| Date |
Text |
| 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] |
