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Permit Review Detail
Review Status: Completed
Review Details: RESIDENTIAL BLDG/WWM
Permit Number - T04CM02247
Review Name: RESIDENTIAL BLDG/WWM
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 06/04/2004 | GERRY KOZIOL | WWM | REVIEW | Denied | Perc has been done - customer will bring in as soon as possible. |
| 06/22/2004 | David Witt | BUILDING-RESIDENTIAL | REVIEW | Denied | PLAN CHECK COMMENTS - PROJECT #T04CM02247 6/24/04 8039 S. FARMBELT DR. 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. FOUNDATION PLANS: 1. PAHD-42s AREN'T RATED AT 1800# ON END STUDS AT OUTSIDE CORNERS. DID YOU MEAN HPAHD-22 ? SEE R602.10.6 AND SIMPSON. 2. THE HOLD DOWNS ARE REQUIRED AT BOTH ENDS OF "ALTERNATE BRACED WALL PANELS". SMALLER BWPs. SEE R602.10.6 . FLOOR PLANS: 1. PLEASE PROVIDE HANDRAILS PER R315 . 2. INDICATE THE LOCATIONS OF BRACED WALL PANELS A AND B. STRUCTURAL PLANS: 1. SPECIFY DESIGN CRITERIA ON PLANS. VALUES FOR ROOF DEAD LOAD AND LIVE LOAD. 2. THE TOP CHORD OF THE COMMON TRUSSES CAN'T BE NOTCHED FOR THE LOOK-OUTS AT THE GABLES. SEE R802.10.4 . 3. ROOF FRAMING / 4 ; "2 X 6 BRACES W/BLOCKING…". CLARIFY THE BRACES AND BLOCKS. 4. 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. 5. ROOF FRAMING / 4 ; ARE THE HIPS VALLEYS? PLEASE CLARIFY. 6. HEADER SCHEDULE / 4 ; PLEASE JUSTIFY THE HEADERS. THEY SEEM TO ALL FAIL. 7. ROOF FRAMING / 4 ; THE 2 X 6@24" O.C. APPEAR TO BE OVER SPANNED AT THE GARAGE OVER FRAME. 8. SPECIFY WEIGHT OF ROOF SYSTEM ITEMS (IE WEIGHT OF SELECTED TILE,P.S.F.). PROVIDE ICBO EVALUATION REPORT NUMBER AND MANUFACTURER OF ALL CONCRETE OR CLAY-TYPE ROOFING. SECTIONS - DETAILS - MISC. NOTES: 1. 1 / 2 ; PLEASE SPECIFY THE MAXIMUM HEIGHT OF THE STEM WALL ABOVE GRADE. 2. 1 / 2 ; CLARIFY "2326.11.4 SPECIAL HOLD DOWN - PAHD42 OR SAME LOCATIONS 2385 LB UP LIFT". 3. 2 / 2 ; THE EPB66 IS LISTED FOR 3465# GRAVITY LOAD AND APPEARS TOFAIL UNDER THE 40'-8" TRUSS SPAN. THE TRUSSES WILL HAVE TO BE THREE POINT BEARING TRUSSES. PROVIDE THE TRUSS DATA SHEETS. THEY CANNOT BE A DEFERED SUBMITTAL. AS SEEN ELSEWHERE, THE A35 SHOULD BE H2.5 . 4. 2 / 2 ; IF THE TRUSSES ARE TWO POINT BEARING, JUSTIFY THE 24" SQUARE FOOTINGS. 5. 3 / 2 ; JUSTIFY THE 3/8" ANCHOR BOLTS. 6. 4 / 2 ; PROVIDE REINFORCEMENT FOR THE 20" TOEDOWN. 7. 6 / 2 ; PLEASE SPECIFY THE SPACING OF THE #4 REBAR. 8. NOTES / 2 ; ACI 318-83 IS THE PAGE NUMBER IN ACI318 THAT DEALS WITH MODULUS OF ELASTICITY AND THE REDISTRIBUTION OF NEGATIVE MOMENTS. HOW DOES IT APPLY TO LAPS IN REINFORCEMENT? 9. A-A, B-B / 6 ; DO THE SCISSOR TRUSSES REQUIRE PROVISIONS FOR LATERAL DISPLACEMENT? PROVIDE THE TRUSS SHEETS, PLEASE. 10. A-A, B-B / 6 ; HOW DOES THE ½" GWB AT THE CEILING COMPLY WITH FOOTNOTE D OF TABLE R702.3.5 ? 11. A-A, B-B / 6 ; A "CC 610" DOESN'T FIT YOUR POST TO BEAM CONNECTION. 12. A-A / 6 ; THE "LUP 26" APPEARS TO BE INADEQUATE FOR THE TRUSS TO GIRDER CONNECTION. 13. A-A / 6 ; R905.2.7 REFERS TO ASPHALT SHINGLE UNDERLAYMENT, AND DOESN'T SEEM TO APPLY TO YOUR ROOF. PLUMBING PLANS: 1. MISCELANEOUS NOTE #4 / 3 ; THE PLUMBING IS TO CONFORM TO THE'94 UNIFORM PLUMBING CODE WITH STATE AMENDMENTS. 2. TOTAL FIXTURE DEMAND CHART / 7 ; PLEASE ADJUST THE QUANTITY OF FIXTURE UNITS FOR THE CLOTHES WASHER TO COINCIDE WITH THE QUANTITY IN UPC TABLE 6-3. 3. PRESSURE RANGE CHART / 7 ; PLEASE RE-CHECK THE QUANTITY OF PLUMBING FIXTURES. 4. PRESSURE RANGE CHART / 7 ; PLEASE ADJUST THE QUANTITY OF ALLOWABLE FIXTURE UNITS AT 40' AND 60'. 5. PLEASE RE-CHECK THE WATER DISTRIBUTION SIZES. 6. A ½" GAS VALVE DOESN'T APPEAR TO ACCOMMODATE THE FURNACE'S 75,000 BTUH DEMAND. 7. THE TOTAL DISTANCE FROM THE WATER METER IS THE DISTANCE FROM THE METER TO THE MOST REMOTE APPLIANCE INCLUDING THE VERTICALLENGTHS AND THE LIFT. SEE UPC 610.7 NOTE 2 . MECHANICAL PLANS: 1. NOTE ON PLANS: MECHANICAL SHALL COMPLY WITH CHAPTERS 12 - 24 2000 IRC. 2. PLEASE SIZE THE MAINTRUNK BEFORE THE MASTER BEDROOM DUCT TAP. SEE M1603. ELECTRICAL PLANS: 1. NOTE ON PLANS: ELECTRICAL WORK SHALL COMPLY WITH CHAPTERS 33 - 42, 2000 IRC. 2. PROVIDE A RECEPTACLE ON THE WEST WALL OF THE ENTRY. SEE E3801.2.1 . 3. PROVIDE A SMOKE DETECTOR IN HALL #1. SEE R317. 4. PROVIDE A RECEPTACLE WITHIN 6' OF THE EAST JAMB OF THE PATIO DOOR. SEE E3801.2.1 . 5. THE READILY ACCESSIBLE RECEPTACLES IN THE GARAGE ARE REQUIRED TO BE GFCI PROTECTED. SEE E3802.2 . 6. PLEASE NOTE ON THE PLANS THAT LIGHT FIXTURES OVER THE BATHTUB ARE TO BE LISTED AS APPROVED FOR USE IN WET AREAS. 7. THE RECEPTACLE AT THE GARDEN TUB IS NOT PERMITTED ABOVE THE TUB, BUT IS OKAY UNDER THE TUB FOR A PUMP (NOT ON THE LOAD CALCS). PROVIDE ACCESS TO SERVICE THE PUMP. 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. 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 |
|---|---|---|---|
| 06/30/2004 | LISA LESNY | OUT TO CUSTOMER | Completed |
| 06/30/2004 | SUE REEVES | REJECT SHELF | Completed |