| Date |
Text |
| 2009-03-11 10:43:55 | 2004 FBC W/2007 REVISIONS |
| | SITE BUILT SHED |
| | |
| | DENIED BY BUILDING |
| | |
| | 1) THE STATED VALUE OF THE WORK IS LOW AND HAS BEEN |
| | ADJUSTED BASED ON ICC VALUATION DATA. ADDITIONAL FEES |
| | OF $ 128.00 ARE DUE. FBC 108.3* CITY AMENDMENTS. |
| | |
| | 2) A RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL |
| | BE REQUIRED AT FIRST INSPECTION. FS 713 |
| | |
| | 3) THE COMPONENT AND CLADDING PRESSURES SPECIFIED ON |
| | SHEET 1.2 FOR THE WINDOWS AND DOORS ARE FOR EXPOSURE |
| | CATEGORY B AND THE DESIGN PARAMETERS AND STRUCTURAL |
| | NOTES ON SHEET 1.2 OF THE PLANS SPECIFY EXPOSURE C. |
| | PLEASE CORRECT. FBC TABLES R301.2(2) AND R301.2(3). |
| | |
| | 4) SHOW COMPLIANCE WITH FBC R320 PROTECTION AGAINST |
| | TERMITES. R320.1 TERMITE PROTECTION SHALL BE PROVIDED |
| | BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED |
| | PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO |
| | WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION |
| | LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW |
| | CONSTRUCTION. |
| | |
| | 5) SHOW COMPLIANCE WITH FBC 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. 1. WOOD JOISTS OR THE BOTTOM OF A |
| | WOOD STRUCTURAL FLOOR WHEN CLOSER THAN 18 INCHES (457 |
| | MM) OR WOOD GIRDERS WHEN CLOSER THAN 12 INCHES (305 MM) |
| | TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED |
| | AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING |
| | FOUNDATION. 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. |
| | |
| | 6) R319.1.3 POSTS, POLES AND COLUMNS. |
| | POSTS, POLES AND COLUMNS SUPPORTING PERMANENT |
| | STRUCTURES THAT ARE EMBEDDED IN CONCRETE IN DIRECT |
| | CONTACT WITH THE GROUND OR EMBEDDED IN CONCRETE EXPOSED |
| | TO THE WEATHER SHALL BE APPROVED PRESSURE |
| | PRESERVATIVELY TREATED WOOD SUITABLE FOR GROUND CONTACT |
| | USE. |
| | |
| | 7) PLEASE CLARIFY HOW THE 2 X 4 WOOD FRAME EXTERIOR |
| | LOAD BEARING WALLS ARE BEING SUPPORTED. SECTION G-G ON |
| | SHEET 2.2 SHOWS THE FLOOR JOISTS ATTACHED TO A DOUBLE 2 |
| | X 8 LEDGER THAT IS BOLTED TO THE INTERIOR SIDE OF THE 4 |
| | X 4 POSTS. THE EXTERIOR WALLS ARE ALIGNED WITH THE 4 X |
| | 4 POSTS AND THEREFORE NOT SUPPORTED BY THE LEDGER OR |
| | JOISTS. SEE R403.1R403.1 GENERAL. ALL EXTERIOR WALLS |
| | SHALL BE SUPPORTED ON CONTINUOUS SOLID OR FULLY GROUTED |
| | MASONRY OR CONCRETE FOOTINGS, WOOD FOUNDATIONS, OR |
| | OTHER APPROVED STRUCTURAL SYSTEMS WHICH SHALL BE OF |
| | SUFFICIENT DESIGN TO ACCOMMODATE ALL LOADS ACCORDING TO |
| | SECTION R301 AND TO TRANSMIT THE RESULTING LOADS TO THE |
| | SOIL WITHIN THE LIMITATIONS AS DETERMINED FROM THE |
| | CHARACTER OF THE SOIL. FOOTINGS SHALL BE SUPPORTED ON |
| | UNDISTURBED NATURAL SOILS OR ENGINEERED FILL. |
| | |
| | 8) SHOW COMPLIANCE WITH R403.1.1 MINIMUM SIZE. MINIMUM |
| | SIZES FOR CONCRETE AND MASONRY FOOTINGS SHALL BE AS SET |
| | FORTH IN TABLE R403.1 AND FIGURE R403.1(1). MINIMUM |
| | SIZES FOR CONCRETE AND MASONRY FOOTINGS SHALL ALSO BE |
| | AS REQUIRED TO PROVIDE ADEQUATE RESISTANCE TO UPLIFT |
| | AND OVERTURN OF THE BUILDING AS DETERMINED FROM TABLE |
| | R401.1 OR AS CALCULATED USING ENGINEERED DESIGN IN |
| | ACCORDANCE WITH THE FLORIDA BUILDING CODE, BUILDING. |
| | THE FOOTING WIDTH, W, SHALL BE BASED ON THE |
| | LOAD-BEARING VALUE OF THE SOIL IN ACCORDANCE WITH TABLE |
| | R401.4.1. SPREAD FOOTINGS SHALL BE AT LEAST 8 INCHES |
| | (152 MM) IN THICKNESS. FOOTING PROJECTIONS, P, SHALL BE |
| | AT LEAST 2 INCHES (51 MM) AND SHALL NOT EXCEED THE |
| | THICKNESS OF THE FOOTING. THE SIZE OF FOOTINGS |
| | SUPPORTING PIERS AND COLUMNS SHALL BE BASED ON THE |
| | TRIBUTARY LOAD AND ALLOWABLE SOIL PRESSURE IN |
| | ACCORDANCE WITH TABLE R401.4.1. FOOTINGS FOR WOOD |
| | FOUNDATIONS SHALL BE IN ACCORDANCE WITH THE DETAILS SET |
| | FORTH IN SECTION R403.2, AND FIGURES R403.1(2) AND |
| | R403.1(3). |
| | |
| | 9) SHOW COMPLIANCE WITH R408.1 VENTILATION. THE |
| | UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF THE FLOOR |
| | JOISTS AND THE EARTH UNDER ANY BUILDING (EXCEPT SPACE |
| | OCCUPIED BY A BASEMENT OR CELLAR) SHALL BE PROVIDED |
| | WITH VENTILATION OPENINGS THROUGH FOUNDATION WALLS OR |
| | EXTERIOR WALLS. THE MINIMUM NET AREA OF VENTILATION |
| | OPENINGS SHALL NOT BE LESS THAN 1 SQUARE FOOT FOR EACH |
| | 150 SQUARE FEET (0.67 M2 FOR EACH 100 M2) OF |
| | UNDER-FLOOR SPACE AREA. ONE SUCH VENTILATING OPENING |
| | SHALL BE WITHIN 3 FEET (914 MM) OF EACH CORNER OF SAID |
| | BUILDING. |
| | |
| | 10) SHOW COMPLIANCE WITH R408.3 ACCESS. ACCESS SHALL BE |
| | PROVIDED TO ALL UNDER-FLOOR SPACES. ACCESS OPENINGS |
| | THROUGH THE FLOOR SHALL BE A MINIMUM OF 18 INCHES BY 24 |
| | INCHES (457 MM BY 610 MM). OPENINGS THROUGH A PERIMETER |
| | WALL SHALL BE 16 INCHES BY 24 INCHES (407 MM BY 610 |
| | MM). WHEN ANY PORTION OF THE THROUGH WALL ACCESS IS |
| | BELOW GRADE, AN AREAWAY OF NOT LESS THAN 16 INCHES BY |
| | 24 INCHES (407 MM BY 610 MM) SHALL BE PROVIDED. THE |
| | BOTTOM OF THE AREAWAY SHALL BE BELOW THE THRESHOLD OF |
| | THE ACCESS OPENING. THROUGH WALL ACCESS OPENINGS SHALL |
| | NOT BE LOCATED UNDER A DOOR TO THE RESIDENCE. |
| | |
| | 11) THE PLANS SPECIFY BALLOON FRAMING AT THE GABLE ENDS |
| | DUE TO THE CATHEDRAL CEILINGS. BALLOON FRAMING REQUIRES |
| | THE STUDS TO BE CONTINOUS FROM THE FLOOR TO THE ROOF. |
| | HOWEVER, THE GABLE END DETAIL"B" ON SHEET 2.2 SHOWS A |
| | DOUBLE TOP PLATE IN BETWEEN THE FLOOR AND ROOF. SEE |
| | FIGURE R602.2(1). PLEASE CORRECT. |
| | |
| | 12) SECTION G-G ON 2.2 SHOWS A CATHEDRAL CEILING. |
| | INDICATED HOW THE LATERAL LOADS AT THE EXTERIOR WALLS |
| | ARE BEING ADDRESSED WITHOUT A CEILING DIAPHRAGM. R301.1 |
| | |
| | 13) AT THE SLOPED ROOF SHOW COMPLIANCE WITH 806.1 |
| | 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, WITH 1/8 INCH (3.2 MM) |
| | MINIMUM TO 1/4 INCH (6.4 MM) MAXIMUM OPENINGS. |
| | |
| | 14) ON SHEET 2.2 SECTION G-G INDICATES THE SLOPED ROOF |
| | IS TO BE 2 X 8 BUILT-UP TRUSSES. HOWEVER, THE TRUSSES |
| | ON DETAILS B AND D DO NOT CORRESPOND WITH SECTION G/G. |
| | PROVIDE A DETAIL OF THE BUILT-UP TRUSS CONSTRUCTION. |
| | R502.1.3 |
| | |
| | 15) THE ROOF SHEATHING FASTENING ON 2.2 IS DIFFERENT IN |
| | THE THREE PLACES IT IS SPECIFIED. PLEASE COORDINATE. |
| | SEE R803.2.3.1 SHEATHING FASTENINGS. 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. WHERE ROOF |
| | FRAMING WITH A SPECIFIC GRAVITY, 0.42 < G < 0.49 IS |
| | USED, 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. |
| | |
| | 16) THE NON-BEARING INTERIOR WALL DETAIL ON SHEET 1.2 |
| | DOES NOT APPLY TO THIS STRUCTURE. THE ONLY INTERIOR |
| | WALL THAT IS SHOWN ON THE FLOOR PLANS IS A LOAD BEARING |
| | WALL. PROVIDE A DETAIL FOR THIS WALL. R301.1 |
| | |
| | 17) SPECIFY WHICH ONE OF THE APPROVED ASSEMBLIES LISTED |
| | IN THE PRODUCT APPROVAL FOR THE GAF MODIFIED ROOF |
| | SYSTEM ( NOA NO. 07-1203.01) FOR THE FLAT ROOF WILL BE |
| | INSTALLED. SPECIFY THE FASTENING OPTION AND DESIGN |
| | PRESSURE THAT WILL BE USED. PROVIDE SIGNED AND SEALED |
| | RAS 117 CALCULATIONS FROM AN ARCHITECT, ENGINEER OR |
| | REGISTERED ROOF CONSULTANT FOR ENHANCED FASTENING AT |
| | THE PERIMETER AND CORNER AREAS AS REQUIRED BY GENERAL |
| | LIMITATION #7 ON SHEET 30 OF THE NOA. R905.11.3 |
| | |
| | 18) SHOW COMPLIANCE WITH R703.6.3. WHERE CEMENT PLASTER |
| | (STUCCO) IS TO BE APPLIED TO LATH OVER FRAME |
| | CONSTRUCTION, MEASURES SHALL BE TAKEN TO PREVENT |
| | BONDING BETWEEN THE CEMENT PLASTER AND THE |
| | WATER-RESISTIVE BARRIER. A BOND BREAK SHALL BE PROVIDED |
| | BETWEEN THE WATER-RESISTIVE BARRIER AND THE CEMENT |
| | PLASTER (STUCCO) CONSISTING OF ONE OF THE FOLLOWING: |
| | 1. TWO LAYERS OF AN APPROVED WATER-RESISTANT BARRIER |
| | MATERIAL; OR |
| | 2. ONE LAYER OF AN APPROVED WATER-RESISTANT BARRIER |
| | OVER AN APPROVED PLASTIC HOUSE WRAP; OR |
| | 3. OTHER APPROVED METHODS OR MATERIALS APPLIED IN |
| | ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION |
| | INSTRUCTIONS. |
| | |
| | NOTE: ONE SET OF PLANS IS BEING RETAINED BY THIS OFFICE |
| | FOR SUBMITTAL TO THE FLORIDA BOARD OF ENGINEERS. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
| | [email protected] |
