Permit Review Detail
Review Status: Completed
Review Details: RESIDENTIAL BLDG/WWM
Permit Number - T03CM02060
Review Name: RESIDENTIAL BLDG/WWM
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 04/30/2003 | GERRY KOZIOL | WWM | REVIEW | Denied | Intend to add plubming to existing system? Or add a new septic system? Either way, we need perc and design - 4/30/03. |
| 05/22/2003 | TERRY STEVENS | BUILDING-RESIDENTIAL | REVIEW | Denied | PLAN CHECK COMMENTS - PROJECT #T03CM02060 5/23/03 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. 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. FOUNDATION PLANS: 1. POST FOOTING FOR CARPORT ARE INADEQUATE FOR LOADS IMPOSED IF USING TWO POINT BEARING TRUSSES. STRUCTURAL PLANS: 1. SPECIFY DESIGN CRITERIA ON PLANS. VALUES FOR ROOF DEAD LOAD AND LIVE LOAD. 2. ELEVATIONS INDICATE 6X6 POSTS OR STEEL PIPE. DETAILS ONLY INDICATE STEEL PIPE--------CLARIFY 3. IF TRUSSES ARE TWO POINT BEARING GLULAM BEAM SPANNING 16'-8" IS INADEQUATE. 4. IF TRUSSES ARE TWO POINT BEARING REMOVE BEARING DETAIL AT GARAGE OPENING WALL 5. IF TRUSSES ARE 3 POINT BEARING THEN LINTELS OVER GARAGE DOOR OPENINGS ARE INADEQUATE. 6. PROVIDE MANUFACTURER'S CALCULATIONS AND DATA FOR PRE-FAB TRUSSES AND GLULAM BEAMS. TRUSS CALCULATIONS MUST BE SIGNED, DATED AND WET-SEALED BY AN ENGINEER WHO IS REGISTERED IN ARIZONA. TRUSS CALCULATIONS SHALL BE CROSS-REFERENCED TO THE FLOOR PLANS. ALSO, THE ENGINEER OF RECORD SHALL REVIEW AND "SHOP DRAWING" STAMP APPROVAL ON TRUSS CALCULATIONS. 7. DETAIL GABLE END BRACING CONNECTIONS. 8. COMPLETELY DETAIL ALL CONNECTIONS AND CROSS-REFERENCE TO THE FOUNDATION AND FRAMING PLANS: - BEAM TO POST----CONNECTION - POST TO SLAB-----CONNECTION 9. SHOW DETAILS FOR ALL BEARING AND CRITICAL NON-BEARING CONDITIONS. 10. PROVIDE COMPLETE CROSS SECTION OF FRAMING FOR COVERED WALK WAY. IF LESS THAN 3/12 PITCH MUST USE POST AND BEAM CONSTRUCTION OR PROVIDE ALTERNATE PLUMBING PLANS: 1. THE CITY OF TUCSON HAS NOT ADOPTED THE PLUMBING SECTION OF THE IRC 2OOO. THE CURRENT CODE BEING USED IS THE 1994 UPC WITH THE STATE AMENDMENTS. ALL PLANS MUST REFERENCE TO THIS CODE. IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT YOUR ASSIGNED PLANS EXAMINER: TERRY STEVENS @ 791-5550 EXT. 112 |