| Date |
Text |
| 2019-11-18 11:17:40 | PLAN |
| | REVIEW COMMENTS |
| | |
| | 2ND REVIEW: FBC SIXTH EDITION (2017) |
| | ROBERT MCDOUGAL, CBO |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561) 805-6714 |
| | [email protected] |
| | |
| | DENIED BY BUILDING |
| | PLEASE ADDRESS THE ITEMS NOTED BELOW: |
| | |
| | 1) COMPLIED. SUBMITTAL WAS CHANGED TO DIGITAL. |
| | |
| | 2) COMPLIED. SUBMITTAL WAS CHANGED TO DIGITAL. |
| | |
| | 3) UPON FURTHER REVIEW IT HAS BEEN DETERMINED THAT AS A |
| | RESULT OF THIS MEMBRANE STRUCTURE BEING ERECTED ON A |
| | BUILDING, IT IS NOT CONSIDERED A TEMPORARY STRUCTURE |
| | AND IS REQUIRED TO MEET THE REQUIREMENTS OF FBC |
| | SECTIONS 3102.1 THROUGH 3102.8. FBC 3102.1 3102.1 |
| | GENERAL. THE PROVISIONS OF SECTIONS 3102.1 THROUGH |
| | 3102.8 SHALL APPLY TO AIR-SUPPORTED, AIR-INFLATED, |
| | MEMBRANE-COVERED CABLE, MEMBRANE-COVERED FRAME AND |
| | TENSILE MEMBRANE STRUCTURES, COLLECTIVELY KNOWN AS |
| | MEMBRANE STRUCTURES, ERECTED FOR A PERIOD OF 180 DAYS |
| | OR LONGER. THOSE ERECTED FOR A SHORTER PERIOD OF TIME |
| | SHALL COMPLY WITH THE FLORIDA FIRE PREVENTION CODE. |
| | MEMBRANE STRUCTURES COVERING WATER STORAGE FACILITIES, |
| | WATER CLARIFIERS, WATER TREATMENT PLANTS, SEWAGE |
| | TREATMENT PLANTS, GREENHOUSES AND SIMILAR FACILITIES |
| | NOT USED FOR HUMAN OCCUPANCY ARE REQUIRED TO MEET ONLY |
| | THE REQUIREMENTS OF SECTIONS 3102.3.1 AND 3102.7. |
| | MEMBRANE STRUCTURES ERECTED ON A BUILDING, BALCONY, |
| | DECK OR OTHER STRUCTURE FOR ANY PERIOD OF TIME SHALL |
| | COMPLY WITH THIS SECTION. |
| | |
| | 4) COMPLIED. THE ELECTRONICALLY SUBMITTED PLAN |
| | DOCUMENTS HAVE VALID DIGITAL SIGNATURES. |
| | |
| | 5) PARTIAL COMPLIANCE. PLEASE REVISE THE LIFE SAFETY |
| | PLAN TO SHOW THE CALCULATION FACTORS USED TO DETERMINE |
| | THE OCCUPANT LOADS AND THE NUMBER OF OCCUPANTS IN THE |
| | TERRACE AREA AND THE TENT AREA SEPARATELY. IT APPEARS |
| | THAT THE TENT AREA WILL HAVE MORE THAN 49 OCCUPANTS AND |
| | WILL REQUIRE A MINIMUM OF TWO EXITS PER FBC 1006.2.1. |
| | SHOW THE MEANS OF EGRESS FROM THE TENT TO THE EXIT |
| | ACCESS. FBC 3103.4 |
| | |
| | 6) COMPLIED. SHOWN ON LIFE SAFETY PLANS. |
| | |
| | 7) COMPLIED. SHOWN ON LIFE SAFETY PLANS. |
| | |
| | 8) COMPLIED. AREA WILL BE OFF LIMITS WHEN TENT IS NOT |
| | IN PLACE. NO ELEVATOR ACCESS AND SIGNAGE INDICATING |
| | THAT AREA IS OFF LIMITS. |
| | |
| | 9) SINCE THIS BUILDING IS TYPE IIB CONSTRUCTION, THE |
| | MEMBRANE STRUCTURE (TENT) IS ALSO REQUIRED TO BE TYPE |
| | IIB CONSTRUCTION. SUBMIT DOCUMENTATION THAT THE FRAME |
| | IS NONCOMBUSTIBLE AND THE MEMBRANE IS EITHER |
| | NONCOMBUSTIBLE OR FLAME RESISTANT FBC 3102.3 TYPE OF |
| | CONSTRUCTION. NONCOMBUSTIBLE MEMBRANE STRUCTURES SHALL |
| | BE CLASSIFIED AS TYPE IIB CONSTRUCTION. NONCOMBUSTIBLE |
| | FRAME OR CABLE-SUPPORTED STRUCTURES COVERED BY AN |
| | APPROVED MEMBRANE IN ACCORDANCE WITH SECTION 3102.3.1 |
| | SHALL BE CLASSIFIED AS TYPE IIB CONSTRUCTION. HEAVY |
| | TIMBER FRAME-SUPPORTED STRUCTURES COVERED BY AN |
| | APPROVED MEMBRANE IN ACCORDANCE WITH SECTION 3102.3.1 |
| | SHALL BE CLASSIFIED AS TYPE IV CONSTRUCTION. OTHER |
| | MEMBRANE STRUCTURES SHALL BE CLASSIFIED AS TYPE V |
| | CONSTRUCTION. |
| | |
| | 10) NEW COMMENT. THE ENGINEERING FOR THE MEMBRANE |
| | STRUCTURE IS BASED ON A VULT WIND SPEED OF 60 MPH, |
| | EXPOSURE CATEGORY D, RISK CATEGORY II AND ELEVATION 42 |
| | FEET. IT FURTHER STATES THAT COMPONENTS OF THE |
| | STRUCTURE MAY BE OVERSTRESSED AT 60 MPH. FBC 3102.7 |
| | REQUIRES THE MEMBRANE STRUCTURE TO COMPLY WITH CHAPTER |
| | 16. THE WINDLOADS FOR THIS BUILDING IS 170 MPH VULT, |
| | EXPOSURE CATEGORY D, RISK CATEGORY II. THE CURRENT |
| | DESIGN DOES NOT COMPLY. FBC 3102.7 ENGINEERING DESIGN. |
| | THE STRUCTURE SHALL BE DESIGNED AND CONSTRUCTED TO |
| | SUSTAIN DEAD LOADS; LOADS DUE TO TENSION OR INFLATION; |
| | LIVE LOADS INCLUDING WIND, SNOW OR FLOOD AND SEISMIC |
| | LOADS AND IN ACCORDANCE WITH CHAPTER 16. 3102.7.1 |
| | LATERAL RESTRAINT. FOR MEMBRANE-COVERED FRAME |
| | STRUCTURES, THE MEMBRANE SHALL NOT BE CONSIDERED TO |
| | PROVIDE LATERAL RESTRAINT IN THE CALCULATION OF THE |
| | CAPACITIES OF THE FRAME MEMBERS. |
| | |
| | 11) WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A |
| | RESPONSE LETTER ADDRESSING EACH ITEM ALONG WITH THE |
| | CITY RE-SUBMITTAL FORM. ADDITIONAL COMMENTS MAY RESULT |
| | WHEN THE REQUESTED ADDITIONAL INFORMATION IS SUBMITTED. |
