Date |
Text |
2004-05-25 00:00:00 | |
| BUILDING PLAN REVIEW |
| PERMIT: 04030467 |
| ADD: 4500 S DIXIE HWY |
| CONT: ANDERSON MOORE |
| TEL: (561)662-1819 |
| FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| |
| 2ND REVIEW |
| ACTION: DENIED |
| |
| NOTE: THIS IS A THRESHOLD BUILDING, |
| SINCE THE SANCTUARY AND THE PAVILION |
| ARECONSIDERED A SINGLE BUILDING. (3) |
| SETS |
| OF ALL PLANS, REPORTS (SOILS) AND |
| PRODUCT APPROVALS SHALL BE SUBMITTED |
| FORPERMIT. |
| |
| 1) PROVIDE NOC RECORDED WITH THE CLERK |
| OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| |
| 2) SOILS REPORTS (3) COPIES: |
| PLANS, SPECIFICATIONS,REPORTS OR |
| OTHER DOCUMENTS PREPARED BY THE DESIGN |
| PROFESSIONAL AND BEING FILED FOR PUBLIC |
| RECORD SHALL HAVE THE SIGNATURE AND |
| SEAL OF THE DESIGN PROFESSIONAL AFFIXED |
| TO THE DOCUMENT. |
| FL STATE STAT: 61G15-23.002 ENGINEERS |
| FL ATATE STAT: 61G16.003 ARCHITECTS |
| |
| 3) COMMENT# 5 FROM PREVIOUS REVIEW DEALS |
| WITH THE COVERED DROP OFF ZONE, OR |
| PASSENGER LOADING ZONE. SEE 11-4.6.6. |
| YOUR RESPONCE WAS THAT YOU DID NOT FIND |
| ANY REQUIRMENT FOR THE "WIDTH" OF THE |
| RAMP TO BE 20'-0" PLUS FLARED SIDES. |
| |
| THIS CODE SECTION DOESN'T INTEND THE |
| PASSENGER LOADING ZONE TO BE WIDER THAN |
| 5'-0"WIDE BUT THE LENGHT IS TO BE |
| 20'-0"ADJACENT AND PARALLEL TO THE |
| VEHICLE PULL-UP SPACE. THIS SECTION IN- |
| DICATES WHEN THE LOADING ZONE IS BEHIND |
| THE CURB THE LOADING ZONE ITSELF SHALL |
| BE 5'-0"X 20"-0" AND THE ACCESS ISLE |
| SHALL BE LEVEL WITH THE SURFACE SLOPES |
| NOT EXCEEDING 1:50.IN ALL DIRECTION. |
| ONCE YOU LEAVE THIS AREA, THIS IS WHERE |
| THE FLARED SLOPES SHALL BEGIN. |
| THIS IS ALSO A CODE INTERPRETATION FROM |
| B.O. NEIL MELICK. |
| |
| 4) COMMENT# 8 FROM PREVIOUS REVIEW. |
| STAIRS TO BE NONCOMBUSTIBLE, I LOOKED AT |
| THE NEW SECTION A-10/5 FOR THE NEW CON- |
| CRETE FILLED METAL PAN STAIR. THIS STAIR |
| DOESN'T INDICATE IF IT HAS A CLOSED |
| RISER? |
| |
| 5) COMMENT# 10 FROM PREVIOUS REVIEW: |
| FL. BLD CODE 1606.1.7 THE FOLLOWING |
| INFORMATION RELATED TO WIND SHALL BE |
| SHOWN ON THE CONSTRUCTION DRAWINGS, |
| 1)- BASIC WIND SPEED, MPH |
| 2)- WIND IMPORTANCE FACTOR, & BUILDING |
| CATEGORY |
| 3)- WIND EXPOSURE |
| 4)- INTERNAL PRESSURE COEFFICIENT, |
| 5)- COMPONENTS & CLADDING, THE DESIGN |
| WIND PRESSURES IN TERMS OF PSF. |
| |
| WIND IMPORTANCE FACTOR SHOULD BE III, |
| WHEN MORE THAN 300 PEOPLE IN A SINGLE |
| AREA. THIS FACTOR SHOULD BE 1.15 |
| |
| THE OTHER ISSUE IS THE EXPOSURE "C" THE |
| MULTIPLIER FOR BUILDINGS WITH A "C" EXPO |
| SURE AND MEAN ROOF HEIGHT OF 30' IS 1.40 |
| THESE 2 FACTORS WILL INCREASE THE |
| PRESSURES POS & NEG. REVIEW SO CONTRAC- |
| TOR WILL SUBMIT THE CORRECT APPROVALS. |
| |
| NOTE ALSO EXTERIOR DOOR ANALISIS DOESN'T |
| INDICATE THE END ZONE PRESSURES, WHERE |
| 2 DOORS ARE LOCATED. THIS REPORT ALSO |
| DOES NOT INDICATE HOW THE HINGES ARE |
| TRANSFERING THE WIND LOADS FROM THE DOOR |
| TO THE DOOR JAMBS? HOW MANY HINGES,SIZE |
| NOR INFO ON THE SRCEWS? |
| |
| THE PLAN INDICATES THAT THE END ZONE IS |
| 4"-0", REMEMBER THAT THIS IS ONE LARGE |
| BUILDING!RE-ADDRESS |
| |
| 6) CONTRACTOR TO RE-EVALUATE PRODUCT |
| TESTING REPORTS WITH NEW PRESSURES. |
| |
| BUILDING PLAN REVIEW |
| JIM WITMER |
| TEL: (561)805-6715 |
| FAX: (561)659-8026 |