Date |
Text |
2016-05-13 12:36:30 | 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. |
| 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. |
| 2ND REVIEW |
| DATE: FRI. MAY 13/2016 |
| ACTION: DENIED |
| |
| 1) COMPLIED. SHEET ANCHORING OF THE NEW SCREEN WALL. |
| |
| 2) SEMI-COMPLIED. THE SHEET S1 INDICATES THE SCREEN |
| WALL SCREEN IS TO HAVE PRODUCT APPROVALS, THIS REVIEW A |
| MIAMI-DADE NOA 14-0423.26 WAS SUBMITTED. THE ISSUE WITH |
| THIS APPROVAL IS THE FRAMING PLAN SHEET S-0.1 DOES NOT |
| INDICATE HOW OFTEN THE UPRIGHT FRAMING MEMBERS WILL |
| OCCUR. SHEET M1.1 DOES SHOW A FLOOR PLAN OF THE BRACING |
| OF THE FRAMEWORK BUT THE DIMENSION BETWEEN THE |
| HORIZONTAL FRAMING MEMBERS IS NOT GIVEN. PLEASE PROVIDE |
| THE SPACING BETWEEN THE VERTICAL FRAMING MEMBERS AND |
| THE SIZE OF THE WELDS TO SECURE THEM TO THE VERTICAL |
| FRAME. |
| |
| 2A) 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 |
| |
| 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. |
| |
| 2B)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. |
| |
| 2C) PLEASE PROVIDE THE WELDING CERTIFICATE FOR ANY |
| FIELD WELDING COMPLETED ONSITE. |
| |
| 3) COMPLIED. FBC-B 509.6.1 HEIGHT LIMITATIONS. |
| |
| 4)2ND REQUEST. 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? |
| |
| 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] |
| |
| |
| |
| |
| |