| 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 |
