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Permit Review Detail

Permit Number: T04CM04440
Parcel: 117040240

Address:
524 E 4TH ST

Review Status: Completed

Review Details: RESUBMITTAL

Permit Number - T04CM04440
Review Name: RESUBMITTAL
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
04/12/2005 DAVE WITT BUILDING-RESIDENTIAL REVIEW Denied PLAN CHECK COMMENTS - PROJECT #T04CM04440

4/12/05 524 E. 4TH 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. PROVIDE THE DIMENSIONS FROM THE PROPERTY LINES TO THE WALLS OF THE WEAVER'S STUDIO. OVERHANGS CAN PROJECT INTO THE 3' FIRE SEPARATION DISTANCE A MAXIMUM OF 1', BUT IT IS REQUIRED TO BE FIRE RATED. SEE R302 .

FOUNDATION PLANS:

1. LOCATE AND SPECIFY ALL FOUNDATION HOLD-DOWNS AND ANCHOR BOLT SPACING FOR BRACED WALL PANELS ON THE FOUNDATION PLAN. THE BRACED WALL PANELS AROUND THE THREE WINDOW NUMBER 3 APPEAR TO BE LESS THAN 2'-8". SEE R602.10

2. ALL FOUNDATION HOLD-DOWNS AND ANCHOR BOLT SPACING FOR SHEAR WALLS SHALL BE SPECIFIED AND
LOCATED. SEE R602.10 .

FLOOR PLANS:

1. LOCATE AND IDENTIFY BRACED WALL PANEL TYPES AND LOCATIONS. PROVIDE NAILING SCHEDULE. SEE R602.10 .

2. THE MINIMUM HEIGHT FOR A MEZZANINE CEILING IS 7'-0". SEE IBC505.1 AND IRC R305 .

STRUCTURAL PLANS:

1. SPECIFY THE GRADE AND SPECIES OF ALL LUMBER. THE WESTERN WOOD PRODUCTS ASSOCIATION NO LONGER LISTS STANDARD AND BETTER AS A GRADE FOR SPRUCE-PINE-FIR.

2. SPECIFY THE LOLLY COLUMN. OR, A PIPE. IF A PIPE, IS IT "EXTRA STRONG" OR "DOUBLE EXTRA STRONG"? PLEASE RECONSIDER THE "PB" AS A BASE FOR THE LOLLY COLUMN. PLEASE PROVIDE A COLUMN TO FLOOR CONNECTION.

3. SPECIFY THE BEAM IN THE FLOOR FRAMING AND PROVIDE A CROSS SECTION OF THE JOIST TO BEAM CONNECTION.

4. THE LOCATION OF THE BEAM IN THE LOFT FRAMING IS DRAWN OFF CENTER. IS THE RIDGE OFF CENTER? WHAT WILL BE THE MAXIMUM FLOOR JOIST SPAN.

5. SECTION A-A/ 3 ; ½"X 6" LAG @ 24"OC INTO SPF APPEARS TO BE INADEQUATE, DEPENDING ON THE FLOOR BEAM LOCATION, FOR A LEDGER/STUD CONNECTION. PLEASE JUSTIFY.

6. DETAIL THE SHEAR CONNECTIONS FROM THE FOUNDATION (i.e. HOLD-DOWNS WHERE REQUIRED ) TO THE ROOF PLYWOOD (i.e THE DECK TO BLOCK CONNECTION). BLOCK WALL SHEATHING JOINTS AT THE REQUIRED BRACED WALL PANELS (R602.10).

7. PROVIDE STAIRWAY CONNECTIONS TO THE SLAB AND TO THE LOFT FLOOR.

ELEVATIONS:

1. INDICATE ALL MATERIALS USED; STUCCO, CONCRETE BLOCK, GLASS BLOCK, ROOFING SYSTEMS, SIDING,
VENEERS, ETC.

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

SECTIONS - DETAILS - MISC. NOTES:

1. LABEL THE MATERIALS IN THE CROSS SECTION OF AN INTERIOR WALL.

2. IDENTIFY THE STUDS AND THEIR SPACING IN THE CROSS SECTION. SEE TABLE R602.3.5 .

3. WOOD SILL PLATES SHALL BE FOUNDATION GRADE REDWOOD OR PRESSURE-TREATED WOOD PER R324.

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

5. NOTE AND SPECIFY ALL LEDGERS AND CONNECTIONS TO WOOD, FRAME OR MASONRY.

6. DETAIL AND NOTE ALL MASONRY WALL REINFORCEMENT PER R606.11.2.2.3.

7. 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.

8. DETAIL MASONRY FIREPLACES. PROVIDE DIMENSIONED AND NOTED SECTIONS AND FIREBOX PLAN. STATE
FLUE SIZE, DIMENSION HEARTH WIDTH AND REINFORCING. NOTE AND DETAIL ANCHORAGE TIE STRAPS
FASTENED TO A MINIMUM OF FOUR JOINTS WITH 2-1/2" BOLTS EMBEDDED INTO MASONRY AND ENGAGING
THE OUTER REINFORCING BARS WITH A 6" HOOKED EXTENSION. SEE TABLE AND FIGURE R1003.1.

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

PLUMBING PLANS:

1. NOTE AND SPECIFY ALL PIPING MATERIALS.

2. 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 . INCLUDE THE EXISTING GAS APPLIANCES IN THE EXISTING HOUSE.

3. WATER LINE: PROVIDE TOTAL FIXTURE DEMAND & MAXIMUM DEVELOPED LENGTH. PROVIDE THE MAXIMUM LENGTH OF THE WATER LINE FROM THE METER TO THE MOST REMOTE APPLIANCE. THE FIXTURE UNITS USED APPEAR TO CONFLICT WITH THE UNIFORM PLUMBING CODE'S TABLE 6-3 .

4. THE W & V DIAGRAM DOESN'T APPEAR TO FIT THE FLOOR PLAN.

5. PROVIDE PRESSURE AND TEMPERATURE VALVE AND LINE AT THE WATER HEATER.


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 R303.8.

ELECTRICAL PLANS:

1. RECEPTACLES ARE REQUIRED ALONG THE LOFT'S GUARD RAIL. SEE E3801.2.1 .

2. PROVIDE LOAD CALCULATIONS TO JUSTIFY THE AMPACITY OF THE SUB-PANEL AND THE SERVING ELECTRICAL SERVICE.

3. INDICATE THE LOCATION OF THE MECHANICAL EQUIPMENT.

4. PLEASE CHECK THE NOTE REGARDING CLOSET LIGHT LOCATION FOR A "TYPO". SEE E3903.11 .

5. PLEASE ENLARGE THE ELECTRICAL PANEL SCHEDULE FOR LEGIBILITY.

6. THE PANEL SCHEDULE APPEARS AS A SUB-PANEL. IF IT'S THE MAIN PANEL, PROVIDE CALCULATIONS TO SIZE THE SUB-PANEL AT THE EXISTING DWELLING AND SIZE THE FEEDERS.

7. PROVIDE AN ELECTRICAL RISER DIAGRAM.

MODEL ENERGY CODE:

1. PROVIDE ENERGY CALCULATIONS PER THE 1998 IECC, OR COMPLY WITH IRC CHAPTER 11.

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.

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
04/14/2005 CINDY AGUILAR OUT TO CUSTOMER Completed
04/14/2005 SUE REEVES REJECT SHELF Completed