Permit Review Detail
Review Status: Completed
Review Details: RESIDENTIAL BLDG/WWM
Permit Number - T04CM01788
Review Name: RESIDENTIAL BLDG/WWM
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 06/30/2004 | GERRY KOZIOL | WWM | REVIEW | Approved | |
| 07/23/2004 | David Witt | BUILDING-RESIDENTIAL | REVIEW | Denied | PLAN CHECK COMMENTS - PROJECT #T04CM01788 7/27/04 2316 E. 18th 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 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. 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. 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. ALL FOUNDATION HOLD-DOWNS AND ANCHOR BOLT SPACING FOR SHEAR WALLS SHALL BE SPECIFIED AND LOCATED. SEE R602.10.6 . FLOOR PLANS: 1. LABEL ALL ROOMS AND SPACES. SHOW ALL DOORS. SHOW ENTIRE FLOOR PLAN. 2. DESIGNATE THE OPERABLE PORTION OF THE WINDOWS. SEE R303 . 3. LOCATE AND IDENTIFY SHEAR WALL TYPES (BRACED WALL PANELS) AND HOLD DOWNS. PROVIDE NAILING SCHEDULE. SEE R602.10 . 4. IDENTIFY CEILING HEIGHTS IN ALL AREAS ON FLOOR PLAN. IF SLOPED CEILING, NOTE AVERAGE HEIGHT. 5. WHY IS NOTE 4 APPLIED TO THE CORNERS OF THE ARIZONA ROOM? STRUCTURAL PLANS: 1. THE 4 X 6 #2 D.F. APPEARS INADEQUATE TO SPAN 9'-6" ON THE PORCH. PLEASE JUSTIFY. 2. PROVIDE THE HEADERS ON THE ROOF FRAMING PLAN FOR THE DOORS AND WINDOWS. 3. SPECIFY LUMBER GRADE AND SPECIES. 4. DESCRIBE THE BEAM OVER THE LAUNDRY AND HALL AND DIMENSION THE DISTANCE FOR THE BEAM TO THE NEXT EXISTING BEARING WALL OR BEAM. ARE THE FOOTINGS EXISTING FOR THE BEAM? 5. PLEASE DETAIL HOW THE BEAM OVER THE HALL WILL BE CONNECTED TO THE HOUSE? 6. SOUTH WALL EXTERIOR ELEVATION : JUSTIFY THE AMOUNT OF CANTILEVER ON THE GLUE LAM AND THE PLATE CONNECTION. 7. DETAIL ALL SHEAR CONNECTIONS FROM THE FOUNDATION TO THE ROOF PLYWOOD. SECTIONS - DETAILS - MISC. NOTES: 1. POST TO SLAB ; DIMENSION THE FOOTING'S DEPTH FROM GRADE. SEE R403.1.4 . 2. PROVIDE A CROSS SECTION OF A CONTINOUS FOOTING THROUGH THE ROOF CONNECTION. 3. WALL ELEVATIONS ; SPECIFY THE SPACING OF THE STUDS. 4. WALL ELEVATIONS ; SPECIFY THE LENGTH AND SPACING OF THE ANCHOR BOLTS. 5. SPECIFY THE RAFTER CONNECTION TO THE BEAM OVERE THE HALL AND LAUNDRY. PLUMBING PLANS: 1. THE PLUMBING PLANS SHOW FIXTURES THAT DON'T APPEAR ON THE FLOOR PLAN. PLEASE CLARIFY. IF FOR FUTURE USE, PROVIDE A FLOOR PLAN OF THE FUTURE BATH ROOM. 2. PROVIDE PRESSURE AND TEMPERATURE RELIEF VALVE AT WATER HEATER. MECHANICAL PLANS: 1. PLEASE ADD A VENTILATION FAN FOR THE LAUNDRY. SEE R303.3 . ELECTRICAL PLANS: 1. NOTE ON PLANS: ELECTRICAL WORK SHALL COMPLY WITH CHAPTERS 33 - 42, 2000 IRC. 2. PROVIDE A 20 AMP RECEPTACLE FOR THE LAUNDRY. SEE E3603.3 . 3. HOW ARE THE ABANDONED RECEPTACLES ON CIRCUITS 1 & 8 TO BE FED? WHERE DO THEY CURRENTLY EXIST? 4. THE PANEL SCHEDULE LISTS A 20 AMP, 115 VOLT CIRCUIT FOR THE WATER HEATER BUT THE NOTE REQUIRES 30 AMP WIRE. PLEASE CO-ORDINATE. 5. PLEASE PROVIDE A VENT FAN IN THE LAUNDRY. 6. PLEASE NOTE SMOKE DETECTORS ARE REQUIRED IN THE EXISTING DWELLING. SEE R317.1.1 . MANY PAGES HAVE BEEN REPRODUCED CUTTING OFF PARTS OF THE WORK. PLEASE PROVIDE THE MISSING WORK. 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 |
|---|---|---|---|
| 07/29/2004 | BETH GRANT | OUT TO CUSTOMER | Completed |
| 07/29/2004 | ANGIE SHOFFSTALL | REJECT SHELF | Completed |