2009-01-30 11:50:05 | 2004 FBC W/2007 REVISIONS |
| ADDITION |
| |
| DENIED BY BUILDING |
| |
| 1) THE EXPOSURE CATEGORY IS SPECIFIED AS B ON SHEETS |
| A-2 AND A-6. THE STRUCTURE IS LOCATED DIRECTLY ADJACENT |
| TO EXPOSURE C TYPE TERRAIN FOR MORE THAN 600 FEET. |
| THEREFORE, IT IS CONSIDERED EXPOSURE C. PLEASE REVISE. |
| R301.2.1.4 EXPOSURE CATEGORY. EXPOSURE C. OPEN TERRAIN |
| WITH SCATTERED OBSTRUCTIONS, INCLUDING SURFACE |
| UNDULATIONS OR OTHER IRREGULARITIES, HAVING HEIGHTS |
| GENERALLY LESS THAN 30 FEET (9144 MM) EXTENDING MORE |
| THAN 1,500 FEET (457.2 M) FROM THE BUILDING SITE IN ANY |
| QUADRANT. THIS EXPOSURE SHALL ALSO APPLY TO ANY |
| BUILDING LOCATED WITHIN EXPOSURE B-TYPE TERRAIN WHERE |
| THE BUILDING IS DIRECTLY ADJACENT TO OPEN AREAS OF |
| EXPOSURE C-TYPE TERRAIN IN ANY QUADRANT FOR A DISTANCE |
| OF MORE THAN 600 FEET (182.9 M). SHORT-TERM (LESS THAN |
| TWO YEAR) CHANGES IN THE PRE-EXISTING TERRAIN EXPOSURE, |
| FOR THE PURPOSES OF DEVELOPMENT, SHALL NOT BE |
| CONSIDERED OPEN FIELDS. WHERE DEVELOPMENT BUILD OUT |
| WILL OCCUR WITHIN THREE YEARS AND THE RESULTANT |
| CONDITION WILL MEET THE DEFINITION OF EXPOSURE B, |
| EXPOSURE B SHALL BE REGULATING FOR THE PURPOSE OF |
| PERMITTING. THIS CATEGORY INCLUDES FLAT OPEN COUNTRY, |
| GRASSLANDS AND OCEAN OR GULF SHORELINES. THIS CATEGORY |
| DOES NOT INCLUDE INLAND BODIES OF WATER THAT PRESENT A |
| FETCH OF 1 MILE (1.61 KM) OR MORE OR INLAND WATERWAYS |
| OR RIVERS WITH A WIDTH OF 1 MILE (1.61 KM) OR MORE (SEE |
| EXPOSURE D). |
| |
| 2) PLEASE REVISE THE COMPONENT AND CLADDING PRESSURES |
| TO REFLECT THE CHANGE OF EXPOSURE CATEGORY FROM B TO C. |
| SEE FBC TABLE R301.2(3). |
| |
| 3) IN THE TRUSS ANCHOR SCHEDULE ON SHEET A-6 THERE IS A |
| TYPO FOR THE USP CONNECTORS. THE TALP 16 SPECIFIED IN |
| THE SCHEDULE SHOULD BE TAPL 16. PLEASE CORRECT. |
| |
| 4) ON THE ROOF FRAMING PLAN ON SHEET A-6 IT APPEARS |
| THAT THE A2 AND A4 ANCHORS WERE REVERSED. THE SCHEDULE |
| SPECIFIES 2 - HLTPA75 WITH A UPLIFT OF 3483 # FOR THE |
| A2 AT THE HIP JACK TRUSSES AND A TAPL16 WITH UPLIFT |
| 1350# FOR THE A4 AT THE HIP GIRDER. THE HIGHER UPLIFT |
| WILL BE ON THE GIRDER. PLEASE REVIEW. |
| |
| 5) SHOW COMPLIANCE WITH 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. |
| |
| 6) SUBMIT TWO COPIES OF PRODUCT APPROVALS FOR THE GLASS |
| BLOCK. DCA RULE 9B-72 |
| |
| 7) SPECIFY THE ATTACHMENT METHOD AND CORRESPONDING |
| ATTACHMENT RESISTANCE MOMENT THAT WILL BE USED TO |
| INSTALL THE HANSON ROOF TILE. CIRCLE THE APPROPRIATE |
| ITEM ON THE ROOF TILE NOA. FBC R905.3 |
| |
| 8) SUBMIT THE MANUFACTURER'S SPECIFICATION/ LISTING FOR |
| THE SPRAY FOAM INSULATION. FBC R314 |
| |
| 9) SHOW COMPLIANCE WITH 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 (SEE SECTION 202, REGISTERED |
| TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE |
| TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF |
| COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT |
| BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE |
| FOLLOWING STATEMENT: ???THE BUILDING HAS RECEIVED A |
| COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN |
| TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND |
| LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF |
| AGRICULTURE AND CONSUMER SERVICES.??? |
| |
| 10) SPECIFY CONCRETE SLAB THICKNESS, REINFORCEMENT, |
| VAPOR RETARDER, ETC. SEE FBC R506 |
| |
| 11) 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. |
| |
| 12) R401.4 SOIL TESTS. IN AREAS LIKELY TO HAVE |
| EXPANSIVE, COMPRESSIBLE, SHIFTING OR OTHER UNKNOWN SOIL |
| CHARACTERISTICS, THE BUILDING OFFICIAL SHALL DETERMINE |
| WHETHER TO REQUIRE A SOIL TEST TO DETERMINE THE |
| SOIL???S CHARACTERISTICS AT A PARTICULAR LOCATION. THIS |
| TEST SHALL BE MADE BY AN APPROVED AGENCY USING AN |
| APPROVED METHOD. SUBMIT TWO SIGNED AND SEALED COPIES OF |
| A SUBSURFACE SOILS REPORT FROM A QUALIFIED FLORIDA |
| GEOTECHNICAL ENGINEER. |
| |
| ROBERT MCDOUGAL |
| BLDG. PLAN REVIEW |
| (561)805-6714 |
| [email protected] |