Date |
Text |
2015-08-12 10:16:49 | BUILDING PLAN REVIEW |
| W. P. B. PERMIT: 15080007 |
| ADD: 4335 EASLEY DR. |
| CONT: RALPH DELLA-PIETRA INC. |
| TEL: (561)745-8555 |
| E-MAIL: JOSH @RDPCONST.COM |
| |
| 2010 FLORIDA BUILDING CODE W |
| * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION |
| 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013. |
| |
| 2010 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. AUGUST 12/ 2015 |
| ACTION: DENIED |
| |
| 1) SHEET LS1 & STRUCTURAL SHEET S-1 BOTH INDICATE THE |
| PLANS WERE DEVELOPED UNDER THE 2010 FBC. PLEASE NOTE |
| THE 5TH EDITION OF THE FLORIDA BUILDING CODE (2014 FBC) |
| WAS ADOPTED STATEWIDE ON JUNE 30, 2015. PLEASE REVISE |
| PLANS AND CODE SECTIONS. |
| |
| 2) BUILDING PROVISO: BECAUSE OF THE BOLTED AND WELDED |
| CONNECTIONS OF THE STRUCTURAL STEEL PORTION OF THIS |
| BUILDING, THE BUILDING DEPARTMENT WILL REQUIRE 3RD |
| PARTY INSPECTION OF THE ELEMENTS, OTHERWISE A RESIDENT |
| INSPECTOR WILL BE REQUIRED. 2010 WEST PALM BEACH |
| AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| ADMINISTRATION, 110.3.9 OTHER INSPECTIONS SERVICES. |
| PLEASE CONTACT KEN CONRAD FOR FURTHER INFORMATION: |
| CONTACT: KEN CONRAD |
| TEL: 561-805-6666 |
| E-MAIL: [email protected] |
| |
| 3) DISCREPANCY IN PLANS LS-1 VERSES S-2 AND THE ROOF |
| HEIGHT 23 FT. VERSES 21 FT. 107.2.1.3 ADDITIONAL |
| INFORMATION IS REQUIRED. |
| |
| 4) SHEET S-1 INDICATES THE MINIMUM SOILS BEARING |
| PRESSURE OF 2,500 PSF. THE PLANS DO NOT INDICATE THAT A |
| SOILS REPORT HAS BEEN COMPLETED. PLEASE PROVIDE SOILS |
| REPORT PER: 2014 FBC-B 1803.5.2 QUESTIONABLE SOIL. |
| WHERE THE CLASSIFICATION, STRENGTH OR COMPRESSIBILITY |
| OF THE SOIL IS IN DOUBT OR WHERE A LOAD-BEARING VALUE |
| SUPERIOR TO THAT SPECIFIED IN THIS CODE IS CLAIMED, THE |
| BUILDING OFFICIAL SHALL BE PERMITTED TO REQUIRE THAT A |
| GEOTECHNICAL INVESTIGATION BE CONDUCTED. |
| |
| 5) SHEET S-2 SHOWS THE PRESSURES FOR COMPONENTS & |
| CLADDING IN WHAT IS ASSUMED VULT. NOTE ALL PRODUCT |
| APPROVALS ARE IN VASD, PLEASE CONVERT PRESSURES INTO |
| VASD TO COINCIDE WITH THE PRODUCT APPROVALS. 1609.3.1. |
| |
| 6) 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. EXTERIOR HINGED DOORS, OVERHEAD |
| (B) WINDOWS |
| (C) WALL LOUVERS |
| (D) ROOFING PRODUCTS AND ASSEMBLIES |
| |
| 7) 2014 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS |
| WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE |
| REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF |
| RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL. |
| FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR |
| SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS, |
| SHOP DRAWINGS ETC.. |
| |
| 8) PLEASE PROVIDE THE MANUFACTURERS SHOP DRAWINGS FOR |
| THE ENGINEERED METAL BUILDING. PART OF THE MWFRS (MAIN |
| WIND FORCE RESISSTING SYSTEM AS WELL AS COMPONENTS AND |
| CLADDING. 2014 FBC-B 1609.6.3 / 1609.6.4.4.1. |
| |
| 9) SHEET S-4: |
| |
| 9A) SHEET S-4 VERSES S-7. SHEET S-4 SHOWS A FOUNDATION |
| CUT SECTION THROUGH THE EXTERIOR BLOCK WALL, DETAIL # |
| 1/ S-7. SHEET S-12 SHOWS THE EXTERIOR BLOCK WALL WITH A |
| STEM WALL FOUNDATION. SHEET S-7 DETAIL # 1 SHOWS THE |
| INTERIOR BLOCK WALL AND THE NOTE BENEATH INDICATES THE |
| WIDTH VARIES? 107.2.1.3 ADITIONAL INFORMATION IS |
| REQUIRED. |
| |
| 9B) SHEET S-4 THE UPPER LEFT CORNER OF THE STEEL |
| UILDING THERE IS A NOTE THAT THE EXTERIOR WALLS ARE TO |
| BE STEEL FRAMED WALLS. IT IS NOT CLEAR IF THESE ARE TO |
| BE PART OF THE ENGINEERED BUILDING. SHEET A-7 SHOWS A |
| WALL SECTION THROUGH THE EXTERIOR WALL WITH A |
| HORIZONTAL GIRT SYSTEM AND WALL PANEL SYSTEM, BUT NO |
| SECTION THROUGH THE WALL WHERE THERE ARE STEEL FRAMING |
| MEMBERS? 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED. |
| |
| 10) SHEET S-12 SHOWS THE INSTALATION OF A BRIDGE CRANE. |
| THERE IS NO DESIGN CRITERIA PLEASE REVIEW 2014 1607 |
| SECTION 13 FOR CRANE LOADS AND DESIGN. |
| |
| 11) WITHIN THIS SUBMITTAL THERE WAS NO ENERGY |
| SUBMITTALS, PLEASE PROVIDE COMPLIANCE WITH 2014 |
| FBC-ENERGY C401.2 APPLICATIONS. |
| |
| 12) SHEET A-3 THERE IS A NOTE SEE SPECIFICATION SECTION |
| 13-34-19 PARAGRAPH 1.4.C.2 RATIONAL ANALYSIS |
| REQUIREMENTS. PLEASE PROVIDE WHAT IS PERTAINS TOO? WITH |
| NO SHOP DRAWINGS BEING SUBMITTED AND THE ABOVE |
| STATEMENT UNKNOWN AT THIS TIME, IF THE METAL BUILDING |
| IS GOING TO USE OTHER DESIGNS, AISI S100 (2014 FBC-B |
| 2211.4) OR AISI S210 (2014 FBC-B 2211.5) WE WILL NEED |
| TO SEE COMPLIANCE WITH 2007 AISI D6.2.1A |
| (A-G). |
| |
| 13) SHEET A-3 INDICATES ROOF LEADERS, PLEASE SHOW |
| COMPLIANCE WITH 2014 FBC-B 1503.7 WITH THE DOWN SPOUTS |
| DISCHARGING 1 FOOT FROM THE SIDEWALL OF THE BUILDING. |
| |
| 14) SHEET A-4 INDICATES A AWNING, THIS REQUIRES A |
| SEPARATE PERMIT. THERE IS NO WIND DESIGN CRITERIA FOR |
| THIS AWNING. SEE 2014 FBC-B 3105.4 & 3105.5 FOR DESIGN |
| CRITERIA. |
| |
| 15) 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] |
| |
| |
| |
| |
| |
| |