Permit Review Detail
Review Status: Completed
Review Details: OTHER
Permit Number - T04CM02061
Review Name: OTHER
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 06/09/2004 | David Witt | BUILDING-RESIDENTIAL | REVIEW | Denied | PLAN CHECK COMMENTS - PROJECT #T04CM02061 6/9/04 2145 E. EDISON 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 ΒΌ 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. 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. 2. PAHD 42 DOESN'T PROVIDE 1800# OF HOLD-DOWN ON AN END STUD ADJACENT A CORNER. 3. PROVIDE AT LEAST 2'-8" BETWEEN THE 5040 AND THE CORNER AND PROVIDE 1800# HOLD-DOWNS. SEE R602.10.6 . PLEASE LOCATE THIS WINDOW ON THE FLOOR PLAN WITH DIMENSIONS. 4. PROVIDE A LANDING AT THE EXTERIOR DOORS. SEE R312.1.2 . FLOOR PLANS: 1. PROVIDE THE NORTH / SOUTH DIMENSION OF THE "EXISTING LIVING ROOM". 2. DO THE 6040 AND THE 5040 WINDOWS OPEN? SEE R303.1 . 3. LOCATE AND IDENTIFY SHEAR WALL TYPES AND LOCATIONS. PROVIDE NAILING SCHEDULE. STRUCTURAL PLANS: 1. SPECIFY DESIGN CRITERIA ON PLANS. VALUES FOR FLOOR DEAD LOAD AND LIVE LOAD, ROOF DEAD LOAD AND LIVE LOAD. 2. JUSTIFY THE 2 X 12 #2 D.F. @ 24" O.C. RAFTERS OVER THE EXISTING HOUSE. 3. PROVIDE CEILING JOISTS OR COLLARS. SEE R802.3 AND R802.3.1. 4. PROVIDE THE SLOPE OF THE ROOF OVER THE "NEW BREAKFAST ROOM". 5. PROVIDE THE SPACING OF THE RAFTERS OVER THE "NEW BREAKFAST ROOM". 6. LIVING ROOM SECTION ; HOW IS THE LATERAL ROTATION OF THE EXISTING CEILING JOISTS CHECKED UNDER THE NEW PONY WALL SUPPORTING THE NEW ROOF? MECHANICAL PLANS: 1. NOTE ON PLANS: MECHANICAL SHALL COMPLY WITH CHAPTERS 12 - 24 2000 IRC. 2. THE 12" TRUNK APPEARS UNDER SIZED FOR BOTH SUPPLY AND RETURN AIR. SEE M1602 AND M1603. 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 |
|---|---|---|---|
| 06/14/2004 | CINDY AGUILAR | OUT TO CUSTOMER | Completed |
| 06/14/2004 | ANGIE SHOFFSTALL | REJECT SHELF | Completed |