Permit Review Detail
Review Status: Completed
Review Details: RESIDENTIAL BLDG/WWM
Permit Number - T03CM00951
Review Name: RESIDENTIAL BLDG/WWM
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 04/09/2003 | SEPTIC APPROVAL | WWM | REVIEW | Denied | STILL WAITING FOR PERC AND DESIGN TO BE BROUGHT INTO US |
| 05/06/2003 | REYES ARVAYO | BUILDING-RESIDENTIAL | REVIEW | Denied | PLAN CHECK COMMENTS - PROJECT #T03CM00951 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. SITE PLAN: (NOT REQUIRED FOR MODEL PLANS) 1. INDICATE THE LOCATION OF GAS-LINE AND METER FLOOR PLANS: 1. PROVIDE ALL WINDOW SIZES AND TYPES, AND DESIGNATE THE OPERABLE PORTION OF WINDOWS, AS WELL AS THE LOCATIONS OF TEMPERED GLASS PER R308.4. 2. SHOW COMPLIANCE WITH R310 PROVIDING EGRESS FROM BEDROOMS. - MAXIMUM SILL HEIGHT OF 44" - MINIMUM NET CLEAR AREA OF OPENING OF 5.7SF. - MINIMUM NET CLEAR DIMENSIONS OF OPENING OF 24" HEIGHT BY 20" WIDTH. 3. PROVIDE ACCESS TO EACH SEPARATE ATTIC AND CRAWL SPACE THAT EXCEEDS 30SF. DESIGNATE LOCATIONS ON THE DRAWINGS. OPENINGS SHALL NOT BE LESS THAN 22" BY 30". THE ATTIC ACCESS SHALL PROVIDE A MINIMUM OF 30" OF HEADROOM, AND SHALL BE LOCATED IN A HALLWAY OR READILY ACCESSIBLE SPACE PER R807. 4. COMPLY WITH R309.2. PROVIDE ½" GYPSUM BOARD ON ALL WALLS COMMON TO THE GARAGE AND HOUSE. WHERE SEPARATION IS A FLOOR-CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY A MINIMUM ½" GYPSUM BOARD OR EQUIVALENT. NOTE DOORS BETWEEN HOUSE AND THE GARAGE SHALL BE MINIMUM 1-3/8" SOLID CORE, PER R309.1 5. 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 6. LOCATE AND IDENTIFY SHEAR WALL TYPES AND LOCATIONS 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. PORCH 3. NOTE AND DETAIL MINIMUM REINFORCING, OR PROVIDE CODE JUSTIFICATION OF ALTERNATE: - 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 WITH #4 VERT. 48" OC 4. LOCATE AND SPECIFY ALL ANCHOR BOLT SPACING AND POST ANCHORS ON THE FOUNDATION PLAN. 5. ALL FOUNDATION HOLD-DOWNS AND ANCHOR BOLT SPACING FOR SHEAR WALLS SHALL BE SPECIFIED AND LOCATED. STRUCTURAL PLANS: 1. SPECIFY DESIGN CRITERIA ON PLANS. VALUES FOR , ROOF DEAD LOAD AND LIVE LOAD. 2. INDICATE IF TRUSS OVER PORCH IS 3-POINT BEARING TRUSSES- IF 2-POINT BEARING THAN 6X8 BEAM INADEQUATE 3. PROVIDE BRACING DETAILS AND NOTES FOR EXTERIOR FRAME WALLS AND MAIN CROSS-STUD PARTITIONS, OR USE FULLY BRACED, PER R602.10.3. A MINIMUM PANEL WIDTH OF 48" IS REQUIRED TO EFFECTIVELY BRACE THE PARTITION. SEE TABLE R602.10.3, CATEGORY "C". IF BRACING DOES NOT COMPLY, PROVIDE A LATERAL ANALYSIS OR ALTERNATE DESIGN TO BE REVIEWED BY THE PLANS EXAMINER. WIND FORCES FOR SINGLE STORY RESIDENCES SHALL USE 90 MPH, EXPOSURE "B PLUMBING PLANS: 1. PROVIDE AN ISOMETRIC DRAWING OF WASTE LINES. SHOW SIZES OF WASTE LINES, VENTS(KITCHEN) AND REQUIRED CLEAN-OUTS. 2. WATER LINE: PROVIDE TOTAL FIXTURE DEMAND & MAXIMUM DEVELOPED LENGTH 3 . PROVIDE PRESSURE AND TEMPERATURE RELIEF VALVE AT WATER HEATER. MECHANICAL PLANS: 1. NOTE ON PLANS: MECHANICAL SHALL COMPLY WITH CHAPTERS 12 - 24 2000 IRC. 2. SHOW EXHAUST FAN LOCATIONS FOR BATHROOMS, WATER CLOSET COMPARTMENTS AND LAUNDRY ROOMS IN LIEU OF OPERABLE WINDOWS, PER R303.3 3. GAS APPLIANCES SHALL COMPLY WITH CHAPTER 17 COMBUSTION AIR REQUIREMENTS. INADEQUATE. ELECTRICAL PLANS: 1. PROVIDE AN EXTERIOR OUTLET AT GRADE LEVEL LOCATED AT BOTH THE FRONT AND BACK OF THE DWELLING, PER E3801.7. THESE OUTLETS SHALL BE GFI PROTECTED PER E3802.3. 2. OUTLET REQUIRED WITHIN 6' OF A DOOR OR OPENING AND 12' O.C. THERE-AFTER. 3. 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. 5. NOTE THAT LIGHT FIXTURES IN CLOTHES CLOSETS SHALL BE INSTALLED IN ACCORDANCE WITH E3903.11. IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT YOUR ASSIGNED PLANS EXAMINER: REYES ARVAYO @ 791-5550 EXT. 1113 |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 05/09/2003 | ANGIE SHOFFSTALL | REJECT SHELF | Completed |
| 05/09/2003 | MONICA VALDEZ | OUT TO CUSTOMER | Completed |