Date |
Text |
2017-05-17 11:18:26 | BUILDING PLAN REVIEW |
| W. P. B. PERMIT: 16090622 |
| ADD: 501 PALM ST. |
| CONT: TBD/ TO BE DETERMINED |
| TEL: 561-659-1400 |
| 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. |
| |
| 2ND REVIEW |
| DATE: WED. MAY 17/ 2017 |
| ACTION: DENIED |
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| 1-3) COMPLIED. |
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| 4A) BUILDING PROVISO: 2014 FLORIDA BUILDING CODE W 2014 |
| WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| CODE, CHAPTER 1, ADMINISTRATION 107.3.4.2 DEFERRED |
| SUBMITTALS. DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS |
| SHALL BE SUBMITTED TO THE REGISTERED DESIGN |
| PROFESSIONAL IN RESPONSIBLE CHARGE WHO SHALL REVIEW |
| THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A |
| NOTATION INDICATING THAT THE DEFERRED SUBMITTAL |
| DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE IN GENERAL |
| CONFORMANCE TO THE DESIGN OF THE BUILDING. THE DEFERRED |
| SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE |
| DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE |
| BUILDING OFFICIAL. |
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| 4B) 2014 FBC-B 1609.1.2 PROTECTION OF OPENINGS, |
| 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT |
| OF COMMUNITY AFFAIRS RULE 9N-3 NOV. 01/ 2010 (31) |
| SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION SYSTEMS THAT |
| WILL REQUIRE PRODUCT APPROVALS: |
| (31)(A) EXTERIOR DOORS. |
| (B) WINDOWS |
| (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| LOUVERS, EFIS SYSTEMS, |
| (D) ROOFING PRODUCTS AND ASSEMBLIES, CURBS , AND OR |
| ROOF TOP EQUIPMENT |
| (G) PRE-ENGINEERED A/C STANDS |
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| 4C)(1)SEMI-COMPLIED/2ND REQUEST. THE RESPONSE FOR THE |
| ANCHORING DETAIL OF THE ERV-1 INDICATES SEE SHEET A8.04 |
| DETAIL # 9. THERE ARE CONCERNS WITH THIS DETAIL, IT |
| STILL LOOKS LIKE THIS IS A GENERIC DETAIL. THE DETAIL |
| INDICATES WHAT APPEARS TO BE EITHER A 6 OR 8 INCH |
| CONCRETE DECK. THE ENERGY CODE VALUES TAKEN SHEET 14 |
| FOR THE FLAT ROOF INDICATE A 2 INCH CONCRETE DECK WHICH |
| WOULD INDICATE B-DECK BENEATH AND EITHER BAR JOIST OR |
| WOOD TRUSSES. THE OTHER ISSUE WITH THE DESIGN IS THE |
| USE OF 2 ? INCH TAPCONS THAT AT MOST WILL ONLY |
| PENETRATE THE CONCRETE DECK NO MORE THAN 1 ? INCHES. IN |
| THIS SAME DETAIL THERE IS NO ANCHOR/ STRAP/ BRACKET OR |
| FASTENER FROM THE CURB TO THE ERV-1. WE USUALLY SEE THE |
| STRUCTURAL ENGINEER PROVIDING THE DETAIL AND STRUCTURAL |
| ANALYSIS (FBC-B 1604.4). THERE IS NO STRUCTURAL |
| INFORMATION PROVIDED S2.0 FOR BUILDING A THE FLAT ROOF. |
| BOTH M1.2 AND M3.2 SHOW A GENERIC DETAIL FOR THE ERV-1. |
| SHOW COMPLIANCE WITH: |
| 2014 FBC-B 1604.4 ANALYSIS. |
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| 4C)(2) THE ROOF TOP A/C STAND PRODUCT APPROVAL A |
| MIAMI-DADE NOA # 16-0601.01 WAS SUBMITTED, REVIEWED BY |
| THE DESIGNER OF RECORD. NEITHER THE CONTRACTOR NOR THE |
| DESIGNER OF RECORD HAVE FOLLOWED THE PRODUCT APPROVAL |
| IN CALCULATING THE AREA OF THE ROOF TOP COMPRESSORS, |
| THE MEAN ROOF HEIGHT OF THE STAND AND COMPRESSORS, |
| WEIGHT, CIRCLED THE DESIGN PARAMETERS IN THE TABLES , |
| ANCHORS AND UPLIFT VERSES MOMENT. 2014 FBC-B 1604.4 |
| ANALYSIS. |
| |
| 1ST ROUND REVIEW COMMENT. THE M1.1, SHOWS ERV-1 AS |
| INSTALLED ROOF TOP A/ C EQUIPMENT ON TOP OF A ROOF TOP |
| CURB. THERE ARE NO DETAILS IN EITHER THE STRUCTURAL |
| PLANS NOR MECHANICAL PLANS INDICATING THE REQUIRED |
| FRAMING FROM ROOF FRAMING MEMBERS AND OR IF EXTRA |
| FRAMING AND HEADERS ARE REQUIRED. THE PLANS ARE SILENT |
| ON THE ANCHORING OF THE MECHANICAL CURB TO THE MAIN |
| WIND FORCE RESISTING SYSTEM (MWFRS). FOR ALL ROOF TOP |
| EQUIPMENT, CURBS OR A/C STANDS, DETAILED ATTACHMENT TO |
| THE ROOF FRAMING & DECK AS WELL AS FROM THE CURB OR |
| ROOF STAND TO THE EQUIPMENT ABOVE. THIS INFORMATION |
| WILL BE REQUIRED FOR PERMIT ISSUANCE. |
| 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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| 4D) 2MD REQUEST. SHEET A6.01 SHOWS DASHED LINES WHERE |
| THE PROPOSED ROOF TOP CURBS WILL BE PLACED. |
| WILL THESE UNITS BE PLACED NOW, WILL THEY REQUIRE THE |
| ROOF FRAMING TO BE CUT, TRIMMERS ADDED AND HEADER? IS |
| SO AND THE CURBS ARE INSTALLED PLEASE PROVIDE WHAT |
| MATERIAL WILL BE OVER THE OPENING TO PREVENT FALLS AND |
| RAIN FROM ENTERING THE BUILDING? RESPONSE INDICATES |
| THAT CONDENSING UNIT STANDS WILL BE SUPPLIED FOR ALL |
| FUTURE TENANT USE. 107.2.1.3 ADDITIONAL INFORMATION |
| REQUIRED. |
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| 4E) COMPLIED. THE ENERGY . |
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| 5-8) COMPLIED. |
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| 9) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT |
| FEES MUST BE PAID TO PALM BEACH COUNTY. WHEN THE |
| PARTIAL DEMO IS COMPLETE AND FINAL, PLEASE REQUEST A |
| CERTIFICATE OF COMPLETION TO TAKE TO THE IMPACT FEE |
| OFFICE TO RECEIVE A CREDIT BEFORE PAYING IMPACT FEES. |
| 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. |
| |
| 10) 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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