Permit Review Detail
Review Status: Stopped
Review Details: RESUBMITTAL
Permit Number - T02CM02399
Review Name: RESUBMITTAL
Review Status: Stopped
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 08/28/2002 | DAVE WITT | BUILDING-RESIDENTIAL | REVIEW | Denied | PLAN CHECK COMMENTS - PROJECT #T02CM02399 8/28/02 1331 W. PASTIME 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, 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 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. 2. 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. FOUNDATION PLANS: 1. NOTE ON THE DRAWINGS THE ALLOWABLE SOIL BEARING PRESSURE USED IN THE DESIGN OF THE FOOTINGS, OR STATE THAT THE ASSUMED VALUE OF 1500 PSF IS BEING USED, PER TABLE R401.4.1, A SOILS REPORT IS NOT REQUIRED. IT IS UP TO THE DESIGNER/HOMEBUILDER TO BE AWARE OF THE SOIL AND CONDITIONS OF THE SITE. IF SOIL TESTING HAS BEEN DONE, A COPY OF THE SOILS REPORT SHALL BE SUBMITTED WITH THE CONSTRUCTION PLANS, AND THE FOUNDATION DESIGN SHALL REFLECT THE SOILS REPORTS RECOMMENDATIONS. ON BOTH PLANS 2. SHOW AN INTERIOR FOOTING BY THE EXISTING WALL FOR A BEARING WALL IF YOU DON'T ANALYZE THE EXISTING BEARING WALL. 3. SHOW THE LANDING AT THE GLASS DOOR ON BOTH PLANS. 4. ALL FOUNDATION HOLD-DOWNS AND ANCHOR BOLT SPACING FOR SHEAR WALLS SHALL BE SPECIFIED AND LOCATED . FLOOR PLANS: 1. THE ADDITION CANNOT ENCLOSE THE WINDOW FOR BEDROOM #1. 2. LOCATE AND IDENTIFY SHEAR WALL TYPES AND LOCATIONS. PROVIDE NAILING SCHEDULE. STRUCTURAL PLANS: 1. PROVIDE A HEADER FOR A 6' OPENING IN THE HEADER SCHEDULE ON BOTH PLANS. 2. 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. 3. PROVIDE THE DETAIL 5 ON PAGE 4 REFERENCED IN THE ROOF FRAMING PLAN ON PAGE 4 ON BOTH PLANS. 4. DETAIL GABLE END BRACING CONNECTIONS. 5. SPECIFY THE ROOFING MATERIAL ON BOTH PLANS. 6. PROVIDE THE 2-#4 CONTINUOUS REBARS IN THE FOOTINGS ON BOTH PLANS. ELECTRICAL PLANS: 1. NOTE ON PLANS: ELECTRICAL WORK SHALL COMPLY WITH CHAPTERS 33 - 42, 2000 IRC ON BOTH PLANS. 2. DESIGNATE CIRCUITS FOR THE LIGHT FIXTURES AND RECEPTACLE OUTLETS. COMPLETE THE PANEL SCHEDULE NOTING CIRCUIT NUMBER AND SIZE ALONG WITH A GENERAL DESCRIPTION. 3. PROVIDE AN EXTERIOR OUTLET AT GRADE LEVEL LOCATED AT THE BACK OF THE DWELLING, PER E3801.7. THIS OUTLET SHALL BE GFI PROTECTED PER E3802.3 ON BOTH PLANS. MODEL ENERGY CODE: 1. CALL OUT ON THE PLANS THE "U" VALUES OF THE WINDOWS (IT HAS BEEN CUT OFF OF THE COPIES). 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 |
|---|---|---|---|
| 10/17/2002 | ELAINE ROSE | OUT TO CUSTOMER | Stop |