Permit Review Detail
Review Status: Completed
Review Details: RESIDENTIAL BLDG/ZONING/NPPO
Permit Number - T04CM04369
Review Name: RESIDENTIAL BLDG/ZONING/NPPO
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 10/07/2004 | Gerry Koziol | WWM | REVIEW | Approved | |
| 10/22/2004 | David Rivera | ZONING | REVIEW | Denied | October 25, 2004 Development Services Department Zoning Review Section David Rivera Senior Planner Comments: 1. Zoning has reviewed the building plans but cannot approve them at this time. Zoning will re-review and approve the building plans on the next submittal. Submit or add the the following information. 2. Draw or submit a copy of the floor plan of the exisitng house. In an R-1 Zone with five or more bedrooms three parking spaces are required. In addition the parking spaces must be in the rear or side yard. The vehicular use area for the three parking spaces must be paved, striped and must meet minimum maneuverability requirements, and access thereto. Access from an alley will not be allowed without a Board of Adjustment variance. 3. Label the use of the accessory structure located in the rear yard. 4. Multiple variances may be required in order to approve the proposed development. Fianl Zoning comments will be provided on the next site plan submittal and review. See the following section for more information. LUC 3.5.7.1.H H. For all single family dwellings in the R-1 zone with five (5) or more bedrooms, and for all lots containing two (2) or more single family dwellings, with the second dwelling having more than one bedroom, all parking and maneuvering must be located on-site, either in a side or rear perimeter yard. The vehicular use area must be improved, which includes surfacing, striping, and provision of barriers, in conformance with Development Standard 3-05.0. Parking spaces may not be located in a vehicular use area in any front street perimeter yard. |
| 11/01/2004 | David Witt | BUILDING-RESIDENTIAL | REVIEW | Denied | PLAN CHECK COMMENTS - PROJECT #T04CM04369 11/3/04 2865 E. ALTA VISTA ST. 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 2004 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. FOUNDATION PLANS: 1. 7 / A5 ; THE FOOTING APPEARS TO BE UNDERSIZED. SEE 6 , 13 / RASTRA GENERAL BYKORY ENGINEERING. 2. JUSTIFY THE 12" SQUORE FOOTINGS UNDER THE PORCH AND CARPORT POSTS. PLEASE DIMENSION THE LOCATIONS OF THESE POSTS. FLOOR PLANS: 1. PROVIDE THE FLOOR PLAN OF THE ROOMS ADJACENT THE ADDITION. SEE R310 (EXITING) AND R303.2 (VENTILATION). 2. PLEASE NAME THE ROOMS. 3. SHOW COMPLIANCE WITH R303.1 AND R303.2 PROVIDING NATURAL VENTILATION (4%). 4. HOW DOES THE SPACE BETWEEN THE WATER CLOSET AND THE LAVATORY COMPLY WITH U.P.C.408.5 ? 5. STUDIO EQUIPMENT ; PLEASE DESCRIBE THE "CANISTERS", "MILL MACHINE" AND "ROLLING MILL". 6. PLEASE DIMENSION THE POST LOCATION ON THE PORCH AND THE CARPORT. STRUCTURAL PLANS: 1. 1, 2 / A3 ; PLEASE SPECIFY THE RIDGE BEAMS (HIPS) . 2. PROVIDE CONNECTIONS FOR THE GLULAM TO THE WALLS AT EACH END. 3. PLEASE PROVIDE ADEQUATE VERTICAL REINFORCEMENT OF THE EXISTING WALL TO CARRY THE GLULAM, i.e. #4 @ 4' o.c. IT'S DRAWN EXTENDING THE LENGTH OF THE ADDITION. 4. PLEASE PROVIDE BLOCKING OR BRIDGING FOR THE RAFTERS AT THEIR BEARING POINTS. SEE R802.8 . ELEVATIONS: 1. SHINGLES ON THE PORCH SLOPED AT 1:12 ARE NOT PERMITTED. SEE R905.2.2 . SECTIONS - DETAILS - MISC. NOTES: 1. 3, 5 / A1 ; PLEASE SPECIFY THE POST BASES. THE POSTS ARE REQUIRED TO BE OF A WOOD OF NATURAL RESISTANCE TO DECAY OR PRESSURE TREATED IF THE END GRAIN ISN'T AT LEAST 1" ABOVE THE SLAB. 2. 7 / A5 ; HOW ARE THE ,SHORT, LOWER RAFTERS CONNECTED TO THE GLULAM. 3. 6 / A5 ; THE SHINGLES AREN'T PERMITTED ON THE 1:12 PORCH ROOF. SEE R905.2.2 . 4. 6, 7 / A5 ; SPECIFY THE THICKNESS OF THE ROOF SHEATHING. WHILE THE LIVING AREA APPEARS TO BE FRAMED AT 24" o.c., THE PORCH IS ON 4' CENTERS. ALSO, PLEASE SPECIFY THE ROOF SHEATHING MATERIAL FOR DETAIL 7 . 5. 6, 7 / A5 ; PLEASE PROVIDE BLOCKING OR BRIDGING OR SOME MEANS OF LATERAL STABILITY FOR THE RAFTERS AT THEIR BEARING POINTS. SEE R802.8 . 6. 7 / A5 ; HOW DO THE #4@24" O.C. FIT THE RASTRA CELLS @ 15" O.C. ? 7. 7 A5 ; HOW DOES THE ½" GWB ON THE CEILING FRAMED AT 24" O.C. COMPLY WITH TABLE R702.3.5 FOOTNOTE D ? 8. 6 / A5 ; PLEASE SPECIFY THE BEAM / CORBEL / POST CONNECTIONS. 9. PROVIDE A CROSS-SECTION OF THE MASONRY WALL AND FOOTING. PLEASE SPECIFY THE MAXIMUM WALL HEIGHT. 10. PLEASE PROVIDE A CROSS-SECTION OF A TYPICAL INTERIOR WALL. 11. HOW DOES THE ROOF VENTILATION COMPLY WITH R806 ? PLUMBING PLANS: 1. NOTE AND SPECIFY ALL PIPING MATERIALS. 2. RISER DIAGRAM ; INCLUDE THE WATER CLOSET. THE RISER DIAGRAM DOESN'T APPEAR TO FIT THE FLOOR PLAN. 3. WATER LINE: PROVIDE TOTAL FIXTURE DEMAND, EXISTING AND PROPOSED, & MAXIMUM DEVELOPED LENGTH. SEE UPC 610 . 4. NOTE ON PLAN COMPLIANCE WITH WATER CONSERVATION; WATER CLOSETS 1.6 GALLONS PER FLUSH AND SINKS 3 GALLONS PER MINUTE. MECHANICAL PLANS: 1. RASTRA ISN'T LISTED AS APPROVED FOR THE "WALL EXHAUST" TO TRAVEL WITHIN THE WALLAS DRAWN. IS THIS A THROUGH THE WALL VENT FOR THE SOLDERING AREA ? ELECTRICAL PLANS: 1. 2 / A4 ; INDICATE ON THE PLAN WHICH DEVICE, LIGHT OR FAN , IS ON WHICH CIRCUIT. 2. LOAD CALCULATIONS / A4 ; INCLUDE THE FIRST 10,000 WATTS IN THE TOTAL LOAD. 3. WHERE CEILING FANS ARE SHOWN ON THE PLANS, PROVIDE A NOTE INDICATING ONLY APPROVED OUTLET BOXES SHALL BE USED, PER E4001.6. 4. PLEASE ADD A NOTE THAT THE EXISTING DWELLING IS REQUIRED TO BE PROVIDED WITH SMOKE DETECTORS PER R313.1.1 . 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 |
|---|---|---|---|
| 11/04/2004 | BETH GRANT | OUT TO CUSTOMER | Completed |
| 11/04/2004 | ANGIE SHOFFSTALL | REJECT SHELF | Completed |