| 2011-06-08 15:49:33 | BUILDING PLAN REVIEW |
| | PERMIT: 11050805 |
| | ADD: 314 3RD ST |
| | CONT: CATALFUMO |
| | TEL: (561)283-5121 |
| | |
| | FL BLD CODE= 2007 FLORIDA BUILDING CODEW/ 2009 FBC |
| | SUPPLEMENTS |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | 1) BOTH THE PLANS (SB001) AND STRUCTURAL CALCULATIONS |
| | INDICATE THIS STRUCTURE IS DESIGNED TO BE INSTALLED IN |
| | A "B" EXPOSURE, PLEASE REVIEW: |
| | 1609.4.2 SURFACE ROUGHNESS CATEGORIES. A GROUND SURFACE |
| | ROUGHNESS WITHIN EACH 45-DEGREE (0.79 RAD) SECTOR SHALL |
| | BE DETERMINED FOR A DISTANCE UPWIND OF THE SITE AS |
| | DEFINED IN SECTION 1609.4.3 FROM THE CATEGORIES DEFINED |
| | BELOW, FOR THE PURPOSE OF ASSIGNING AN EXPOSURE |
| | CATEGORY AS DEFINED IN SECTION 1609.4.3. |
| | 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 WITHIN 100 FEET |
| | HORIZONTALLY IN ANY DIRECTION OF OPEN AREAS OF EXPOSURE |
| | C-TYPE TERRAIN THAT EXTENDS MORE THAN 600 FEET (182.9 |
| | M) AND WIDTH GREATER THAN 150 FT. IN THE UPWIND |
| | DIRECTION. 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 BUILDOUT 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 AND |
| | SHALL EXTEND DOWNWIND FOR A DISTANCE OF 1500 FEET. FOR |
| | BUILDINGS LOCATED WITHIN A DISTANCE OF 600 FEET OF |
| | 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 ROOF SHEATHING UPLIFT |
| | AND ROOF-TO-WALL UPLIFT LOADS SHALL BE INCREASED BY 20 |
| | PERCENT. |
| | |
| | 2) SHEET SB102 KEY NOT# 6 INDICATES THERE IS A SOILS |
| | REPORT TO INDICATE THE MINIMUM SAFE BEARING VALUE OF |
| | THE SOIL SHALL BE AND HOW TO ACHIEVE IT, |
| | 2007/09 FBC-B 1802.2.1. |
| | |
| | 3) SHEET SB001 NOTES UNDER THE HEADING FOR V STRUCTURAL |
| | ALUMINUM NOTE # 6 STANDING SEAM 0.050" THICK ROOF |
| | DECKING, PLEASE PROVIDE PRODUCT APPROVAL FOR STRUCTURAL |
| | STANDING SEAM ROOF DECKING RULE 9N-3, AND COMPONENTS |
| | AND CLADDING 1609 FBC-B. |
| | |
| | JAMES A. WITMER C.B.O. |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: (561)805-6715 |
| | FAX:(561)805-6731 |
| | E-MAIL: [email protected] |