| Date |
Text |
| 2007-03-20 17:45:16 | DENIED BY BUILDING |
| | |
| | 1) PROVIDE A SITE 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. |
| | THE DRAINAGE PLAN SUBMITTED DOES NOT SHOW HOW THE |
| | SURFACE WATER IS BEING ROUTED TO THE STORM SEWERS. IT |
| | SHOWS THE SURFACE DRAINAGE DIVERTED TO THE ADJACENT |
| | LOTS. THE PLAN NEEDS TO SHOW THE WATER BEING KEPT ON |
| | THE BUILDING LOT AND ROUTED TO THE STORM DRAIN OR OTHER |
| | APPROVED COLLECTION POINT. |
| | |
| | 2)R613.6.2 MASONRY, CONCRETE OR OTHER STRUCTURAL |
| | SUBSTRATE. |
| | WHERE THE WOOD SHIM OR BUCK THICKNESS IS LESS THAN |
| | 1-1/2 INCHES (38 MM), WINDOW AND DOOR ASSEMBLIES SHALL |
| | BE ANCHORED THROUGH THE MAIN FRAME OR BY JAMB CLIP OR |
| | SUBFRAME SYSTEM, IN ACCORDANCE WITH THE MANUFACTURERS |
| | PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE |
| | SECURELY FASTENED DIRECTLY INTO THE MASONRY, CONCRETE |
| | OR OTHER STRUCTURAL SUBSTRATE MATERIAL. UNLESS |
| | OTHERWISE TESTED, BUCKS SHALL EXTEND BEYOND THE |
| | INTERIOR FACE OF THE WINDOW OR DOOR FRAME SUCH THAT |
| | FULL SUPPORT OF THE FRAME IS PROVIDED. SHIMS SHALL BE |
| | MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE |
| | LOADS, LOCATED AND APPLIED IN A THICKNESS CAPABLE OF |
| | SUSTAINING APPLICABLE LOADS. ANCHORS SHALL BE PROVIDED |
| | TO TRANSFER LOAD FROM THE WINDOW OR DOOR FRAME TO THE |
| | ROUGH OPENING SUBSTRATE. |
| | WHERE THE WOOD BUCK THICKNESS IS 1-1/2 INCHES (38 MM) |
| | OR GREATER, THE BUCK SHALL BE SECURELY FASTENED TO |
| | TRANSFER LOAD TO THE MASONRY, CONCRETE OR OTHER |
| | STRUCTURAL SUBSTRATE AND THE BUCK SHALL EXTEND BEYOND |
| | THE INTERIOR FACE OF THE WINDOW OR DOOR FRAME. WINDOW |
| | AND DOOR ASSEMBLIES SHALL BE ANCHORED THROUGH THE MAIN |
| | FRAME OR BY JAMB CLIP OR SUBFRAME SYSTEM OR THROUGH THE |
| | FLANGE TO THE SECURED WOOD BUCK IN ACCORDANCE WITH THE |
| | MANUFACTURERS PUBLISHED INSTALLATION INSTRUCTIONS. |
| | UNLESS OTHERWISE TESTED, BUCKS SHALL EXTEND BEYOND THE |
| | INTERIOR FACE OF THE WINDOW OR DOOR FRAME SUCH THAT |
| | FULL SUPPORT OF THE FRAME IS PROVIDED. SHIMS SHALL BE |
| | MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE |
| | LOADS, LOCATED AND APPLIED IN A THICKNESS CAPABLE OF |
| | SUSTAINING APPLICABLE LOADS. ANCHORS SHALL BE PROVIDED |
| | TO TRANSFER LOAD FROM THE WINDOW OR DOOR FRAME ASSEMBLY |
| | TO THE SECURED WOOD BUCK. |
| | PROVIDE BUCK DETAILS FOR THE EXTERIOR OUTSWING DOOR AND |
| | THE SLIDING GLASS DOORS. THE DOOR HEAD JAMB 1X BUCK |
| | DETAIL ON 6.1 DOES NOT COMPLY WITH R613.6.2. PLEASE |
| | CLARIFY THE WINDOW BUCK DETAILS ON 5.1 TO INDICATE THAT |
| | THE WINDOW FRAME IS TO FASTENED THROUGH THE 1X BUCK |
| | INTO THE CONCRETE SUBSTRATE. |
| | |
| | 3) DETAIL 3/6.1 SPECIFIES A CONCRETE OR MASONRY |
| | SUBSTRATE, HOWEVER, DRYWALL BOARD IS ALSO LISTED AS THE |
| | SUBSTRATE. PLEASE CORRECT. |
| | |
| | 4)PERMITS APPLICATIONS SUBMITTED ON OR AFTER DECEMBER |
| | 8, 2006 ARE REQUIRED TO COMPLY WITH THE FOLLOWING. 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 DESIGN WIND SPEEDS IN ACCORDANCE WITH FIGURE |
| | R803.2.3.1. PLEASE REVISE THE SCHEDULE ON 4.1 AND THE |
| | WALL SECTION NOTE ON 6.1 . |
| | |
| | 5) THE TRUSS DRAWINGS ARE REQUIRED TO HAVE THE ORIGINAL |
| | SIGNATURE OF THE TRUSS ENGINEER. THE ONES SUBMITTED ARE |
| | COPIED SIGNATURES. SEE FS 471.025. |
| | |
| | 6) THE PRODUCT APPROVAL NOA FOR THE IMPACTED RATED |
| | SLIDING GLASS DOOR IS EXPIRED. SUBMIT A CURRENT NOA. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
| | |
