Permit Review Detail
Review Status: Completed
Review Details: RESIDENTIAL BLDG/WWM
Permit Number - T03CM04340
Review Name: RESIDENTIAL BLDG/WWM
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 09/12/2003 | MELISSA POULIN | WWM | REVIEW | Approved | |
| 10/06/2003 | David Witt | BUILDING-RESIDENTIAL | REVIEW | Denied | PLAN CHECK COMMENTS - PROJECT #T02CM04340 4637 E. GLENN 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. PLEASE PROVIDE EVIDENCE OF A RECORDED EASEMENT FOR THE UTILITY LINES ON THE NEIGHBORING PROPERTY. 2. INDICATE DIMENSIONS AND LOCATIONS OF ALL EASEMENTS. FOUNDATION PLANS: 1. PLEASE REVISE THE NOTE TO REFLECT THE REQUIREMENT FOR FOOTINGS TO BEAR 12" MINIMUM INTO THE UNDISTURBED GROUND UNLESS JUSTIFIED OTHERWISE BY AN ARIZONA ENGINEER. 2. PROVIDE HOLD-DOWNS AT EACH LOWER CORNER OF THE TWO BRACED WALL PANELS ADJACENT THE 6040 IN THE DINING ROOM. 3. PROVIDE HOLD-DOWNS AT THE TWO LOWER CORNERS OF THE TWO BRACED WALL PANELS ADJACENT THE 2868 IN THE DINING ROOM. 4. PROVIDE HOLD-DOWNS AT THE TWO LOWER CORNERS OF THE BRACED WALL PANEL BETWEEN THE 2868 AND THE OUTSIDE CORNER OF THE PORCH. FLOOR PLAN 1. PROVIDE ACCESS TO THE ATTIC SPACE. DESIGNATE THE LOCATION ON THE DRAWINGS. OPENINGS SHALL NOT BE LESS THAN 22" BY 30". THE ATTIC ACCESS SHALL PROVIDE A MINIMUM OF 30" OF HEADROOM, AND SHALL BE LOCATED IN A HALLWAY OR READILY ACCESSIBLE SPACE PER R807. THE ACCESS SHOWN ON THE ELECTRIC PLAN DOESN'T HAVE 30" OF HEADROOM. 2. NOTE THAT BATHTUB AND SHOWER ENCLOSURES SHALL BE FINISHED PER WITH CERAMIC TILE OR A LISTED ENCLOSURE, TO A HEIGHT OF 72" ABOVE THE DRAIN PER R702.4 AND R307.2 STRUCTURAL PLANS: 1. PROVIDE HEADERS ON THE ROOF PLAN-TRUSS PLAN. 2. TRUSS "A01" REQUIRES BEARING OVER THE CORRIDOR FROM THE GARAGE TO THE LAUNDRY ROOM. 3. THE TRUSSES THAT PROVIDE 30" OR MORE OF HEAD ROOM ARE REQUIRED TO ACCOMMODATE A 10 PSF LIVE LOAD. 4. DETAIL GABLE END BRACING CONNECTIONS. ELEVATIONS: 1. PLEASE ILLUSTRATE THE CHIMNEY AND DIMENSION THE THE 2' ABOVE THE 10' HORIZONTAL DIMENSION. SECTIONS - DETAILS - MISC. NOTES: 1. 3/A ; ANCHOR BOLTS ARE REQUIRED AT QUARTER POINTS PER R602.10.6 2. 3/A ; PAHD 42 DOESN'T PROVIDE 1800# OF TENSILE STRENGTH. HPAHD 42 DOES BUT WITH AN 8" STEM OR MONOLYTHIC FOUNDATION. 3. 3/B ; PLEASE SPEC THE TIE DOWN ANCHORS. 4. 3/C ; PLEASE SPEC THE ANCHOR BOLTS. 5. 3/C ; PLEASE SPEC THE VERTICALS CONNECTING THE FOOTING AND THE STEM AND PROVIDE A BEND IN THE FOOTING. 6. 3/C ; PLEASE SPEC THE WIDTH OF THE STEM KEEPING IN MIND THE TENSILE VALUE OF THE HOLD-DOWN. 7. 3/C ; DESCRIBE THE SHEAR MATERIAL FOR THE STUDS. SEE R610.3 . 8. 3/C ; SPEC THE SPACING OF THE STUDS. 9. 3/E ; SPEC THE SPACING OF THE STUDS. 10. 3/E ; PLEASE SPEC THE ANCHOR BOLTS. 11. PATIO WALL NOTE #2/3 ; THE CITY REQUIRES A PERMIT FOR PATIO WALLS OVER 6' . 12. PATIO WALL NOTE #3/3 ; A CROSS-SECTION SHOULD BE INCLUDED WITH THE APPLICATION FOR A PATIO WALL PERMIT AS WELL AS AN ENGINEER'S DESIGN FOR WALLS OVER 6' . 13. PLEASE CLARIFY THE "ANCHOR BOLT 2 #4 REBAR EVERY 4 FEET" TO THE LEFT OF THE PATIO WALL SECTION ON PAGE 3 . PLUMBING PLANS: 1. THE WATER DISTRIBUTION APPEARS TO BE UNDER SIZED PER U.P.C. TABLE 6-4 . 2. THE GAS INPUT RATES AREN'T IN ACCORD WITH U.P.C. TABLE 12-3. 3. PLEASE RE CHECK THE ¾" GAS SERVING BOTH THE FURNACE AND THE 50 GALLON WATER HEATER. ELECTRICAL PLANS: 1. THE ELECTRICAL NOTES ON PAGES 9 AND 10 SHOULD REFER TO THE I.R.C. INSTEAD OF THE N.E.C. 2. WHERE CEILING FANS ARE SHOWN ON THE PLANS, PROVIDE A NOTE INDICATING ONLY APPROVED OUTLET BOXES SHALL BE USED, PER E4001.6. 3. LIGHT FIXTURES OVER TUBS AND SHOWERS ARE TO BE LISTED FOR USE IN WET AREAS. 4. THE RECEPTACLES BY THE BATHROOM LAVATORIES ARE REQUIRED TO BE ON A 20 AMP DEDICATED CIRCUIT. PLEASE ASSIGN THE OTHER DEVICES TO OTHER CIRCUIT. 5. PROVIDE A SMOKE DETECTOR IMMEDIATELY OUTSIDE BEDROOM #3. SEE R317 . 6. PROVIDE A RECEPTACLE BETWEEN THE FRONT DOOR AND THE DOOR TO BEDROOM #2. 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 |
|---|---|---|---|
| 10/10/2003 | TAMI ACHONG | OUT TO CUSTOMER | Completed |
| 10/08/2003 | ANGIE SHOFFSTALL | REJECT SHELF | Completed |