Permit Review Detail
Review Status: Completed
Review Details: RESIDENTIAL BLDG/ZONING/FLOOD/WWM
Permit Number - T01CM05719
Review Name: RESIDENTIAL BLDG/ZONING/FLOOD/WWM
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 11/21/2001 | PETER MCLAUGHLIN | ZONING | REVIEW | Approved | |
| 11/21/2001 | PETER MCLAUGHLIN | NPPO | REVIEW | Passed | |
| 12/06/2001 | BLANCA ESPINO | FLOODPLAIN | REVIEW | Denied | |
| 12/07/2001 | TERRY STEVENS | BUILDING-RESIDENTIAL | REVIEW | Denied | PLAN CHECK COMMENTS - PROJECT #T01CM05719 12/07/01 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. 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.-------SOILS REPORT PROVIDED IS FOR LOTS OTHER THAN THE ONE INDICATED FOR THIS PROJECT AS WELL AS A NEW CUT AND FILL IS BEING DONE WHICH WILL REQUIRE A DIFFERENT SOILS REPORT 2. PROVIDE NOTE ON THE DRAWING INDICATING THAT PRE-STRESSED OR POST-TENSIONED SLABS SHALL BE LABELED IN TWO PLACES, PER LOCAL POLICY: - CONCRETE SLAB - CENTER OF GARAGE DOOR - MAIN WATER SHUT OFF VALVE - METAL TAG INDICATING POST -TENSIONED 3. ALL FOUNDATION HOLD-DOWNS AND ANCHOR BOLT SPACING FOR SHEAR WALLS SHALL BE SPECIFIED AND LOCATED.--------HOLD DOWNS INDICATED ON FOUNDATION PLAN DO NOT MATCH HOLD DOWNS CALLED FOR IN LATERAL ANALYSIS AND INDICATED ON FLOOR PLAN------ FLOOR PLANS: 1. PROVIDE THE LOCATIONS OF TEMPERED GLASS PER R308.4.-MISSING AT BATH #2 OVER TUB 2. COMPLY WITH R309.2. PROVIDE ½" GYPSUM BOARD ON ALL WALLS COMMON TO THE GARAGE AND HOUSE. STRUCTURAL PLANS: 1. COMPLETELY DETAIL ALL CONNECTIONS AND CROSS-REFERENCE TO THE FOUNDATION AND FRAMING PLANS: - BEAM TO POST - POST TO SLAB - HANGER TYPES 2. NOTE AND DETAIL JOIST HANGERS BY TYPE, SIZE AND REQUIRED ATTACHMENT TO FRAMING MEMBERS. U28 HANGERS ARE INADEQUATE FOR I-JOIST RAFTERS U26 HANGERS ARE INADEQUATE FOR SEVERAL AREAS SUPPORTING TRUSSES 3. DETAIL ALL SHEAR CONNECTIONS FROM THE FOUNDATION TO THE ROOF PLYWOOD. SHEAR WALL TRANSFER AT WALLS PARALLEL TO ROOF FRAMING CALLED OUT AS DETAIL 8-A6 WHICH IS A DETAIL FOR A PORCH CONNECTION DETAIL------CLARIFY SECTIONS - DETAILS - MISC. NOTES: 1. ON STANDARD DETAIL SHEETS, CROSS-OUT ALL DETAILS THAT DO NOT APPLY OR WERE NOT USED. PLUMBING PLANS: 1. THE CITY OF TUCSON HAS NOT ADOPTED THE PLUMBING SECTION OF THE IRC 2000 CODE. THE CITY IS CURRENTLY USING THE 1994 UPC WITH THE STATE AMENDMENTS. CHANGE REFERENCES ON PLANS TO INDICATE CURRENT CODE. IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT YOUR ASSIGNED PLANS EXAMINER: TERRY STEVENS @ 791-5550 EXT. 112 |
| 12/11/2001 | GERRY KOZIOL | WWM | REVIEW | Approved |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 12/11/2001 | TAMI ACHONG | OUT TO CUSTOMER | Completed |