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Permit Review Detail
Review Status: Completed
Review Details: RESIDENTIAL BLDG/WWM
Permit Number - T05CM03847
Review Name: RESIDENTIAL BLDG/WWM
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 08/08/2005 | GERRY KOZIOL | WWM | REVIEW | Denied | need to show correct location & method of connection to public sewer. no record of public sewer in alley as shown on drawing. |
| 08/29/2005 | DAVE WITT | BUILDING-RESIDENTIAL | REVIEW | Denied | PLAN CHECK COMMENTS - PROJECT #T05CM03847 9/2/05 827 N. 3rd AVE. 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 2003 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 A 1:10 SCALE SITE PLAN. 2. INDICATE THE LOCATION OF THE WATER AND GAS METERS AND THE LINES SERVING THE MAIN HOUSE AND THE ACCESSORY STRUCTURE. 3. INDICATE DIMENSIONS OF ALL PROPERTY LINES AND EASEMENTS. FOUNDATION PLANS: 1. DIMENSION THE LOCATION OF THE RAMADA FOOTINGS OR JUSTIFY THE ABSENCE OF THE FOOTINGS FOR THE RAMADA POSTS. 2. HOW DOES THE SHOWER DRAIN INTO THE PUBLIC SEWER OR INTO A PRIVATE SEWAGE SYSTEM THAT IS APPROVED BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY. 3. FOUNDATION KEYNOTES / S2.1 ; REMOVE NOTES NOT USED. 4. FOUNDATION NOTE 1 / S2.1 ; PLEASE UPDATE TO 2003 IRC. PLEASE GO THROUGH ALL THE PLANS AND UPDATE THE CODE OF REFERENCE TO THE 2003 IRC OR THE 1994 UPC WITH STATE OF ARIZONA AMENDMENTS. UPDATE CODE SECTIONS, WHERE USED, TO THESE CODES. 5. FOUNDATION NOTE 4 / S2.1 ; PLEASE CHANGE THE SEISMIC DESIGN CATEGORY TO CATEGORY "C". 6. JUSTIFY THE ABSENCE OF A FOOTING UNDER THE INTERIOR BEARING WALL. FLOOR PLANS: 1. CLARIFY THE USE OF A "BREAK OUT ROOM". 2. HOW DOES THE GLAZING WITHIN 24" OF THE DOOR'S EDGE OR WITHIN 18" OF THE WALKING SURFACES COMPLY WITH R308.4 ITEM 6? 3. PLEASE NOTE ON THE PLANS THE WALLS OF THE SHOWER ARE TO BE PROTECTED TO A HEIGHT OF NOT LESS THAN 72" WITH A NON-ABSORBENT FINISH. STRUCTURAL PLANS: 1. JUSTIFY THE EXISTING ROOF, BEAMS, AND HEADERS ABILITY TO SUPPORT THE EXISTING STRUCTURE AND THE ADDED WEIGHT OF THE NEW MATERIALS. 2. WHAT ARE THE SIZE AND SPACING OF THE EXISTING CEILING JOISTS? 3. SPECIFY LUMBER GRADE AND SPECIES OF THE RAMADA FRAMING. 4. FRAMING / S1.0 ; THE FRAMING SHOULD BE IN ACCORD WITH THE 2003 IRC. 5. HEADER OPENING SCHEDULE / S2.1 ; PROVIDE THE HEADERS AND LINTELS FOR THE OPENINGS. 6. FRAMING NOTE 4 / S2.1 ; THE CODE OF REFERENCE SHOULD BE THE 2003 IRC. 7. FRAMING NOTE 4 / S2.1 ; THE SEISMIC DESIGN CATEGORY SHOULD BE CATEGORY C. 8. FRAMING KEYNOTE 4 / S2.1 ; WHERE IS THIS KEYNOTE USED AND WHERE ARE THE DETAILS? 9. FRAMING PLAN KEYNOTE 5 / S2.1 ; CLARIFY "NEW 2X2 FRAMING…" WHERE ARE THE DETAILS? 10. JUSTIFY THE FLOOR JOISTS UNDER THE STORAGE AREA. SECTIONS - DETAILS - MISC. NOTES: 1. ON STANDARD DETAIL SHEETS, CROSS-OUT ALL DETAILS THAT DO NOT APPLY OR WERE NOT USED. 2. 8 / S2.2 ; DESCRIBE THE EXISTING RAFTERS, SPACING, AND SLOPE. 3. 9 / S2.2 ; HOW DO THE EXISTING RAFTER TAILS COMPLY WITH R302.1? 4. 6 / S2.2 ; SPECIFY THE WALL THICKNESS FOR THE 2X2 TS. SEE THE MANUAL OF STEEL CONSTRUCTION. 5. 6 / S2.2 ; PROVIDE SHOP DRAWINGS FOR THE TOP OF THE POST……POST TABS? 6. 2 / S2.2, NOTE 7 ; CLARIFY THE USE OF 20 GA SHEET STEEL AND THE SPACING AND LENGTH OF THE SCREWS AT EACH STUD. SELF-TAPPING SCREWS ARE INAPPROPRIATE FOR USE WITH WOOD. 7. 2 / S2.2, NOTE 9 ; SPECIFY THE MINIMUM WIDTH OF THE STEM WALL AND THE CONTINUOUS REINFORCEMENT. HOW WILL THE LATERAL MOVEMENT OF THE OVER POUR BE STABILIZED? THIS IS A BEARING WALL. JUSTIFY THE ABSENCE OF A FOOTING. 8. 2 / S2.2, NOTE 3 ; SPECIFY THE LENGTH OF THE ANCHOR BOLT (EMBEDMENT). 9. 2 / S2.2 ; SPECIFY THE 2X2 WALL THICKNESS. SEE THE AISC MANUAL. 10. 4 / S2.2 , NOTE 4 ; PROVIDE SHOP DRAWINGS OF THE "ANCHORED CUSTOM STEEL BRACKET". 11. 3 / S2.2 ; HOW DOES THE SHOWER RECEPTOR COMPLY WITH UPC 410.5 . 12. 3 / S2.2 ; HOW IS THE OVER POUR STABILIZED LATERALLY? 13. 3 / S2.2, THIS IS A BEARING WALL. PLEASE INDICATE A FOOTING OR JUSTIFY THE ABSENCE OF A FOOTING. 14. 4 / S2.2 ; PROVIDE A FOOTING OR JUSTIFY THE ABSENCE OF A FOOTING. 15. THE SHOWER IS REQUIRED TO DRAIN INTO THE PUBLIC SEWER SYSTEM OR A DEPT OF ENVIRONMENTAL QUALITY APPROVED PRIVATE SYSTEM. 16. PROVIDE A RAMADA BEAM / WALL CONNECTION. PLUMBING PLAN: 1. SPECIFY ALL SUPPLY AND DRAIN MATERIALS. 2. PROVIDE AN ISOMETRIC DRAWING OF WASTE LINES. SHOW SIZES OF WASTE LINES, VENTS AND REQUIRED CLEANOUTS. 3. PROVIDE THE DRAINS AND VENTS FOR THE FUTURE PLUMBING HOOKUPS. 4. PROVIDE PRESSURE AND TEMPERATURE RELIEF VALVE AT WATER HEATER. 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. ELECTRICAL PLANS: 1. THE UTILITY COMPANY BRINGS POWER TO ONLY THE METER SECTION. 2. ALTHOUGH A RECEPTACLE IS REQUIRED WITHIN 3 FEET OF THE OUTSIDE OF THE LAVATORY ; A RECEPTACLE CAN'T BE IN A SHOWER. SEE E3801.6 AND E3902.11 3. LIGHTS IN SHOWERS ARE REQUIRED TO BE LISTED AS SUITABLE FOR USE IN WET AREAS. 4. THE CODE DOESN'T PERMIT VENTILATION FANS IN SHOWERS. WINDOW? ROOF MOUNTED FAN? 5. LIGHTS ARE REQUIRED OUTSIDE EACH EXTERIOR DOOR. E3803.3 6. IDENTIFY THE TWO 240 VOLT RECEPTACLES ON THE EAST EXTERIOR WALL. 7. PROVIDE A RECEPTACLE ON THE WALL BETWEEN THE CLOSET DOORWAY AND THE FIXED TOP 8. ELECTRICAL NOTES / E2.1 ; PLEASE UPDATE THE CODE TO THE 2003 IRC , REMOVE THE NEC AND SANTA CRUZ. 9. RECEPTACLES IN SLEEPING ROOMS ARE REQUIRED TO BE ARC FAULT PROTECTED. 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. OUTDOOR LIGHTING: 1. PROVIDE LUMEN CALCULATIONS AND PROVIDE FIXTURE CUT SHEETS. IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT YOUR ASSIGNED PLANS EXAMINER: DAVE WITT @ 791-5550 EXT. 1110 PLAN CHECK COMMENTS - PROJECT #T05CM03847 9/2/05 827 N. 3rd AVE. 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 2003 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 A 1:10 SCALE SITE PLAN. 2. INDICATE THE LOCATION OF THE WATER AND GAS METERS AND THE LINES SERVING THE MAIN HOUSE AND THE ACCESSORY STRUCTURE. 3. INDICATE DIMENSIONS OF ALL PROPERTY LINES AND EASEMENTS. FOUNDATION PLANS: 1. DIMENSION THE LOCATION OF THE RAMADA FOOTINGS OR JUSTIFY THE ABSENCE OF THE FOOTINGS FOR THE RAMADA POSTS. 2. HOW DOES THE SHOWER DRAIN INTO THE PUBLIC SEWER OR INTO A PRIVATE SEWAGE SYSTEM THAT IS APPROVED BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY. 3. FOUNDATION KEYNOTES / S2.1 ; REMOVE NOTES NOT USED. 4. FOUNDATION NOTE 1 / S2.1 ; PLEASE UPDATE TO 2003 IRC. PLEASE GO THROUGH ALL THE PLANS AND UPDATE THE CODE OF REFERENCE TO THE 2003 IRC OR THE 1994 UPC WITH STATE OF ARIZONA AMENDMENTS. UPDATE CODE SECTIONS, WHERE USED, TO THESE CODES. 5. FOUNDATION NOTE 4 / S2.1 ; PLEASE CHANGE THE SEISMIC DESIGN CATEGORY TO CATEGORY "C". 6. JUSTIFY THE ABSENCE OF A FOOTING UNDER THE INTERIOR BEARING WALL. FLOOR PLANS: 1. CLARIFY THE USE OF A "BREAK OUT ROOM". 2. HOW DOES THE GLAZING WITHIN 24" OF THE DOOR'S EDGE OR WITHIN 18" OF THE WALKING SURFACES COMPLY WITH R308.4 ITEM 6? 3. PLEASE NOTE ON THE PLANS THE WALLS OF THE SHOWER ARE TO BE PROTECTED TO A HEIGHT OF NOT LESS THAN 72" WITH A NON-ABSORBENT FINISH. STRUCTURAL PLANS: 1. JUSTIFY THE EXISTING ROOF, BEAMS, AND HEADERS ABILITY TO SUPPORT THE EXISTING STRUCTURE AND THE ADDED WEIGHT OF THE NEW MATERIALS. 2. WHAT ARE THE SIZE AND SPACING OF THE EXISTING CEILING JOISTS? 3. SPECIFY LUMBER GRADE AND SPECIES OF THE RAMADA FRAMING. 4. FRAMING / S1.0 ; THE FRAMING SHOULD BE IN ACCORD WITH THE 2003 IRC. 5. HEADER OPENING SCHEDULE / S2.1 ; PROVIDE THE HEADERS AND LINTELS FOR THE OPENINGS. 6. FRAMING NOTE 4 / S2.1 ; THE CODE OF REFERENCE SHOULD BE THE 2003 IRC. 7. FRAMING NOTE 4 / S2.1 ; THE SEISMIC DESIGN CATEGORY SHOULD BE CATEGORY C. 8. FRAMING KEYNOTE 4 / S2.1 ; WHERE IS THIS KEYNOTE USED AND WHERE ARE THE DETAILS? 9. FRAMING PLAN KEYNOTE 5 / S2.1 ; CLARIFY "NEW 2X2 FRAMING…" WHERE ARE THE DETAILS? 10. JUSTIFY THE FLOOR JOISTS UNDER THE STORAGE AREA. SECTIONS - DETAILS - MISC. NOTES: 1. ON STANDARD DETAIL SHEETS, CROSS-OUT ALL DETAILS THAT DO NOT APPLY OR WERE NOT USED. 2. 8 / S2.2 ; DESCRIBE THE EXISTING RAFTERS, SPACING, AND SLOPE. 3. 9 / S2.2 ; HOW DO THE EXISTING RAFTER TAILS COMPLY WITH R302.1? 4. 6 / S2.2 ; SPECIFY THE WALL THICKNESS FOR THE 2X2 TS. SEE THE MANUAL OF STEEL CONSTRUCTION. 5. 6 / S2.2 ; PROVIDE SHOP DRAWINGS FOR THE TOP OF THE POST……POST TABS? 6. 2 / S2.2, NOTE 7 ; CLARIFY THE USE OF 20 GA SHEET STEEL AND THE SPACING AND LENGTH OF THE SCREWS AT EACH STUD. SELF-TAPPING SCREWS ARE INAPPROPRIATE FOR USE WITH WOOD. 7. 2 / S2.2, NOTE 9 ; SPECIFY THE MINIMUM WIDTH OF THE STEM WALL AND THE CONTINUOUS REINFORCEMENT. HOW WILL THE LATERAL MOVEMENT OF THE OVER POUR BE STABILIZED? THIS IS A BEARING WALL. JUSTIFY THE ABSENCE OF A FOOTING. 8. 2 / S2.2, NOTE 3 ; SPECIFY THE LENGTH OF THE ANCHOR BOLT (EMBEDMENT). 9. 2 / S2.2 ; SPECIFY THE 2X2 WALL THICKNESS. SEE THE AISC MANUAL. 10. 4 / S2.2 , NOTE 4 ; PROVIDE SHOP DRAWINGS OF THE "ANCHORED CUSTOM STEEL BRACKET". 11. 3 / S2.2 ; HOW DOES THE SHOWER RECEPTOR COMPLY WITH UPC 410.5 . 12. 3 / S2.2 ; HOW IS THE OVER POUR STABILIZED LATERALLY? 13. 3 / S2.2, THIS IS A BEARING WALL. PLEASE INDICATE A FOOTING OR JUSTIFY THE ABSENCE OF A FOOTING. 14. 4 / S2.2 ; PROVIDE A FOOTING OR JUSTIFY THE ABSENCE OF A FOOTING. 15. THE SHOWER IS REQUIRED TO DRAIN INTO THE PUBLIC SEWER SYSTEM OR A DEPT OF ENVIRONMENTAL QUALITY APPROVED PRIVATE SYSTEM. 16. PROVIDE A RAMADA BEAM / WALL CONNECTION. PLUMBING PLAN: 1. SPECIFY ALL SUPPLY AND DRAIN MATERIALS. 2. PROVIDE AN ISOMETRIC DRAWING OF WASTE LINES. SHOW SIZES OF WASTE LINES, VENTS AND REQUIRED CLEANOUTS. 3. PROVIDE THE DRAINS AND VENTS FOR THE FUTURE PLUMBING HOOKUPS. 4. PROVIDE PRESSURE AND TEMPERATURE RELIEF VALVE AT WATER HEATER. 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. ELECTRICAL PLANS: 1. THE UTILITY COMPANY BRINGS POWER TO ONLY THE METER SECTION. 2. ALTHOUGH A RECEPTACLE IS REQUIRED WITHIN 3 FEET OF THE OUTSIDE OF THE LAVATORY ; A RECEPTACLE CAN'T BE IN A SHOWER. SEE E3801.6 AND E3902.11 3. LIGHTS IN SHOWERS ARE REQUIRED TO BE LISTED AS SUITABLE FOR USE IN WET AREAS. 4. THE CODE DOESN'T PERMIT VENTILATION FANS IN SHOWERS. WINDOW? ROOF MOUNTED FAN? 5. LIGHTS ARE REQUIRED OUTSIDE EACH EXTERIOR DOOR. E3803.3 6. IDENTIFY THE TWO 240 VOLT RECEPTACLES ON THE EAST EXTERIOR WALL. 7. PROVIDE A RECEPTACLE ON THE WALL BETWEEN THE CLOSET DOORWAY AND THE FIXED TOP 8. ELECTRICAL NOTES / E2.1 ; PLEASE UPDATE THE CODE TO THE 2003 IRC , REMOVE THE NEC AND SANTA CRUZ. 9. RECEPTACLES IN SLEEPING ROOMS ARE REQUIRED TO BE ARC FAULT PROTECTED. 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. OUTDOOR LIGHTING: 1. PROVIDE LUMEN CALCULATIONS AND PROVIDE FIXTURE CUT SHEETS. 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 |
|---|---|---|---|
| 09/08/2005 | JMORALE1 | OUT TO CUSTOMER | Completed |
| 09/08/2005 | SUE REEVES | REJECT SHELF | Completed |