Permit Review Detail
Review Status: Completed
Review Details: RESIDENTIAL BLDG/ZONING/ENGINE/WWM
Permit Number - T03CM01384
Review Name: RESIDENTIAL BLDG/ZONING/ENGINE/WWM
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 03/26/2003 | GERRY KOZIOL | WWM | REVIEW | Approved | |
| 04/10/2003 | TERRY STEVENS | BUILDING-RESIDENTIAL | REVIEW | Denied | PLAN CHECK COMMENTS - PROJECT #T03CM01384 04/11/03 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. NOTE: AS OF 2-02-01 THE CITY OF TUCSON HAS ADOPTED THE 2000 IRC EXCEPT FOR THE PLUMBING PORTION WHICH IS THE 1994 UPC WITH STATE AMENDMENTS. ALL PLANS SHALL BE REFERENCE TO THE PREVIOUSLY MENTIONED CODES. FOUNDATION PLANS: 1. DIMENSION THE DEPTH INTO UNDISTURBED SOIL FOR EACH FOOTING TYPE AND CONDITION PER TABLE R403.1.-------AS WELL AS THE REQUIRED 6" ABOVE NATURAL GRADE TO BOTTOM OF SILL PLATE 2. NOTE AND DETAIL MINIMUM REINFORCING, OR PROVIDE CODE JUSTIFICATION OF ALTERNATE: - MONOLITHIC - ONE (1) #5 OR TWO (2) #4 REBARS IN THE MIDDLE OF THE FOOTING. 3. DETAIL FOR INTERIOR BEARING FOOTING, DETAIL 2/A7 IS MISSING FROM DETAIL PAGE FLOOR PLANS: 1. THE WALLS AND SOFFITS OF THE ENCLOSED SPACE UNDER STAIRS SHALL BE PROTECTED ON THE ENCLOSED SIDE WITH ½" GYPSUM BOARD PER R314.8. 2. NOTE THAT BATHTUB AND SHOWER ENCLOSURES SHALL BE FINISHED WITH CERAMIC TILE, OR A LISTED ENCLOSURE, TO A HEIGHT OF 72" ABOVE THE DRAIN PER R702.4 AND R307.2 3. NOTE AND SPECIFY THAT SHOWER ENCLOSURES SHALL HAVE A MINIMUM FINISHED INTERIOR OF 1,024 SQUARE INCHES AND SHALL BE CAPABLE OF ENCOMPASSING A MINIMUM 30" CIRCLE PER UPC SEC. 410.0. ALL GLASS ENCLOSURES SHALL BE TEMPERED. 4. DETAIL AND SPECIFY STAIR WIDTH (MINIMUM 36"), RISE AND RUN (MINIMUM 10" TREAD DEPTH AND 7 ¾" MAXIMUM RISER HEIGHT PER R314), LANDING WIDTH (PER R312), HANDRAIL HEIGHTS (PER R315), GUARDRAIL HEIGHT (PER R316) AND INTERMEDIATE RAIL SPACING (PER R316). STRUCTURAL PLANS: 1. TRUSS CALCULATIONS MUST BE SIGNED, DATED AND WET-SEALED BY AN ENGINEER WHO IS REGISTERED IN ARIZONA. OR REMOVE AND DO A DEFERRED SUBMITTAL. 2. DETAIL GABLE END BRACING CONNECTIONS. 3. COMPLETELY DETAIL ALL CONNECTIONS AND CROSS-REFERENCE TO THE FOUNDATION AND FRAMING PLANS: - CONTINUOUS LOAD PATH FOR SHEAR TRANSFER-----HOW IS SHEAR TRANSFERRED AT SECOND FLOOR WALL AT BEDROOM 4 WALL/TERRACE FROM THE FLOOR TO ROOF 4. SHOW DETAILS FOR ALL CRITICAL NON-BEARING CONDITIONS.------FOR WALL LISTED IN #3 COMMENT 5. IT APPEARS THAT A LATERAL ANALYSIS HAS BEEN DONE FOR THIS STRUCTURE, IF SO OR NOT SEE THE FOLLOWING. 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". PLUMBING PLANS: 1. PROVIDE A LEGIBLE ISOMETRIC DRAWING OF WASTE LINES. SHOW SIZES OF WASTE LINES, VENTS AND REQUIRED CLEANOUTS. 2. NOTE ON PLANS THAT SHOWER AND TUB / SHOWER COMBINATIONS THAT HAVE INDIVIDUAL CONTROL VALVES SHALL BE OF THE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE. ELECTRICAL PLANS: 1. RECEPTACLE OUTLETS SHALL BE PROVIDED AT EACH KITCHEN COUNTER SPACE WIDER THAN 12", AND SHALL BE INSTALLED SO THAT NO POINT ALONG THE WALL LINE IS MORE THAN 24" FROM A RECEPTACLE OUTLET, PER E3801.4.1 2. ISLAND OR PENINSULA COUNTER TOPS SHALL HAVE AT LEAST ONE RECEPTACLE OUTLET AT EACH COUNTER SPACE WITH A LONG DIMENSION OF 24" OR GREATER, AND A SHORT DIMENSION OF 12" OR GREATER, PER E3801.4.2 AND E3802.4.3. 3. A RECEPTACLE OUTLET SHALL BE PROVIDED ADJACENT TO THE BASIN IN EACH BATHROOM, PER E3801.6. BATHROOM OUTLETS SHALL BE ON A SEPARATE 20 AMP CIRCUIT WITH NO OTHER OUTLETS, PER E33603.4. 4. NOTE THAT TWO OR MORE 2OAMP SMALL APPLIANCE CIRCUITS SHALL BE PROVIDED TO SERVE ALL RECEPTACLE OUTLETS IN THE KITCHEN, BREAKFAST ROOM AND DINING ROOM. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS, PER E3603.2 AND E3801.3-4.5. MODEL ENERGY CODE: 1. PROVIDE ENERGY CALCULATIONS PER THE 1998 IECC, OR COMPLY WITH IRC CHAPTER 11. 2. CALL OUT ON THE PLANS THE "R" VALUES OF INSULATION, AS WELL AS THE "U" VALUES OF THE WINDOWS AND DOORS IN CONFORMANCE WITH THE ENERGY CALCULATIONS PROVIDED. IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT YOUR ASSIGNED PLANS EXAMINER: TERRY STEVENS @ 791-5550 EXT. 1112 |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 04/15/2003 | CINDY AGUILAR | OUT TO CUSTOMER | Completed |