| Date |
Text |
| 2007-01-30 12:00:03 | DENIED BY BUILDING |
| | |
| | 1)EXISTING COMPUTER ROOM/ BEDROOM MUST COMPLY WITH |
| | R310.1 EMERGENCY ESCAPE AND RESCUE REQUIRED. BASEMENTS |
| | WITH HABITABLE SPACE AND EVERY SLEEPING ROOM SHALL HAVE |
| | AT LEAST ONE OPENABLE EMERGENCY ESCAPE AND RESCUE |
| | OPENING. |
| | IF COMPUTER ROOM IS NOT USED AS A SLEEPING ROOM, THIS |
| | MUST BE SPECIFIED ON THE PLANS. |
| | |
| | 2)ROOF SHEATHING IS REQUIRED TO BE IN ACCORDANCE WITH |
| | SECTION R803.2.3.1 OF 2006 REVISIONS TO 2004 FBC |
| | RESIDENTIAL CODE. WOOD STRUCTURAL PANEL SHEATHING SHALL |
| | BE FASTENED TO ROOF FRAMING WITH 8D RING-SHANK NAILS AT |
| | 6 INCHES ON CENTER AT EDGES AND 6 INCHES ON CENTER AT |
| | INTERMEDIATE FRAMING. SPACING OF RING-SHANK FASTENERS |
| | SHALL BE 4 INCHES ON CENTER IN NAILING ZONE 3 FOR 130 |
| | MPH OR GREATER DESIGNWIND SPEEDS IN ACCORDANCE WITH |
| | FIGURE R803.2.3.1. PLEASE REVISE NOTES ON A2. |
| | |
| | 3)SPECIFY THE REQUIRED DESIGN LOADS FOR THE TRUSS TOP |
| | AND BOTTOM CORDS ON THE PLANS. FBC 106.1.2 |
| | |
| | 4) SUBMIT A DRAINAGE PLAN SHOWING COMPLIANCE WITH |
| | R401.3 DRAINAGE. |
| | SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER |
| | CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION SO AS |
| | TO NOT CREATE A HAZARD. LOTS SHALL BE GRADED SO AS TO |
| | DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE |
| | GRADE AWAY FROM FOUNDATION WALLS SHALL FALL A MINIMUM |
| | OF 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET (3048 |
| | MM). |
| | EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR OTHER |
| | PHYSICAL BARRIERS PROHIBIT 6 INCHES (152 MM) OF FALL |
| | WITHIN 10 FEET (3048 MM), DRAINS OR SWALES SHALL BE |
| | PROVIDED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. |
| | |
| | 5) SHOW COMPLIANCE WITH R807.1 ATTIC ACCESS . |
| | IN BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF |
| | CONSTRUCTION, AN ATTIC ACCESS OPENING SHALL BE PROVIDED |
| | TO ATTIC AREAS THAT EXCEED 30 SQUARE FEET (2.8 M 2 ) |
| | AND HAVE A VERTICAL HEIGHT OF 30 INCHES (762 MM) OR |
| | GREATER. |
| | THE ROUGH-FRAMED OPENING SHALL NOT BE LESS THAN 22 |
| | INCHES BY 30 INCHES (559 MM BY 762 MM) AND SHALL BE |
| | LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE |
| | LOCATION. A 30-INCH (762 MM) MINIMUM UNOBSTRUCTED |
| | HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED AT SOME |
| | POINT ABOVE THE ACCESS OPENING. SEE SECTION M1305.1.3 |
| | FOR ACCESS REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS |
| | LOCATED IN ATTICS. |
| | |
| | 6) THE PRODUCT APPROVALS FOR THE DOUBLE OUTSWING FRONT |
| | DOORS DO NOT HAVE GLAZING IN THE DOORS. THE PLANS SHOW |
| | DOORS WITH GLAZING. PLEASE CLARIFY. |
| | |
| | 7) SPECIFY THE OPENING PRESSURES FOR THE NEW DOOR TO |
| | THE LAUNDRY/STORAGE ROOM ON THE PLANS. |
| | |
| | 8) INDICATE WHICH ONE OF THE APPROVED SYSTEMS FROM THE |
| | FIRESTONE MODIFIED ROOF SYSTEM NOA WILL BE INSTALLED. |
| | PLEASE CIRCLE THE APPROPRIATE ONE. ALSO CIRCLE THE |
| | FASTENING OPTION AND MAXIMUM DESIGN PRESSURE FOR THE |
| | SELECTED SYSTEM. SUBMIT RAS 117 CALCULATIONS FOR THE |
| | ENHANCED FASTENING REQUIREMENTS AT PERIMETER AND CORNER |
| | AREAS, WHICH IS ALLOWED BY LIMITATION #7. |
| | |
| | 9) SUBMIT A KEY PLAN AND INSTALLATION SCHEDULE |
| | SPECIFING THE OPENINGS THAT WILL BE SHUTTERED. SPECIFY |
| | THE FASTENER TYPE AND SPACING, THE OPENING SIZES, THE |
| | SPANS, EDGE DISTANCE, THE CONNECTION TYPE, PRESSURE, |
| | ETC. |
| | |
| | 10)SUBMIT ENERGY CALCULATIONS AS REQUIRED BY 2OO4 FBC |
| | CHAPTER 13. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
| | |
| | |
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