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Permit Review Detail
Review Status: Completed
Review Details: RESIDENTIAL BLDG/ZONING/FLOOD/WWM
Permit Number - T02CM02457
Review Name: RESIDENTIAL BLDG/ZONING/FLOOD/WWM
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 06/06/2002 | DAN CASTRO | ZONING | REVIEW | Approved | |
| 06/06/2002 | DAN CASTRO | NPPO | REVIEW | Passed | |
| 06/06/2002 | JAMES TATE | FLOODPLAIN | REVIEW | Approved | |
| 06/17/2002 | REYES ARVAYO | BUILDING-RESIDENTIAL | REVIEW | Denied | PLAN CHECK COMMENTS - PROJECT #T02CM02457 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 ΒΌ 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. 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. DIMENSION THE WALL THICKNESS, FOOTING WIDTH THICKNESS AND DEPTH INTO UNDISTURBED SOIL FOR EACH FOOTING TYPE AND CONDITION PER TABLE R403.1. 3. NOTE AND DETAIL MINIMUM REINFORCING, OR PROVIDE CODE JUSTIFICATION OF ALTERNATE: - MONOLITHIC - ONE (1) #5 OR TWO (2) #4 REBARS IN THE MIDDLE OF THE FOOTING. - STEMWALL - ONE (1) #4 REBAR IN THE BOTTOM OF THE FOOTING AND ONE (1) #4 REBAR IN THE TOP OF THE STEM ON BRACED WALLS PER R602.10.6 - STEMWALL (WITH UNBALANCED FILL) - PER TABLE R404.1.1 (1-4) 4. FOOTING WIDTHS FOR ONE-STORY, PER TABLE R403.1: - 16" MINIMUM; WOOD FRAME - 19" MINIMUM; HOLLOW CONCRETE/MASONRY - 22" MINIMUM; SOLID FULLY GROUTED/MASONRY 6. DETAIL ALL FOOTINGS FOR THE FOLLOWING: - INTERIOR BEARING WALLS - POSTS 7. LOCATE AND SPECIFY ALL ANCHOR BOLT SPACING AND POST ANCHORS ON THE FOUNDATION PLAN. 8. ALL FOUNDATION HOLD-DOWNS AND ANCHOR BOLT SPACING FOR SHEAR WALLS SHALL BE SPECIFIED AND LOCATED. FLOOR PLANS: 1. FLOOR PLAN DOESN'T MATCH SITE PLAN LAYOUT OR DEMENSIONS 2. NOTE THAT BATHTUB AND SHOWER ENCLOSURES SHALL BE FINISHED PER p2710 WITH CERAMIC TILE, OR A LISTED ENCLOSURE, TO A HEIGHT OF 72" ABOVE THE DRAIN PER R702.4 AND R307.2 3. LOCATE AND IDENTIFY SHEAR WALL TYPES AND LOCATIONS. PROVIDE NAILING SCHEDULE. 4. IDENTIFY CEILING HEIGHTS IN ALL AREAS ON FLOOR PLAN. IF SLOPED CEILING, NOTE AVERAGE HEIGHT. STRUCTURAL PLANS: 1. SPECIFY DESIGN CRITERIA ON PLANS. VALUES FOR , ROOF DEAD LOAD AND LIVE LOAD. 2. PROVIDE COMPLETE ROOF AND FLOOR FRAMING PLANS. SHOW SIZE, SPACING AND SPAN OF ALL FRAMING MEMBERS, TRUSSES, JOISTS, RAFTERS, BEAMS, GLULAMS, LINTELS, HEADERS, LEDGERS AND BLOCKING. 3. SPECIFY LUMBER GRADE AND SPECIES. SPECIFY MANUFACTURER AND SERIES ON GLULAMS AND "I" JOISTS. 4. COMPLETELY DETAIL ALL CONNECTIONS AND CROSS-REFERENCE TO THE FOUNDATION AND FRAMING PLANS: - RAFER TO TOP PLATE - BEAM TO POST - POST TO SLAB - SILL TO SLAB, ANCHOR BOLT SIZES AND SPACING, POST TO SILL PLATE - LEDGERS TO MASONRY, LEDGERS TO FRAME, FRAME TO LEDGERS - JOIST TO LEDGER - HANGER TYPES - STRAPS - HOLD DOWN LOCATIONS AND TYPE 9. NOTE AND DETAIL TIE STRAPS FRAMING ANCHORS AND JOIST HANGERS BY TYPE, SIZE AND REQUIRED ATTACHMENT TO FRAMING MEMBERS. 10. SHOW DETAILS FOR ALL BEARING AND CRITICAL NON-BEARING CONDITIONS. ELEVATIONS: 1. PROVIDE COMPLETE DRAWINGS OF ALL ELEVATIONS. INCLUDE PATIO COVERS, DECKS, FIREPLACES AND BAY WINDOWS. SHOW BUILDING HEIGHTS. 2. INDICATE ALL MATERIALS USED; STUCCO, CONCRETE BLOCK, GLASS BLOCK, ROOFING SYSTEMS, SIDING, VENEERS, ETC. 3. NOTE AND SPECIFY ALL ROOF SLOPES APPROPRIATE TO MATERIAL (SEE R905). THE ATTIC PER R318.2.3. 4. PROVIDE A BUILDING CROSS-SECTION. MORE THAN ONE MAY BE REQUIRED TO CLEARLY ILLUSTRATE HOW THE STRUCTURE IS BUILT. 5. CROSS-SECTIONS SHALL BE CROSS-REFERENCED TO THE FLOOR PLAN AND FRAMING PLANS. PLUMBING PLANS: 1. NOTE AND SPECIFY ALL PIPING MATERIALS. 2. PROVIDE AN ISOMETRIC DRAWING OF WASTE LINES. SHOW SIZES OF WASTE LINES, VENTS AND REQUIRED CLEANOUTS. 3. WATER LINE: PROVIDE TOTAL FIXTURE DEMAND & MAXIMUM DEVELOPED LENGTH 4. NOTE ON PLAN COMPLIANCE WITH WATER CONSERVATION; WATER CLOSETS 1.6 GALLONS PER FLUSH, SINKS AND SHOWERHEADS 3 GALLONS PER MINUTE. 5. NOTE ON PLANS THAT SHOWER AND TUB / SHOWER COMBINATIONS THAT HAVE INDIVIDUAL CONTROL VALVES SHALL BE OF THE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE. MECHANICAL PLANS: 1. NOTE ON PLANS: MECHANICAL SHALL COMPLY WITH CHAPTERS 12 - 24 2000 IRC. 2. INDICATE SIZE OF DUCTING , REGISTERS- ELECTRICAL PLANS: 1. NOTE ON PLANS: ELECTRICAL WORK SHALL COMPLY WITH CHAPTERS 33 - 42, 2000 IRC. 2. DESIGNATE THE LOCATION AND CIRCUIT OF ALL REQUIRED LIGHT FIXTURES, RECEPTACLE OUTLETS, POWER OUTLETS AND SWITCHES. PROVIDE A PANEL SCHEDULE NOTING CIRCUIT NUMBER AND SIZE ALONG WITH A GENERAL DESCRIPTION. 6. RECEPTACLE OUTLETS SHALL BE PROVIDED AT EACH KITCHEN COUNTER SPACE WIDER THAN 12", AND SHALL BE INSTALLED SO THAT NO POINT ALONG THE WALL LINE IS MORE THAN 24" FROM A RECEPTACLE OUTLET, PER E3801.4.1 7. A RECEPTACLE OUTLET SHALL BE PROVIDED ADJACENT TO THE BASIN IN EACH BATHROOM, PER E3801.6. BATHROOM OUTLETS SHALL BE ON A SEPARATE 20 AMP CIRCUIT WITH NO OTHER OUTLETS, PER E33603.4. 8. ALL RECEPTACLE OUTLETS IN BATHROOMS, KITCHENS, UNFINISHED BASEMENTS, GARAGES OR CARPORTS, AT GRADE LEVEL AND WITHIN 6' OF A WET BAR OR KITCHEN SINK SHALL HAVE GROUND FAULT CIRCUIT INTERRUPTING PROTECTION. NOTE ON THE DRAWINGS AT EACH OUTLET REQUIRING SUCH PROTECTION, PER E3802. 9. ELECTRICAL LOAD CALCULATIONS ARE REQUIRED WITH MORE THAN 4 CIRCUITS. 10. SUBMIT PANEL SCHEDULE SHOWING CIRCUIT AMPACITY, WIRE SIZES, PANEL SIZE AND CIRCUIT NUMBERS. 11. SUBMIT ELECTRICAL RISER DIAGRAM. 12. SHOW LOCATIONS OF SMOKE DETECTORS PER R317. NOTE THAT ALL SMOKE DETECTORS MUST BE INTERCONNECTED WITH A POWER SOURCE FROM THE BUILDING WIRING, AND SHALL BE EQUIPPED WITH BATTERY BACKUP 13. RELOCATING GAS RANGE OR ELECT?- CLARIFY IF RELOCATING KITCHEN CABINETS 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: REYES ARVAYO @ 791-5550 EXT. 3 |
| 06/17/2002 | GERRY KOZIOL | WWM | REVIEW | Denied |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 06/19/2002 | MONICA VALDEZ | OUT TO CUSTOMER | Completed |