Permit Review Detail
Review Status: Completed
Review Details: RESIDENTIAL BLDG/WWM
Permit Number - T08CM02729
Review Name: RESIDENTIAL BLDG/WWM
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 09/06/2008 | DAVE WITT | BUILDING-RESIDENTIAL | REVIEW | Denied | PLAN CHECK COMMENTS - PROJECT #T08CM02729 9/6/08 2326 E. LIND RD 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, ENERGY AND ELECTRICAL CODES. ALL CODE REFERENCES ARE TO THE 2006 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. FOUNDATION PLANS: 1. DETAIL 5/8 IS INDICATED AS THE FOOTING DETAIL. SHOULD THIS BE 5/7? FLOOR PLANS: 1. FLOOR PLAN / 4 ; NAME THE ROOM. 2. WINDOW SCHEDULE / 4 ; SHOULD WINDOWS 1 AND 2 BE SAFETY GLAZED? SEE R308.4 ITEMS 6 &7 3. FLOOR PLAN / 4 ; THE SECTION LINE INDICATES A/7. SHOULD THIS BE A/6? 4. FLOOR PLAN / 4 ; IS THE OPENING BETWEEN THE ADDITION AND THE ENTRY EXISTING OR NEW. IF NEW, PROVIDE THE ROOF FRAMING AND ROOFING MATERIAL AND IS THE MATERIAL OVER THE OPENING MASONRF OR FRAME AND HOW HIGH ABOVE THE OPENING IS THE WALL? 5. FLOOR PLAN / 11 ; SPECIFY THE WINDOW IN THE OFFICE. SPEC. THE LINTLE/HEADER. PROVIDE ROOF FRAMING TO CONFIRM THE LOADS. STRUCTURAL PLANS: 1. PROVIDE MANUFACTURER'S DATA FOR PRE-FAB TRUSSES. TRUSS CALCULATIONS MUST BE SIGNED, DATED AND WET-SEALED BY AN ENGINEER WHO IS REGISTERED IN ARIZONA. TRUSS DATA SHALL BE CROSS-REFERENCED TO THE FLOOR PLANS. 2. DETAIL GABLE END BRACING CONNECTIONS. 3. FRAMING NOTES / 8 ; 20 PSF IS INADEQUATE FOR THE FLOOR'S LIVE LOAD. SEE TABLE R301.5 4. IS THE A/C FOR THE GARAGE ON 2X6 @ 16" RAFTERS OR JOISTS? WHAT IS THE SPAN? PROVIDE A CROSS SECTION OF THE A/C SUPPORT, PLEASE. ELEVATIONS: 1. PROVIDE ELEVATIONS OF THE GARAGE CONVERSION. SHOW A/C IF ON ROOF. SECTIONS - DETAILS - MISC. NOTES: 1. 3 / 7 ; PLEASE SPECIFY EXTERIOR GLUE FOR THE PLYWOOD AT THE OVERHANG. R803.2.1.1 2. 3 / 7 ; THE "TC24" IS FOR A 2X4 WALL. DID YOU MEAN "TC26" FOR THE SCISSOR TRUSSES? 3. BWP A / 4 , 5 ; SIMPSON DOESN'T LIST VALUES FOR THEIR HPAHD22 USING #8 SCREWS. PLEASE JUSTIFY THE SCREWS OR SPECIFY NAILS. 4. ROOF PLAN / 8 ; THE TRUSS / PLATE CONNECTION IS INDICATED AS 3 / 8 . DID YOU MEAN 3 / 7 ? 5. FRAMING NOTES / 8 ; THE NAILING OF THE SHEATHING TO JOISTS DEPENDS ON THE SHEATHING'S THICKNESS.TABLE R602.3(1) SPECIFIES 8d COMMONS FOR 5/16" - ½" ROOF SHEATHING AND 6d COMMONS FOR WALL AND SUB-FLOOR SHEATHING 5/16" - ½" THICK. PLEASE AMEND THE NOTE. 6. PROVIDE A CROSS SECTION OF THE GARAGE DOOR ENCLOSURE. PLUMBING PLANS: 1. JUSTIFY THE WATER DISTRIBUTION SIZE AND THE SIZE OF THE EXISTING WATER SERVICE LINE'S ABILITY TO SUPPLY BOTH THE EXISTING RESIDENCE AND THE NEW PLUMBING IN THE GARAGE CONVERSION. UPC 610 MECHANICAL PLANS: 1. SPECIFY THE SIZE OF THE GARAGE CONVERSION'S HEAT PUMP. 2. SIZE THE DUCTWORK AND THE A/C RETURN AIR GRILL IN THE GARAGE CONVERAION. SEE M1403, AND M1307.4.1.2 ELECTRICAL PLANS: 1. FEEDER LOAD CALCULATIONS / 12 ; CHECK THE 3 WATTS PER SQUARE FOOT FOR GENERAL LIGHTING LOAD.. 2. FEEDER LOAD CALCS. / 9 , 12 ; CHECK THE MATH TO SUB-TOTAL. 3. FEEDER LOAD CALCS / 12 ; PLEASE INCLUDE THE WATER HEATER IN THE CALCULATIONS. 4. PROVIDE THE AMPACITY OF THE SUB-PANEL AND SPECIFY THE FEEDEDS. 5. RISER DIAGRAM / 9 ; IS THE 200 AMP SERVICE EXISTING AS 200 AMP AND A 100 AMP SUB-PANEL PROPOSED? JUSTIFY THE SERVICE'S ABILITY TOSERVE THE EXISTING LOADS AND THE NEW LOADS FROM THE GARAGE CONVERSION. 6. ELECTRIC PLAN / 9 ; SEVERAL RECEPTACLES ARE MISSING. E3801.2 7. ELECTRIC NOTES / 9 ; THE ELECTRIC WORK SHOULD COMPLY WITH THE 2006 IRC INSTEAD OF THE 2003. 8. EXISTING FEEDER LOAD CALCULATIONS / 9 ; 1010 WATTS IS GOOD FOR 336 SQUARE FEET OF LIVING AREA AT 3 WATTS PER SQUARE FOOT.PLEASE CONSIDER THE ENTIRE LOAD. 9. ELEC. / 12 ; PROVIDE RECEPTACLES IN THE TV ROOM WITHIN 6' OF EACH SIDE OF THE OPENING TO THE TO THE OFFICE. E3801.2.1 10. ELEC. / 12 ; PROVIDE A RECEPTACLE IN THE OFFICE WITHIN 6' TO THE LEFT OF THE OPENING TO THE TV ROOM E3801.2.1 11. ELEC. / 12 ; IDENTIFY A CIRCUIT FOR THE RECEPTACLE IN THE BATHROOM. 12. ELEC. / 12 ; IDENTIFY A CIRCUIT FOR THE FLOURESCENT FIXTURE IN THE STORE ROOM. ENERGY: 1. PROVIDE ENERGY CALCULATIONS PER THE 2006 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: DAVE WITT @ 837-4910 |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 09/09/2008 | GERARDO BONILLA | OUT TO CUSTOMER | Completed |
| 09/09/2008 | SUE REEVES | REJECT SHELF | Completed |