Permit Review Detail
Review Status: Completed
Review Details: OTHER
Permit Number - T03CM01782
Review Name: OTHER
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 05/20/2003 | DAVE WITT | BUILDING-RESIDENTIAL | REVIEW | Denied | PLAN CHECK COMMENTS - PROJECT #T03CM01782 5/20/03 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 PLANS SHALL BE LEGIBLE AND A SCALE NO SMALLER THAN ΒΌ 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. SITE PLAN: 1. INDICATE THE LOCATION OF GAS, WATER, ELECTRIC AND SEWER OR SEPTIC LINE ON THE PROPERTY, AND WHERE THEY ENTER THE BUILDING. 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 THE WALL THICKNESS, FOOTING WIDTH THICKNESS AND DEPTH INTO UNDISTURBED SOIL FOR EACH FOOTING TYPE AND CONDITION PER TABLE R403.1. 3. 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. - STEMWALL - ONE (1) #4 REBAR IN THE BOTTOM OF THE FOOTING AND ONE (1) #4 REBAR IN THE TOP OF THE STEM ON BRACED WALLS PER R602.10.6 4. FOOTING WIDTHS FOR ONE-STORY, PER TABLE R403.1: - 16" MINIMUM; WOOD FRAME 5. LOCATE AND DETAIL ALL FOOTINGS FOR THE FOLLOWING: - INTERIOR BEARING WALLS - POSTS 6. ALL SLABS AND PADS, INCLUDING LANDINGS AT ALL DOORS, SHALL BE SHOWN AND THEIR THICKNESS SPECIFIED. INDICATE THE SLOPE FOR EXTERIOR SLABS, PER R312. 7. LOCATE AND SPECIFY ALL ANCHOR BOLT SPACING AND POST ANCHORS ON THE FOUNDATION PLAN. 8. INDICATE THE MIN. 6" CLEARANCE REQUIRED FROM THE NATURAL GRADE TO BOTTOM OF SILL PLATE FLOOR PLANS: 1. PROVIDE ALL WINDOW SIZES AND TYPES, AND DESIGNATE THE OPERABLE PORTION OF WINDOWS 2. SHOW COMPLIANCE WITH R310 PROVIDING EGRESS FROM BEDROOMS.-------FOR ADJACENT BEDROOM - MAXIMUM SILL HEIGHT OF 44" - MINIMUM NET CLEAR AREA OF OPENING OF 5.7SF. - MINIMUM NET CLEAR DIMENSIONS OF OPENING OF 24" HEIGHT BY 20" WIDTH. 3. IDENTIFY CEILING HEIGHTS IN ALL AREAS ON FLOOR PLAN. IF SLOPED CEILING, NOTE AVERAGE HEIGHT. 4. PROVIDE DIMENSIONS FROM CORNERS TO DOORS, WINDOWS, OPENING SIZES, ETC. STRUCTURAL PLANS: 1. PROVIDE COMPLETE ROOF FRAMING PLANS. SHOW SIZE, SPACING AND SPAN OF ALL FRAMING MEMBERS, RAFTERS, BEAMS AND HEADERS. 2. COMPLETELY DETAIL ALL CONNECTIONS AND CROSS-REFERENCE TO THE FOUNDATION AND FRAMING PLANS: - RAFTERS TO DOUBLE TOP PLATE - BEAM TO POST - POST TO SLAB - SILL TO SLAB, ANCHOR BOLT SIZES AND SPACING, POST TO SILL PLATE - HANGER TYPES 3. NOTE AND DETAIL TIE STRAPS FRAMING ANCHORS AND JOIST HANGERS BY TYPE, SIZE AND REQUIRED ATTACHMENT TO FRAMING MEMBERS. 4. 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". 5. ROLLED ROOFING [90# MINERAL PAPER] CANNOT BE USED ON A ROOF WITH LESS THAN A 1:12 SLOPE SECTIONS - DETAILS - MISC. NOTES: 1. PROVIDE A BUILDING CROSS-SECTION. MORE THAN ONE MAY BE REQUIRED TO CLEARLY ILLUSTRATE HOW THE STRUCTURE IS BUILT. 2. CROSS-SECTIONS SHALL BE CROSS-REFERENCED TO THE FLOOR PLAN AND FRAMING PLANS. MECHANICAL PLANS: 1. SHOW EXHAUST FAN LOCATIONS FOR BATHROOMS, WATER CLOSET COMPARTMENTS AND LAUNDRY ROOMS IN LIEU OF OPERABLE WINDOWS, PER R303.3 ELECTRICAL PLANS: 1. DESIGNATE THE LOCATION AND CIRCUIT OF ALL REQUIRED LIGHT FIXTURES, RECEPTACLE OUTLETS, POWER OUTLETS AND SWITCHES. ----------MISSING RECEPTACLES FOR PORCH ENCLOSURE AREA 2. SHOW LOCATIONS OF SMOKE DETECTORS PER R317. NOTE THAT ALL SMOKE DETECTORS MUST BE INTERCONNECTED WITH A POWER SOURCE FROM THE BUILDING WIRING, AND SHALL BE EQUIPPED WITH BATTERY BACKUP. IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT YOUR ASSIGNED PLANS EXAMINER: TERRY STEVENS @ 791-5550 EXT. 112 |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 05/27/2003 | TAMI ACHONG | OUT TO CUSTOMER | Completed |
| 05/22/2003 | ANGIE SHOFFSTALL | REJECT SHELF | Completed |