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Permit Review Detail
Review Status: Completed
Review Details: RESUBMITTAL
Permit Number - T03CM05431
Review Name: RESUBMITTAL
Review Status: Completed
Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
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05/06/2004 | David Witt | BUILDING-RESIDENTIAL | REVIEW | Denied | PLAN CHECK COMMENTS - PROJECT #T03CM05431 5/6/04 8122 E. MESQUITE RIDGE CIRCLE 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. STRUCTURAL PLANS: 1. JUSTIFY THE EXISTING HEADERS' ABILITY TO CARRY THE NEW LOAD IN ADDITION TO THE EXISTING LOADS. THE 3-2X8 #2 D.F. HEADER OVER A 6' OPENING APPEARS TO BE INADEQUATE CONSIDERING A TRIBUTARY LOAD OF 9.83 FT. X 55 P.S.F., EXISTING, AND A PROPOSED LOAD OF 6', TRIBUTARY, X 55 P.S.F. WHAT DO YOU WANT TO DO? ARE MY NUMBERS ACCURATE? SECTIONS - DETAILS - MISC. NOTES: 1. PROVIDE STAIRWAY CONNECTION DETAILS AND STRINGER SIZES. PRE-FABRICATED METAL STAIR SHALL HAVE MANUFACTURER'' SPECIFICATIONS ATTATCHED TO THE PLANS. THESE STAIRWAYS ARE TIME CONSUMING TO CHECK. COLUMN, LANDING, TREADS, CONNECTIONS, ETC. THEY ARE REQUIRED TO BE CHECKED BEFORE THE PERMIT IS ISSUED. IF THESE ARE FIELD BUILT, WELDING CERTIFICATES ARE REQUIRED AS WELL AS AN ENGINEER'S DESIGN. IF PRE-FABRICATED, PROVIDE THE LISTING OF THE STAIRWAY'S ACCEPTANCE OR AN ENGINEER'S JUSTIFICATION OF THE DESIGN. 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 |
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06/10/2004 | CINDY AGUILAR | OUT TO CUSTOMER | Completed |
06/10/2004 | ANGIE SHOFFSTALL | REJECT SHELF | Completed |