Date |
Text |
2007-02-27 12:14:01 | DENIED BY BUILDING |
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| 1) A RECORDED COPY OF THE NOTICE OF |
| COMMENCEMENT MUST BE SUBMITTED BEFORE A |
| PERMIT CAN BE ISSUED. A NEW NOC WITH THE NEW |
| CONTRACTOR'S NAME IS REQUIRED. |
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| 2) THE STRUCTURE IS 22'X 37' WHICH IS 814 SQFT. |
| PLEASE REVISE SHEET A1. |
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| 3) THE WRONG ENERGY CALCULATION FORM WAS SUBMITTED. |
| THIS IS A SINGLE FAMILY RESIDENCE. THE STRUCTURE IS 814 |
| SQUARE FEET. |
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| 4) SPECIFY THE CEILING INSULATION ON THE PLANS. SPECIFY |
| R VALUE. |
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| 5) SHOW COMPLIANCE WITH R403.1.4 MINIMUM DEPTH. |
| ALL EXTERIOR FOOTINGS SHALL BE PLACED AT LEAST 12 |
| INCHES (305 MM) BELOW THE UNDISTURBED GROUND SURFACE. |
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| 6) SHOW COMPLIANCE WITH R404.1.6 HEIGHT ABOVE FINISHED |
| GRADE. |
| CONCRETE AND MASONRY FOUNDATION WALLS SHALL EXTEND |
| ABOVE THE FINISHED GRADE ADJACENT TO THE FOUNDATION AT |
| ALL POINTS A MINIMUM OF 4 INCHES (102 MM) WHERE MASONRY |
| VENEER IS USED AND A MINIMUM OF 6 INCHES (152 MM) |
| ELSEWHERE |
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| 7) SHOW COMPLIANCE WITH SECTION 704 |
| INSPECTION FOR TERMITES |
| IN ORDER TO PROVIDE FOR INSPECTION FOR TERMITE |
| INFESTATION, CLEARANCE BETWEEN EXTERIOR WALL COVERINGS |
| AND FINAL EARTH GRADE ON THE EXTERIOR OF A BUILDING |
| SHALL NOT BE LESS THAN 6 INCHES (152 MM). |
| EXCEPTIONS: |
| 1.PAINT OR DECORATIVE CEMENTITIOUS FINISH LESS |
| THAN 5 / 8 INCH (17.1 MM) THICK ADHERED DIRECTLY TO THE |
| MASONRY FOUNDATION SIDEWALL. |
| 2.ACCESS OR VEHICLE RAMPS WHICH RISE TO THE |
| INTERIOR FINISH FLOOR ELEVATION FOR THE WIDTH OF SUCH |
| RAMPS ONLY. |
| 3.A 4-INCH (102 MM) INSPECTION SPACE ABOVE PATIO |
| AND GARAGE SLABS AND ENTRY AREAS. |
| 4.IF THE PATIO HAS BEEN SOIL TREATED FOR TERMITES, |
| THE FINISH ELEVATION MAY MATCH THE BUILDING INTERIOR |
| FINISH FLOOR ELEVATIONS ON MASONRY CONSTRUCTION ONLY. |
| 5.MASONRY VENEERS. |
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| 8)SHOW COMPLIANCE WITH SECTION R319 PROTECTION |
| AGAINST DECAY |
| R319.1 LOCATION REQUIRED. |
| IN AREAS SUBJECT TO DECAY DAMAGE AS ESTABLISHED BY |
| TABLE R301.2(1) , THE FOLLOWING LOCATIONS SHALL REQUIRE |
| THE USE OF AN APPROVED SPECIES AND GRADE OF LUMBER, |
| PRESSURE TREATED IN ACCORDANCE WITH AWPA C1, C2, C3, |
| C4, C9, C15, C18, C22, C23, C24, C28, C31, C33, P1, P2 |
| AND P3, OR DECAY-RESISTANT HEARTWOOD OF REDWOOD, BLACK |
| LOCUST, OR CEDARS. |
| 5.WOOD SIDING, SHEATHING AND WALL FRAMING ON THE |
| EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN |
| 6 INCHES (152 MM) FROM THE GROUND. |
| |
| 9)SHOW COMPLIANCE WITH R320.7 PROTECTION AGAINST |
| TERMITES AND DECAY. CONDENSATE LINES AND ROOF |
| DOWNSPOUTS SHALL DISCHARGE AT LEAST 1 FOOT AWAY FROM |
| THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, |
| TAIL EXTENSIONS OR SPLASH BLOCKS. GUTTERS WITH DOWN |
| SPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS |
| THAN 6 INCHES HORIZONTAL PROJECTION EXCEPT FOR GABLE |
| END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. |
| |
| 10)SECTION A-B ON S1 SHOULD SPECIFY CDX (EXTERIOR |
| GRADE) PLYWOOD. PLEASE CORRECT. |
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| 11) PLEASE SPECIFY THAT THE NEW STUCCO IS TO BE APPLIED |
| OVER METAL LATH WITH AN ACCEPTABLE MOISTURE BARRIER. |
| SEE ASTM C 926, ASTM C 1063 AND FBC R703. |
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| 12)SPECIFY THE REQUIRED SOIL BEARING CAPACITY OF THE |
| SOIL ON THE PLANS. |
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| 13) SECTION R806 |
| ROOF VENTILATION |
| |
| 14) SHOW COMPLIANCE WITH R806.1 VENTILATION REQUIRED. |
| ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE |
| CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF |
| RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE |
| SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE |
| ENTRANCE OF RAIN. VENTILATING OPENINGS SHALL BE |
| PROVIDED WITH CORROSION-RESISTANT WIRE MESH, WIT H 1 / |
| 8 INCH (3.2 MM) MINIMUM TO ? INCH (6.4 MM) MAXIMUM |
| OPENINGS. |
| |
| 15)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. REVISE NOTE ON S1. |
| |
| 16) SPECIFY THE SPACING OF THE ROOF TRUSSES ON THE |
| PLANS. IF THE ROOF TRUSSES ARE 24" OC AND THE WALL STUD |
| SPACING IS 16" OC, THE TS12 STRAPS THAT ARE SPECIFIED |
| FROM THE STUDS TO THE TRUSSES WILL NOT WORK. |
| |
| 17) THE SIMPSON TS12 STRAPS THAT ARE SPECIFIED HAVE NO |
| VALUE SPECIFIED IN THE CATALOG FOR LATERAL LOADS. |
| |
| 18) THE TRUSS DRAWINGS ARE REQUIRED TO HAVE THE |
| ORIGINAL SIGNATURE OF THE TRUSS ENINEER. PHOTO COPIED |
| SIGNATURES OR STAMPS ARE NOT ACCEPTABLE. SEE FS 471. |
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| 19)PRODUCT APPROVALS SUBMITTED WITH |
| PERMIT APPLICATION AFTER OCTOBER 1, 2003 |
| ARE REQUIRED TO COMPLY WITH THE FLORIDA |
| PRODUCT APPROVAL SYSTEM. FOR INFORMATION |
| PLEASE SEE THE STATE WEBSITE AT |
| WWW.FLORIDABUILDING.ORG. PRODUCTS WITH |
| STATEWIDE APPROVAL ARE REQUIRED TO BE |
| SUBMITTED WITH A COVER SHEET THAT LISTS |
| THE PRODUCT IDENTITY NUMBER FROM THE |
| STATE. |
| |
| 20) SUBMIT PRODUCT APPROVALS FOR THE FLAT ROOF |
| COVERING. INDICATE WHICH ONE OF THE APPROVED ASSEMBLIES |
| LISTED IN THE PRODUCT APPROVAL WILL BE INSTALLED. |
| INDICATE THE FASTENING OPTION AND DESIGN PRESSURE THAT |
| WILL BE USED. CIRCLE THE APPROPRIATE ITEMS ON THE |
| PRODUCT APPROVALS. IF ENHANCED FASTENING IS REQUIRED |
| FOR PERIMETER OR CORNER AREAS, SUBMIT RAS 117 |
| CALCULATIONS. |
| |
| 21) GLAZED OPENINGS ARE REQUIRED TO HAVE IMPACT |
| PROTECTION PER R301.2.1.2. THE PLANS INDICATE THAT THIS |
| WILL BE DONE BY OTHERS UNDER A SEPARATE PERMIT. PLEASE |
| NOTE THAT ADDITIONAL FEES WILL BE REQUIRED AND THIS |
| PERMIT CAN NOT BE FINALED UNTIL THE STORM PANELS HAVE |
| BEEN INSTALLED. |
| |
| ROBERT MCDOUGAL |
| BLDG. PLAN REVIEW |
| (561)805-6714 |
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