| Date |
Text |
| 2016-04-20 08:26:37 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16040364 |
| | ADD: 2201 45TH ST. / REPLACE CHILLERS & INSTALL SCREEN |
| | WALL |
| | CONT: AIRSTRON INC. |
| | TEL: 954-923-1654 |
| | 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: WED. APRIL 20/2016 |
| | ACTION: DENIED |
| | |
| | 1) SHEET S1 SCREEN WALL DOES NOT INDICATE THE TYPE OF |
| | FASTENERS TO BE USED IN ANCHORING OF THE NEW SCREEN |
| | WALL. |
| | |
| | 2014 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL |
| | MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY |
| | METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT |
| | EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY |
| | AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES. |
| | EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE |
| | OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES |
| | SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND |
| | LOADS? |
| | |
| | 2) THE SHEET S1 INDICATES THE SCREEN WALL SCREEN IS TO |
| | HAVE PRODUCT APPROVALS, SPECIFIC A MIAMI-DADE (NOA). |
| | NOT SUBMITTED IN THIS PERMIT PACKET. TYPE OF |
| | CONSTRUCTION MINIMUM BUILDING TYPE FBC-B TABLE 503. |
| | ALSO UNKNOWN FIRE SEPARATION DISTANCE. |
| | 2014 FBC-B ? 1509.6 MECHANICAL EQUIPMENT SCREENS. |
| | MECHANICAL EQUIPMENT SCREENS SHALL BE CONSTRUCTED OF |
| | THE MATERIALS SPECIFIED FOR THE EXTERIOR WALLS IN |
| | ACCORDANCE WITH THE TYPE OF CONSTRUCTION OF THE |
| | BUILDING. WHERE THE FIRE SEPARATION DISTANCE IS GREATER |
| | THAN 5 FEET (1524 MM), MECHANICAL EQUIPMENT SCREENS |
| | SHALL NOT BE REQUIRED TO COMPLY WITH THE |
| | FIRE-RESISTANCE RATING REQUIREMENTS. |
| | |
| | 3) 2014 FBC-B ? 1509.6.1 HEIGHT LIMITATIONS. MECHANICAL |
| | EQUIPMENT SCREENS SHALL NOT EXCEED 18 FEET (5486 MM) IN |
| | HEIGHT ABOVE THE ROOF DECK, AS MEASURED TO THE HIGHEST |
| | POINT ON THE MECHANICAL EQUIPMENT SCREEN. EXCEPTION: |
| | WHERE LOCATED ON BUILDINGS OF TYPE IA CONSTRUCTION, THE |
| | HEIGHT OF MECHANICAL EQUIPMENT SCREENS SHALL NOT BE |
| | LIMITED. |
| | |
| | 4) THE STRUCTURAL SHEET NOR MEHANICAL SHEETS SHOW HOW |
| | THE NEWCHILLER IS GOING TO BE ANCHORED TO THE CURB TO |
| | RESIST SLIDDING AND OVERTURNING. |
| | 2014 FBC-B LATERAL FORCE-RESISTING SYSTEM |
| | 2014 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL |
| | MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY |
| | METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT |
| | EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY |
| | AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES. |
| | EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE |
| | OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES |
| | SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND |
| | LOADS? |
| | |
| | 5) 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. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION |
| | DEVELOPMENT SERVICES DEPARTMENT |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
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