Permit Review Detail
Review Status: Completed
Review Details: RESUBMITTAL
Permit Number - T04CM00617
Review Name: RESUBMITTAL
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 04/13/2004 | DAVE WITT | BUILDING-RESIDENTIAL | REVIEW | Denied | PLAN CHECK COMMENTS - PROJECT #T04CM0 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. ALL SLABS AND PADS, INCLUDING LANDINGS AT ALL DOORS, SHALL BE SHOWN. STRUCTURAL PLANS: 1. THE FLOOR JOIST TABLE SUBMITTED REQUIRES: A. SPANS ARE BASED ON CONTINUOUS LATERAL SUPPORT OF THE COMPRESSION FLANGE. B. WEB CRIPPLING CAPACITY IS BASED ON A 3.5 INCH BEARING LENGTH. C. JOISTS MUST BE BRACED AGAINST ROTATION AT ALL SUPPORTS BY TRACK OR BLOCKING. D. THE SPAN OF THIS RAFTER EXCEEDS THE RECOMMENDED BRIDGING TABLE SPANS. SECTIONS - DETAILS - MISC. NOTES: 1. 4 / 2.0 ; THE "CHANNEL PROPERTIES" TABLE SUBMITTED, IS FOR CEILINGS WITH A LIVE LOAD OF 13 PSF. THIS MEMBER IS REQUIRED TO HOLD A ROOF LIVE LOAD OF 20PSF. 2. THE MAXIMUM EFFECTIVE WALL HEIGHT IS MEASURED TO THE ROOF DECK. IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT YOUR ASSIGNED PLANS EXAMINER: DAVE WITT @ 791-5550 EXT. 1110 ADDITIONAL PLAN CHECK COMMENTS |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 04/20/2004 | CINDY AGUILAR | OUT TO CUSTOMER | Completed |
| 04/13/2004 | ANGIE SHOFFSTALL | REJECT SHELF | Completed |