Date |
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2016-08-14 10:11:24 | 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] |
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| 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| ADMINISTRATION |
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| 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. |
| NEW SCREEN WALL: DOES NOT FALL INTO THE SCOPE OF WORK |
| FOR A MECHANICAL CONTRACTOR, EITHER A GENERAL |
| CONTRACTOR OR BUILDING CONTRACTOR WILL BE REQUIRED TO |
| SIGN ON AS A SUB-PERMIT. A PERMIT APPLICATION WILL BE |
| REQUIRED WHERE THEY CAN USE THE MECHANICAL PERMIT AS |
| THE PRIMARY PERMIT. THERE WOULD BE ONLY A $ 80.00 |
| PERMIT FEE CHARGED IF THE VALUE OF THE SCREEN WALL WAS |
| IN THE VALUE OF THE PRIMARY PERMIT. |
| 3RD REVIEW |
| DATE: SUN. AUGUST 14/2016 |
| ACTION: DENIED |
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| 1) COMPLIED. SHEET ANCHORING OF THE NEW SCREEN WALL. |
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| 2) COMPLIED. |
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| 2A) 3RD REQUEST. THE RESPONSE INDICATES PER THE PRODUCT |
| APPROVAL SUBMITTED THE INSET CLIPS WILL BE USED ALONG |
| THE SIDES OF THE LOUVER AT 20 INCHES ON CENTER IS |
| CORRECT. PLEASE NOTE EITHER THE CONTRACTOR OR THE |
| DESIGNER OF RECORD NEED TO MARK THE PRODUCT |
| APPROVAL!!!!!!!!!!!!!!! |
| WITHIN THE RESUBMITTED PERMIT PACKAGE WITH THE LOUVER |
| NOA 14-0423.26 IS A CUT SHEET FOR THE INSTALLATION |
| INSTRUCTIONS STANDARD BOXED FRAME LE-32. THERE ARE 4 |
| ATTACHMENT CONDITIONS SHOWN; |
| 1) STEEL SUB-STRUCTURE |
| 2) SOUTHERN PINE SUBSTRATE |
| 3 )CONCRETE SUBSTRATE |
| 4) MOUNTING CLIPS IN AND MOUNTING CLIPS OUT |
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| PLEASE PROVIDE A DETAIL OF HOW THE 6 INCH DEEP ALUMINUM |
| LOUVER IS GOING TO BE ATTACHED TO THE 4X4 HSS STEEL |
| TUBES. HOW OFTEN THE CLIPS WILL BE REQUIRED FOR THE |
| ATTACHMENT TO THE FRAMEWORK. |
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| 2B) COMPLIED. THE PRODUCT APPROVAL DOES SHOW FOR LARGER |
| HORIZONTAL SPANS THE USE OF MULLIONS. IF THERE IS TO BE |
| MULLIONS BETWEEN LOUVERED PANELS PLEASE PROVIDE |
| LOCATION, SIZE OF TUBE, THICKNESS OF TUBE AND THE |
| ATTACHMENT TO THE SCREEN WALL FRAMING MEMBERS. |
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| 2C) PROVISO: PLEASE PROVIDE THE WELDING CERTIFICATE FOR |
| ANY FIELD WELDING COMPLETED ON SITE. |
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| 3) COMPLIED. FBC-B 509.6.1 HEIGHT LIMITATIONS. |
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| 4) 3RD REQUEST, ALSO SEE THE MECHANICAL COMMENTS ABOUT |
| THE HEIGHT REQUIREMENTS FOR CLEARANCES UNDER THE UNIT |
| VERSES THE WIDTH OF THE UNIT. THIS IS THE ISSUE!! THE |
| STRUCTURAL SHEET SHOW A CONCRETE PIER AND THE CHILLER |
| SETTING DIRECTLY ON TOP OF THE CONCRETE PIER. THE |
| MECHANICAL SHEETS SHOWS NEW CHILLER IS GOING TO BE |
| ANCHORED NOT THE CONCRETE PIER BUT 90 DEGREES TO THE |
| CONCRETE PIER NEW 10X22 I BEAMS, IN THE DETAIL THERE IS |
| A NOTATION FOR (2) 10X22 I BEAMS AND ANOTHER FOR (3) |
| 10X 22 I BEAMS. PLEASE PROVIDE A DETAIL FOR THIS |
| ASSEMBLY AND HOW ALL OF THE FRAMING MEMBERS WILL BE |
| JOINED TOGETHER INTO A SINGLE ASSEMBLY, HOW ATTACHMENT |
| TO THE ROOF DECK OR ROOF FRAMING WILL BE ACHIEVED AS |
| WELL AS THE NEW CHILLER UNIT ITSELF. |
| 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? |
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| 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. |
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| 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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