Microfiche records prior to 2006 have not been completely digitized and may not be available yet on PRO. If you can not find what you are looking for please submit a records request.
Permit Review Detail
Review Status: Completed
Review Details: RESUBMITTAL
Permit Number - T05CM05379
Review Name: RESUBMITTAL
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 10/03/2006 | DAVE WITT | BUILDING-RESIDENTIAL | REVIEW | Denied | PLAN CHECK COMMENTS - PROJECT #T05CM05379 10/10/06 408 W. SIMPSON 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 2003 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. PROVIDE AN ADDRESS FOR THE ELECTRICAL SERVICE. T.E.P. REQUIRES THE ADDRESS. POSSIBLY FOR BILLING. FOUNDATION PLANS: 1. JUSTIFY THE 18" SQUARE INTERIOR FOOTINGS AT 1000 PSF SOIL BEARING CAPACITY. SECTIONS - DETAILS - MISC. NOTES: 1. SECTION A / 10 ; PROVIDE THE ROOF SLOPE . 2. SECTION A / 10 ; SIMPSON LISTS NO VALUE FOR THEIR A34 IN THIS CONFIGURATION (NAILS IN TENSION). H2.5? 3. SECTION A,B / 10, 11 ; WILL THE WALL AND CEILING FINISH BE ½"S/R ? 4. SECTION C / 19 ; TIMBERLOK'S TLOK10 REQUIRE 8 DIAMETERS OF EDGE DISTANCE. 2X APPEARS TO BE TO NARROW FOR THE TLOK10. PLUMBING PLANS: 1. THE 2" LINE FROM THE LAVATORY TO THE 3" LINE APPEARS TO BE OVER 5FEET IN LENGTH. PLEASE PROVIDE AN END OF LINE CLEAN OUT OR WALL CLEAN OUT AT THE LAVATORY. SEE UPC SECTION 707.4 . ELECTRICAL PLANS: 1. RISER DIAGRAM / 16 ; T.E.P. PROVIDES ONLY ONE DROP PER RESIDENCE. PLEASE CONSIDER A DUAL PACK OR GUTTERED SYSTEM. IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT YOUR ASSIGNED PLANS EXAMINER: DAVE WITT @ 791-5550 EXT. 1110 |