| Date |
Text |
| 2015-12-15 10:24:43 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 15110783 |
| | ADD: 2915 S. DIXIE HWY. |
| | CONT: SUPERIOR CONCRETE, INC. |
| | TEL: 561-329-3575 |
| | E-MAIL: [email protected] |
| | |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE. |
| | ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND |
| | SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE |
| | FLORIDA BUILDING CODE, BUILDING. |
| | |
| | |
| | 1ST REVIEW |
| | DATE: TUES. DEC. 15/2015 |
| | ACTION: DENIED |
| | |
| | 1A) SHEET 2 OF 6 INDICATES (2) NEW SILOS, AND SECONDARY |
| | CONTAINMENT WALLS. THE PLANS DO NOT INDICATE WHAT TYPE |
| | OF LIQIUDS ARE TO BE STORED IN THESE SILOS. |
| | PLEASE PROVIDE MSDS SHEETS FOR THE LIQUID TO BE STORED. |
| | THE UNKNOWN ELEMENT TO BE STORED IN THE TANKS, THIS |
| | CODE SECTION MAY OR MAY NOT BE APPLICABLE. |
| | 2014 FBC-B 415.8 H2 OCCUPANCY. |
| | 2014 FBC-B 415.2.2 TANK PROTECTION. |
| | 2014 FBC-B 415.8.2.4 LEAKAGE CONTAINMENT. A |
| | LIQUID-TIGHT CONTAINMENT AREA COMPATIBLE WITH THE |
| | STORED LIQUID SHALL BE PROVIDED. THE METHOD OF SPILL |
| | CONTROL, DRAINAGE CONTROL AND SECONDARY CONTAINMENT |
| | SHALL BE IN ACCORDANCE WITH THE FLORIDA FIRE PREVENTION |
| | CODE. EXCEPTION: ROOMS WHERE ONLY DOUBLE-WALL STORAGE |
| | TANKS CONFORMING TO SECTION 415.8.2.3 ARE USED TO STORE |
| | CLASS I, II AND IIIA FLAMMABLE AND COMBUSTIBLE LIQUIDS |
| | SHALL NOT BE REQUIRED TO HAVE A LEAKAGE CONTAINMENT |
| | AREA. |
| | |
| | 1B) THE PLANS INDICATE THE INSTALATION OF 2 SILO TANKS |
| | WHERE AS THE PERMIT APPLICATION INDICATES 3 S. S. SILO |
| | TANKS? DISCREPANCY PLEASE PROVIDE ADDITIONAL |
| | INFORMATUION. 107.2.1.3. |
| | |
| | 2) IF THE TERM SECONDARY CONTAINMENT IS A REQUIREMENT, |
| | SHEET 2 INDICATES 2 NEW OPENINGS BEING CUT IN THE WALL |
| | BETWEEN THE 2 NEW SILO TANKS, HOW WILL THE SECONDARY |
| | CONTAINMENT WORK WITH OPENINGS IN THE WALL. 107.2.1.3 |
| | ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 3) SHEET 2 OF 6 INDICATES SILOS BY OTHERS. IT WOULD |
| | SEEM THE SILOS' WOULD BE A CRITICAL PART OF THIS |
| | PERMIT. WITHOUT THE KNOWLDGE OF WHAT IS TO BE |
| | CONTAINED, GALLONS OF LIQUID, TYPE OF LIQUID, WEIGHT OF |
| | LIQUID AND TANK, HOW CAN THE THICKNESS AND STRENGTH OF |
| | THE RE-INFORCED CONCRETE SLAB BE CALCULATED? HOW CAN |
| | THE ENGINEERING BE CALCULATED FOR THE MOMENT OF |
| | OVERTURNING? AT THIS TIME THERE ARE TO MANY UNKNOWNS TO |
| | BE ABLE TO DO A COMPLETE REVIEW ON THE SILO'S AND |
| | ADJACENT BUILDING. A THOROUGH REVIEW CANNOT BE MADE AT |
| | THIS TIME, AS A RESULT OF THE ADDITIONAL INFORMATION |
| | REQUESTED ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT |
| | PART OF THIS REVIEW. |
| | |
| | 4) SHEET S-4 SHOWS EXISITNG REFRIGARATED STORAGE AND |
| | NEW LOADING DOCK. DETAIL # 1 SHOWS A DEMO PLAN TO |
| | REMOVE SWING DOORS AND TO ENLARGE DOORS TO 84X90 INCHES |
| | OVERHEAD DOOR. PLEASE PROVIDE A EGRESS PLAN OF THE |
| | REFRIGARATED STORAGE AND NEW LOADING DOCK, THE CONCERN |
| | IS THE EGRESS REQUIREMENTS FOR THE REFRIGARATED STORAGE |
| | ROOM. PROVIDE SQUARE FOOTAGE OF UNIT, TRAVEL DISTANCES, |
| | IF FIRE SPRINKLERED OR NOT AND AMOUNT OF EGRESSES. |
| | 2014 FBC-B 1015.5. ROOMS OR SPACES HAVING A FLOOR AREA |
| | LARGER THAN 1,000 SQUARE FEET (93 M2), CONTAINING A |
| | REFRIGERANT EVAPORATOR AND MAINTAINED AT A TEMPERATURE |
| | BELOW 68?F (20?C), SHALL HAVE ACCESS TO NOT LESS THAN |
| | TWO EXITS OR EXIT ACCESS DOORWAYS. |
| | |
| | TRAVEL DISTANCE SHALL BE DETERMINED AS SPECIFIED IN |
| | SECTION 1016.1, BUT ALL PORTIONS OF A REFRIGERATED ROOM |
| | OR SPACE SHALL BE WITHIN 150 FEET (45 720 MM) OF AN |
| | EXIT OR EXIT ACCESS DOORWAY WHERE SUCH ROOMS ARE NOT |
| | PROTECTED BY AN APPROVED AUTOMATIC SPRINKLER SYSTEM. |
| | EGRESS IS ALLOWED THROUGH ADJOINING REFRIGERATED ROOMS |
| | OR SPACES. |
| | |
| | 5) SHEET 4 OF 6 INDICATES A DETAIL A/ S-2 THERE IS NO |
| | SUCH DETAIL THROUGH THE NEW SLAB AND RETAINING WALL |
| | FOUND ON S-2. PLEASE PROVIDE A DETAIL FOR THE RETAING |
| | WALL, WITH ELEVATIONS TO SEE HOW MUCH FILL IS TO BE |
| | RETAINED AGAINST THIS WALL? THE NOTE ON THIS PAGE |
| | INDICATES THE WALL TO BE A STEM WALL NOT A RETAINING |
| | WALL, THE BLOCK WORK SHOWN IN DETAIL A/ 4 WITH FINISH |
| | CONCRETE SLAB IS 72 INCHES IN HEIGHT. 2014 FBC-B 1807.2 |
| | RETAINING WALLS SHALL BE DESIGNED IN ACCORDANCE WITH |
| | SECTION 1807.2.1 THROUGH 1807.2.4. |
| | |
| | 6) SHEET 5 OF 6 SHOWS A WALL SECTION OF THE NEW |
| | ADDITION. THE SIZE OF THE REBAR AND SPACING IS NOT |
| | PROVIDED, FOR THE WALL FROM FINISH FLOOR TO BEAM. WALL |
| | HEIGHT IS 15 FEET TALL WITH NO INTERMEDIATE BEAM. THE |
| | PLANS FAIL TO PROVIDE WHAT THE SIZE OF THE STEEL IS IN |
| | THE SINGLE COURSE OF BEAM BLOCK, NOR DOES THE PLANS |
| | INDICATE THE HORIZONTAL STEEL IN THE BEAMS ABOVE THE |
| | DOOR OPENINGS OR IF LINTELS WILL BE USED, AND AMOUNT OF |
| | STEEL OF IF A COMBINATION OF LINTELS AND BEAM BLOCK |
| | WITH HAIR PINS WOULD BE REQUIRED. |
| | |
| | 7) SHEET 5 OF 6 DOES NOT PROVIDE A END DETAIL OF THE |
| | WALL IS THE BLOCK WORK TO CONTINUE UP THE RACK OF THE |
| | WALL, IS THERE A DROPPED BEAM AND CATELIVERED OVERHANG |
| | ON THE END WALLS ? PLANS ARE INSEFICIENT ENOUGH IN |
| | DETIALS FOR PLAN REVIEW. . A THOROUGH REVIEW CANNOT BE |
| | MADE AT THIS TIME, AS A RESULT OF THE ADDITIONAL |
| | INFORMATION REQUESTED ADDITIONAL COMMENTS MAY APPEAR |
| | THAT WERE NOT PART OF THIS REVIEW. |
| | |
| | 8) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT |
| | FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL |
| | PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND |
| | A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT |
| | APPLICATION. PLEASE CALL (561)233-5025 FOR MORE |
| | INFORMATION. |
| | |
| | 9) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION |
| | & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS |
| | NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL |
| | REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE |
| | REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION |
| | PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO |
| | EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED |
| | COOPERATION. |
| | |
| | A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A |
| | RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| | ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| | THIS REVIEW. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
