Permit Review Detail
Review Status: Completed
Review Details: RESIDENTIAL BLDG/WWM
Permit Number - T04CM00460
Review Name: RESIDENTIAL BLDG/WWM
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 02/17/2004 | David Witt | BUILDING-RESIDENTIAL | REVIEW | Denied | PLAN CHECK COMMENTS - PROJECT #T04CM00460 2/19/04 3338 E.ELIDA 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. INDICATE THE LOCATION OF GAS, WATER, ELECTRIC 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. STRUCTURAL PLANS: 1. PROVIDE MANUFACTURER'S CALCULATIONS AND DATA FOR PRE-FAB TRUSSES. TRUSS CALCULATIONS MUST BE SIGNED, DATED AND WET-SEALED BY AN ENGINEER WHO IS REGISTERED IN ARIZONA. TRUSS CALCULATIONS SHALL BE CROSS-REFERENCED TO THE FLOOR PLANS. PLEASE TELL THE TRUSS MANUFACTURER ABOUT THE ROOF MOUNTED EQUIPMENT. SECTIONS - DETAILS - MISC. NOTES: 1. ARCHITECTURAL NOTES, NOTE!!! / A2 ; PLEASE INCLUDE THE '94 U.P.C. AS AMENDED. 2. NOTE: LINTELS / A3 ; PROVIDE PAGE AD-2. DO THESE LINTELS CONFLICT WITH STRUCTURAL NOTES,REINFORCING STEEL NOTE #3 / A2 ? 3. PLEASE PROVIDE A CROSS SECTION OF AN INTERIOR WALL WITH CONNECTIONS. WOOD SILL PLATES SHALL BE FOUNDATION GRADE REDWOOD OR PRESSURE-TREATED WOOD PER R324. 4. SECTION A / A4 ; PLEASE SPECIFY SAG RESISTANT SHEET ROCK FOR THE CEILING IN ACCORD WITH TABLE R702.3.5 FOOTNOTE d. 5. SECTION A / A4 ; PROVIDE WEEP SCREED AT THE BOTTOM OF THE STUCCO OVER THE PORCH AND INSIDE THE PARAPET.. 6. SECTION A / A4 ; CLARIFY "1212HL". I COULDN'T FIND IT IN THE SIMPSON CATALOG………"OL","OHL"……..? 7. SCUPPER & PARAPET DETAIL / A4 ; PROVIDE A WEEP SCREED AT THE BOTTOM OF THE STUCCO. 8. RASTRA DESIGN TABLES / A5 ; PLEASE PROVIDE A MORE LEGIBLE COPY WITHOUT THE BLACK SMEARS. 9. RASTRA DESIGN TABLES, RASTRA LINTEL SCHEDULE / A5 ; INDICATE WHICH LINTEL IS TO BE USED AND ADD THE STIRRUPS INDICATED IN THE RASTRA LISTING ER-4203. 10. ROOF FRAMING PLAN / A5 ; THE TOP FLANGE HANGERS , HU28TF, REQUIRE A 3.5" LEDGER WIDTH. PLUMBING PLANS: 1 WATER LINE ; PROVIDE TOTAL FIXTURE DEMAND AND MAXIMUM DEVELOPED LENGTH BACK TO THE WATER METER OR JUSTIFY THE EXISTING HOUSE AS ABLE TO SUPPLY THE NEW FIXTURE UNITS. 2. NOTE ON PLAN COMPLIANCE WITH WATER CONSERVATION; WATER CLOSETS 1.6 GALLONS PER FLUSH, SINKS AND SHOWERHEADS 3 GALLONS PER MINUTE. 3. PROVIDE PLUMBING VENTS IN ACCORD WITH THE UNIFORM PLUMBING CODE. 4. THE PLUMBING FIXTURE SCHEDULE SHOULD BE IN ACCORD WITH THE U.P.C. 5. PROVIDE PRESSURE AND TEMPERATURE RELIEF VALVE AT WATER HEATER ON THE PLAN. 6. 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. 7. ALL PLUMBING NOTES SHOULD BE REVISED TO THE UNIFORM PLUMBING CODE. MECHANICAL PLAN: 1. NOTE ON PLANS: MECHANICAL SHALL COMPLY WITH CHAPTERS 12 - 24 2000 IRC. 2. SIZE THE MAIN SUPPLY TRUNK 3. THE NOTES SHOULD NOT REFLECT THE U.M.C. ELECTRICAL PLAN: 1. NOTE ON PLANS: ELECTRICAL WORK SHALL COMPLY WITH CHAPTERS 33 - 42, 2000 IRC. 2. PLEASE INCLUDE THE AUXILLARY HEAT STRIPS IN THE LOAD CALCULATIONS. 3. JUSTIFY THE EXISTING SERVICE AS ADEQUATE FOR IT'S EXISTING LOADS AND THE NEW LOADS. 4. SUB PANELS AREN'T PERMITTED IN CLOTHES CLOSETS. 5. PLEASE SIZE THE SUB PANEL'S FEEDERS AND GROUND BACK TO THE MAIN SERVICE. 6. PROVIDE AN EXTERIOR OUTLET AT GRADE LEVEL LOCATED AT BOTH THE FRONT AND BACK OF THE DWELLING , PER E3801.7 . THE OUTLETS SHALL BE GFI PROTECTED, PER E3802.3 . IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT YOUR ASSIGNED PLANS EXAMINER: DAVE WITT @ 791-5550 EXT. 1110 NOTE: AS OF 2-02-01 THE CITY OF TUCSON HAS ADOPTED THE 2000 IRC EXCEPT FOR THE PLUMBING PORTION WHICH IS THE STATE PLUMBING CODE. ALL MODEL PLANS SHALL BE REFERENCE TO THE PREVIOUSLY MENTIONED CODES. |
| 02/20/2004 | GERRY KOZIOL | WWM | REVIEW | Approved |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 02/23/2004 | CINDY AGUILAR | OUT TO CUSTOMER | Completed |
| 02/20/2004 | ANGIE SHOFFSTALL | REJECT SHELF | Completed |