Permit Review Detail
Review Status: Completed
Review Details: RESIDENTIAL BLDG/WWM
Permit Number - T03CM05292
Review Name: RESIDENTIAL BLDG/WWM
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 11/12/2003 | GERRY KOZIOL | WWM | REVIEW | Approved | |
| 11/17/2003 | James Tate | ENGINEERING | REVIEW | Approved | FUP No. T03OT01961 |
| 12/08/2003 | Christy Foreman | BUILDING-RESIDENTIAL | REVIEW | Denied | PLAN CHECK COMMENTS - PROJECT #T03CM05292 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 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. 4. LIST THE SQUARE FOOTAGES FOR ALL THE FOLLOWING AREAS SEPARATELY ON THE DRAWINGS: - LIVABLE AREA - GARAGE - PORCH/PATIO COVERS - DECKS 5. ALL ENGINEERS AND ARCHITECTS INVOLVED IN THE DESIGN OF THE STRUCTURE ARE TO SEAL THE RELATED SHEETS OF PLANS, DETAILS AND CALCULATIONS. THIS IS IN ACCORDANCE WITH THE RULES OF THE STATE BOARD OF TECHNICAL REGISTRATION. 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. 2. DIMENSION DEPTH INTO UNDISTURBED SOIL FOR EACH FOOTING TYPE AND CONDITION PER TABLE R403.1. 3. LOCATE AND DETAIL ALL FOOTINGS FOR THE FOLLOWING: - INTERIOR BEARING WALLS - 6 x 10 BEAM DOES IT BEAR ON EXISTING WALL? - POSTS - NEED TO PROVIDE DETAIL FOR POST FOOTING AT PORCH AND SPECIFY REBAR IN FOOTING? - COLUMNS - 6 X10 BEAM? 4. LOCATE AND SPECIFY ALL ANCHOR BOLT SPACING (½" DIA. MIN WITH 7" EMBEDMENT, MAX. 6'-0" O.C. WITHIN 12" OF END PLATE) AND POST ANCHORS ON THE FOUNDATION PLAN. 5. ALL FOUNDATION HOLD-DOWNS AND ANCHOR BOLT SPACING FOR SHEAR WALLS SHALL BE SPECIFIED AND LOCATED. FLOOR PLANS: 1. LOCATE AND IDENTIFY SHEAR WALL TYPES AND LOCATIONS. PROVIDE NAILING SCHEDULE. STRUCTURAL PLANS: 1. 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. OR DIFFERED SUBMITTAL 2. SPECIFY LATERAL SUPPORT OF TRUSSES. 3. DETAIL GABLE END BRACING CONNECTIONS. 4. SPECIFY AND DETAIL ALL OVER FRAMING. IF SOLID SHEATHING IS USED ON THE LOWER TRUSSES, PROVIDE MINIMUM OPENINGS OF 22" BY 30" FOR ACCESS AND VENTILATION INTO OVER FRAMED AREAS (>30 S.F 5. COMPLETELY DETAIL ALL CONNECTIONS AND CROSS-REFERENCE TO THE FOUNDATION AND FRAMING PLANS: - TRUSSES TO TOP PLATE - BEAM TO POST - POST TO SLAB - 6 X 10 @ MASTER BEDROOM CLOSET INCLUDE FOOTING DETAIL. - SILL TO SLAB, ANCHOR BOLT SIZES (7" EMBEDMENT MIN.) AND SPACING, POST TO SILL PLATE - JOIST TO LEDGER - SPECIFY @ PORCH - HANGER TYPES - STRAPS - HOLD DOWN LOCATIONS AND TYPE - NAILING - CONTINUOUS LOAD PATH FOR SHEAR TRANSFER 6. DETAIL ALL SHEAR CONNECTIONS FROM THE FOUNDATION TO THE ROOF PLYWOOD. 7. PROVIDE BRACING DETAILS AND NOTES FOR EXTERIOR FRAME WALLS AND MAIN CROSS-STUD PARTITIONS, OR USE FULLY BRACED, PER R602.10.3. A MINIMUM PANEL WIDTH OF 48" IS REQUIRED TO EFFECTIVELY BRACE THE PARTITION. SEE TABLE R602.10.3, CATEGORY "C". IF BRACING DOES NOT COMPLY, PROVIDE A LATERAL ANALYSIS OR ALTERNATE DESIGN TO BE REVIEWED BY THE PLANS EXAMINER. WIND FORCES FOR SINGLE STORY RESIDENCES SHALL USE 90 MPH, EXPOSURE "B". TWO STORY RESIDENCES OR AREAS OF HIGHER WIND SHALL USE EXPOSURE "C". SECTIONS - DETAILS - MISC. NOTES: 1. PROVIDE A BUILDING CROSS-SECTION. MORE THAN ONE MAY BE REQUIRED TO CLEARLY ILLUSTRATE HOW THE STRUCTURE IS BUILT. IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT YOUR ASSIGNED PLANS EXAMINER: CHRISTY FOREMAN @ 791-5550 EXT. 1113 NOTE: AS OF 2-02-01 THE CITY OF TUCSON HAS ADOPTED THE 2000 IRC EXCEPT FOR THE PLUMBING PORTION WHICH IS THE STATE PLUMBING CODE. ALL MODEL PLANS SHALL BE REFERENCE TO THE PREVIOUSLY MENTIONED CODES. |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 12/12/2003 | DELMA ROBEY | OUT TO CUSTOMER | Completed |
| 12/10/2003 | ANGIE SHOFFSTALL | REJECT SHELF | Completed |