COVERS
- DECKS



SITE PLAN:

1. INDICATE THE LOCATION OF GAS, IF APPLICABLE, 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. 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. WHY ARE THE DIMENSIONS TO BE VERIFIED IN THE FIELD? PLEASE SUBMIT ACTUAL DIMENSIONS.

3. DIMENSION THE LOCATION OF THE CENTER PAD FOR THE CONNECTING PORCH.

FLOOR PLANS:

1. WHY ARE THE DIMENSIONS TO BE VERIFIED IN THE FIELD? PLEASE SUBMIT ACTUAL DIMENSIONS.

2. DETAIL AND SPECIFY STAIR WIDTH, RISE AND RUN, MAXIMUM RISER HEIGHT,HANDRAIL HEIGHTS,
GUARDRAIL HEIGHT, AND INTERMEDIATE RAIL SPACING.

STRUCTURAL PLANS:

1. PROVIDE ENGINEERED DRAWINGS FOR THE SPIRAL STAIRWAY.

2. PROVIDE A FRAMING PLAN FOR THE CONNECTING PORCH.

3. SPECIFY LUMBER GRADE AND SPECIES.

4. JUSTIFY THE ROOF'S 2 X 12 RIDGE BEAM.

5. PRE-FABRICATED METAL STAIR SHALL HAVE MANUFACTURER'S SPECIFICATIONS ATTACHED TO PLANS.

SECTIONS - DETAILS - MISC. NOTES:

1. 8 / A-6 ; PROVIDE AND JUSTIFY THE WALL THICKNESS OF THE 4" SQUARE TUBE SUPPORTING THE BEAMS.

2. FINISH NOTE B / A-4 ; HOW DOES THE CEILING GYP. BOARD, ON THE CEILINGS FRAMED AT 24", COMPLY WITH TABLE R702.3.5 FOOTNOTE D?

3. N / A-6 ; PROVIDE THE SPACING OF THE HORIZONTAL JOINT REINFORCEMENT.

4. N,5,2.1 / A-6 ; HOW WILL THE ¾" FURRING ACCOMMODATE THE R-19 INSULATION?

5. SECTION A-A / A-5 ; PROVIDE THE PLATE HEIGHT.

6. PROVIDE THE HORIZONTAL JOINT REINFORCEMENT SPACING.

7. 2.1 / A-6 ; PROVIDE THE SPACING OF THE VERTICALS.

8. 3 / A-6 ; HOW DOES THE NAME OF THIS DETAIL APPLY?

9. 3 / A-6 ; CLARIFY " * MIN. EXT. LIVING AREAS TYP. ".

PLUMBING PLANS:

1. INCLUDE HOSE BIBS IN THE NEW AND THE EXISTING WATER FIXTURE UNITS TABLE.

2. JUSTIFY THE WATER SERVICE , INCLUDING EXISTING LOADS, BACK TO THE WATER METER PER U.P.C. TABLE 6-4.

3. PLUMBING NOTE 1 / A-7 ; VALVES AREN'T PERMITTED IN PT&R LINES. SEE U.P.C. 608.4.

4. WATER LINE: PROVIDE TOTAL FIXTURE DEMAND & MAXIMUM DEVELOPED LENGTH

5. PROVIDE GAS TO THE GAS PACK.

ELECTRICAL PLANS:

1. LOCATE THE RECEPTACLES IN ACCORDANCE WITH " 16. ELECTRICAL REQUIREMENTS" NOTE 2 / A-9. SEE E3801.2.1 .

2. PLEASE SPECIFY THE FEEDERS TO SUB-PANEL B.

3. PROVIDE A SMOKE DETECTOR ON THE GROUND FLOOR. SEE R317.1 ITEM 3 .

4. CIRCUIT 6/8 IN THE MAIN PANEL APPEARS TO BE A 50 AMP CIRCUIT FEEDING A 67 AMP LOAD.

5. LIGHT FIXTURES IN SHOWERS OR OVER A TUB IS REQUIRED TO BE LISTED AS APPROVED FOR USE IN A WET AREA.





MODEL ENERGY CODE:

1. 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.

2. 7. ENERGY EFFICIENCY / A-8 ; THIS NOTE MENTIONS STEEL FRAME. PLEASE CLARIFY AND JUSTIFY THE R-11.

3. THE MEC CALCULATIONS SUBMITTED REQUIRE R-19 FOR THE WALLS. WILL2 X 6 FURRING BE PROVIDED? PLEASE CLARIFY. PLEASE STATE THR WINDOW U VALUE ON THE FLOOR PLAN OR ELEVATIONS.



IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT YOUR ASSIGNED PLANS EXAMINER:
DAVE WITT @ 791-5550 EXT. 1110

Final Status

Task End Date Reviewer's Name Type of Review Description
05/03/2004 CINDY AGUILAR OUT TO CUSTOMER Completed
04/30/2004 ANGIE SHOFFSTALL REJECT SHELF Completed