Date |
Text |
2007-01-31 18:59:07 | DENIED BY BUILDING |
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| 1) THE SECTIONS ON THE FOUNDATION PLAN ON SHEET 2.1 ARE |
| INCORRECTLY SPECIFIED AS BEING ON SHEET 6.2 . THEY ARE |
| LOCATED ON SHEET 6.1. |
| |
| 2)PLEASE CHECK THE SPACING OF THE VERTICAL WALL |
| REINFORCEMENT ON THE FOUNDATION PLAN ON 2.1. THERE ARE |
| SOME LARGE WALL AREAS WITH NO REINFORCEMENT. |
| |
| 3)SPECIFY THE ROOF COVERING MATERIAL ON THE PLANS. |
| FBC* 106.1.2. |
| |
| 4) R905.2.7 UNDERLAYMENT APPLICATION. |
| FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS |
| HORIZONTAL (17-PERCENT SLOPE), UP TO FOUR UNITS |
| VERTICAL IN 12 UNITS HORIZONTAL (33-PERCENT SLOPE), |
| UNDERLAYMENT SHALL BE TWO LAYERS APPLIED IN THE |
| FOLLOWING MANNER. APPLY A 19-INCH (483 MM) STRIP OF |
| UNDERLAYMENT FELT PARALLEL WITH AND STARTING AT THE |
| EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING |
| AT THE EAVE, APPLY 36-INCH-WIDE (914 MM) SHEETS OF |
| UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS 19 INCHES |
| (483 MM), AND FASTENED SUFFICIENTLY TO HOLD IN PLACE. |
| FOR ROOF SLOPES OF FOUR UNITS VERTICAL IN 12 UNITS |
| HORIZONTAL (33-PERCENT SLOPE) OR GREATER, UNDERLAYMENT |
| SHALL BE ONE LAYER APPLIED IN THE FOLLOWING MANNER. |
| UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION, PARALLEL |
| TO AND STARTING FROM THE EAVE AND LAPPED 2 INCHES (51 |
| MM), FASTENED SUFFICIENTLY TO HOLD IN PLACE. END LAPS |
| SHALL BE OFFSET BY 6 FEET (1829 MM). SPECIFY 2 LAYERS |
| OF UNDERLAYMENT ON THE PLANS. |
| |
| 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) 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. |
| |
| 7) THE FOOTING SCHEDULE ON 2.1 SHOWS F-2 AS18" X 16" |
| AND SECTION 1 ON 6.1 SHOWS AN 18 ' X 18 " FOOTING. |
| PLEASE CORRECT. |
| |
| 8)SAFETY GLAZING IS REQUIRED BY R308.4 HAZARDOUS |
| LOCATIONS. |
| THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS |
| LOCATIONS FOR THE PURPOSES OF GLAZING : |
| 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, |
| WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS. |
| GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE |
| COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE |
| GLAZING IS LESS THAN 60 INCHES (1524 MM) MEASURED |
| VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. LARGE |
| MISSILE IMPACT RATED WINDOWS ARE ACCEPTABLE IN THESE |
| LOCATIONS. |
| |
| 9)THE OPENING WIND PRESSURES ON 5.1 ARE INCORRECT. |
| SEE TABLE R301.2(2) AND FIGURE R 301.2(8). PRESSURES IN |
| WALL ZONE 5 SHOULD BE HIGHER THAN ZONE 4 FOR THE SAME |
| SIZE OPENINGS. |
| |
| 10) R613.6.2 MASONRY, CONCRETE OR OTHER STRUCTURAL |
| SUBSTRATE. |
| WHERE THE WOOD SHIM OR BUCK THICKNESS IS LESS THAN 1? |
| 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? 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. |
| |
| 11)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 . |
| |
| 12) THE BOTTOM CORD DEAD LOAD IS SPECIFIED AS 10 PSF ON |
| 3.1 OF THE PLANS AND THE TRUSS DRAWINGS HAVE A BCDL OF |
| 5 PSF. PLEASE CORRECT. |
| |
| 13) SPECIFY THE TRUSS BRACING ON THE PLANS.R802.10.3 |
| BRACING . |
| TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE |
| LATERAL STABILITY IN ACCORDANCE WITH THE REQUIREMENTS |
| SPECIFIED IN THE CONSTRUCTION DOCUMENTS FOR THE |
| BUILDING AND ON THE INDIVIDUAL TRUSS DESIGN DRAWINGS. |
| |
| 14) THE TRUSS DRAWINGS ARE REQUIRED TO HAVE THE |
| ORIGINAL SIGNATURE OF THE TRUSS ENGINEER. THE ONES |
| SUBMITTED ARE COPIED SIGNATURES. SEE FS 471.025. |
| |
| 15)THE TRUSS LAYOUT IS REQUIRED TO BE REVIEWED AND |
| APPROVED IN WRITING BY THE DESIGNER OF RECORD FOR THE |
| STRUCTURE. |
| |
| 16) THE OWNER/AGENT IS REQUIRED TO SIGN THE ENERGY |
| CALC. FORMS. SEE FBC CHAPTER 13. |
| |
| 17)SUBMIT 2 COPIES OF PRODUCT APPROVALS FOR ROOFING |
| MATERIAL,SLIDING GLASS DOOR, OUTSWING DOOR, |
| STRUCTURAL WINDOW MULLIONS AND CONNECTORS. |
| |
| 18)WPB ADMIN CODE 106.3* PRODUCT |
| APPROVALS. THOSE PRODUCT WHICH ARE |
| REGULATED BY DCA RULE 9B-72 SHALL BE |
| REVIEWED AND APPROVED IN WRITING BY THE |
| DESIGNER OF RECORD PRIOR TO SUBMITTAL |
| FOR JURISDICTIONAL APPROVAL. |
| |
| 19) ADDRESS COMMENTS OF OTHER TRADES. |
| |
| 20) THE COST OF THE WORK IS TOO LOW. THE COST OF THE |
| ADDITION ONLY IS $ 45,000,NOT INCLUDING THE WINDOW |
| REPLACEMENT IN THE REST OF THE HOUSE, THE NEW CABINETS, |
| REWIRING THE EXISTING HOUSE, ETC. PLEASE CORRECT VALUE |
| ON THE APPLICATION. |
| |
| ROBERT MCDOUGAL |
| BLDG. PLAN REVIEW |
| (561)805-6714 |
| |
| |