Permit Review Detail
Review Status: Stopped
Review Details: RESIDENTIAL BLDG/ZONING/FLOOD
Permit Number - T02CM01517
Review Name: RESIDENTIAL BLDG/ZONING/FLOOD
Review Status: Stopped
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 03/21/2002 | DOUG WILLIAMS | FLOODPLAIN | REVIEW | Approved | |
| 07/01/2002 | DAVID RIVERA | ZONING | REVIEW | Approved | |
| 07/01/2002 | DAVID RIVERA | NPPO | REVIEW | Passed | |
| 07/24/2002 | DAVE WITT | BUILDING-RESIDENTIAL | REVIEW | Denied | PLAN CHECK COMMENTS - PROJECT #T02CM01517 7/24/02 2702 E. 4th 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 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 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. FOOTING WIDTH FOR TWO-STORY WITH MASONRY WALL IS 25", PER TABLE R403.1 FOOTING WIDTH FOR TWO-STORY WOOD FRAME WALL IS 19", PER TABLE R403.1 FLOOR PLANS: 1. PROVIDE ACCESS TO EACH SEPARATE ATTIC AND CRAWL SPACE THAT EXCEEDS 30SF. DESIGNATE LOCATIONS ON THE DRAWINGS. OPENINGS SHALL NOT BE LESS THAN 22" BY 30". THE ATTIC ACCESS SHALL PROVIDE A MINIMUM OF 30" OF HEADROOM, AND SHALL BE LOCATED IN A HALLWAY OR READILY ACCESSIBLE SPACE PER R807. 2. THE WALLS AND SOFFITS OF THE ENCLOSED SPACE UNDER STAIRS SHALL BE PROTECTED ON THE ENCLOSED SIDE WITH ½" GYPSUM BOARD PER R314.8. 3. DETAIL AND SPECIFY THE HANDRAIL HEIGHT PER R315 , GUARDRAIL HEIGHT PER R316 , AND THE INTERMEDIATE SPACING PER R316 . 4. LOCATE AND IDENTIFY BRACED WALL PANEL TYPES AND LOCATIONS PER R602.10 AND R602.10.6. PROVIDE NAILING SCHEDULE. STUCCO ISN'T RECOGNIZED AS A SHEAR WALL MATERIAL. 5. APPLIANCES INSTALLED IN GARAGES SHALL BE MOUNTED ON PLATFORMS AT LEAST 18" ABOVE THE FLOOR, PER M1307.3 STRUCTURAL PLANS: 1. SPECIFY LUMBER GRADE AND SPECIES. SPECIFY GLULAM COMBINATION SYMBOLS AND "I" JOIST SIZE. 2. THE 5 ¼ X 12 APPEARS TO BE INADEQUATE AS DOUGLAS FIR FOR THE RAMADA BEAM. 5 ¼" ISN'T A STANDARD SIZE FOR A BEAM OR A GLULAM. 3. THE TRUSSES ARE REQUIRED TO CARRY A LIVE LOAD OF 10 P.S.F. PER R502.11.4 (SEE ALSO TABLE R802.4(2) ) 4. SPECIFY LATERAL SUPPORT OF TRUSSES. 5. DETAIL GABLE END BRACING CONNECTIONS. 6. DETAIL ALL BRACED WALL PANEL CONNECTIONS FROM THE FOUNDATION TO THE ROOF PLYWOOD. 7. PROVIDE STAIRWAY CONNECTION DETAILS AND STRINGER SIZES. PRE-FABRICATED METAL STAIR SHALL HAVE MANUFACTURER'S SPECIFICATIONS ATTACHED TO PLANS. 8. PROVIDE A CROSS SECTION OF THE RAMADA TO CLEARLY ILLUSTRATE HOW THE STRUCTURE IS BUILT. ELEVATIONS: 1. PROVIDE A DRAWING OF THE REAR ELEVATION. 2. NOTE GLASS IN HAZARDOUS AREAS SHALL BE SAFETY GLASS PER R308.4. (i.e. GLASS WITHIN 24" OF A DOOR EDGE) SECTIONS - DETAILS - MISC. NOTES: 1. DESCRIBE THE REINFORCEMENT IN THE BOND BEAM. 2. HOW IS THE PS720 USED TO CONNECT THE RAMADA BEAM TO THE FRAME WALL. IT'S FLAT WITHOUT A TWIST. 3. SPECIFY THE SIZE, SPACING AND LENGTH OF ANCHOR BOLTS FOR SILL PLATE TO THE FOUNDATION OR PROVIDE CALCS FOR THE RAMSET SHOTS ADJACENT THE GARAGE. 5. SPECIFY THE LEDGER CONNECTIONS TO THE MASONRY WALL. 6. HOW ARE THE T.J.I./PLATE CONNECTIONS MADE ? PLUMBING PLANS: 1. GAS: PROVIDE THE LENGTH OF LINE TO EACH EXISTING AND PROPOSED APPLIANCE, BTU DEMAND OF EACH APPLIANCE, SIZE OF EACH BRANCH, TOTAL DEMAND & TOTAL DEVELOPED LENGTH FROM METER TO MOST REMOTE APPLIANCE ON THE SYSTEM PER UPC 1217.2 OR REFLECT THE WATER HEATER IN THE ELECTRIC CALCULATIONS. 2. WATER LINE: PROVIDE TOTAL FIXTURE DEMAND INCLUDING HOSE BIBS & MAXIMUM DEVELOPED LENGTH. PROVIDE THE SIZE OF THE EXISTING WATER SERVICE. 3. SHOWERS REQUIRE A 2" DRAIN AND HORIZONTAL WET VENTS AREN'T PERMITTED. 4. NOTE ON PLAN COMPLIANCE WITH WATER CONSERVATION; WATER CLOSETS 1.6 GALLONS PER FLUSH, SINKS AND SHOWERHEADS 3 GALLONS PER MINUTE. 5. PROVIDE PRESSURE AND TEMPERATURE RELIEF VALVE AT WATER HEATER. 9. NOTE ON PLANS THAT SHOWERS THAT HAVE INDIVIDUAL CONTROL VALVES SHALL BE OF THE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE. ELECTRICAL PLANS: 1. REFLECT THE WATER HEATER IN THE ELECTRICAL CALCULATIONS OR PROVIDE A GAS DRAWING AND TOTAL DEVELOPED LENGTH OF THE SYSTEM. 2. WHERE CEILING FANS ARE SHOWN ON THE PLANS, PROVIDE A NOTE INDICATING ONLY APPROVED OUTLET BOXES SHALL BE USED, PER E4001.6. 3. CLARIFY THE LOCATION AND ACCESS TO THE SUB-PANEL. 4. NOTE THE EXISTING RESIDENCE IS REQUIRED TO BE EQUIPPED WITH SMOKE DETECTORS PER R317.1.1 . 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: DAVE WITT @ 791-5550 EXT. 1110 |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 10/17/2002 | ELAINE ROSE | OUT TO CUSTOMER | Stop |