| Date |
Text |
| 2016-07-22 15:16:26 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16050258 |
| | ADD: 209 6TH ST. |
| | CONT: OWNER BUILDER ALLIANCES |
| | TEL: 561-254-6779 |
| | 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. |
| | |
| | 2ND REVIEW |
| | DATE: FRI. JULY 22/2016 |
| | ACTION: DENIED |
| | |
| | 1-9) COMPLIED |
| | |
| | 10)2ND REQUEST. 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) 2ND REQUEST. EXTERIOR DOORS. PLEASE BE ADVISED |
| | THE YKK DOOR PRODUCT YHS-50FS DOES NOT HAVE EITHER |
| | FLORIDA PRODUCT APPROVAL OR MIAMI-DADE NOA. THE |
| | SUBMITTED SHOP DRAWINGS CAN BE USED CAN BE |
| | USED AS THE RATIONAL ANALYSIS AS PART OF THE REQUIRED |
| | DOCUMENTATION FOR A LOCAL PRODUCT APPROVAL. WE US THE |
| | SAME 10 CRITERIA AS THE STATE FOR A LOCAL PRODUCT |
| | APPROVAL. FORMS ARE AVAILABLE FOR A LOCAL PRODUCT |
| | APPROVAL AND ARE REVIEWED BY THE BUILDING OFFICIAL |
| | ROBERT BROWN FOR COMPLIANCE. |
| | |
| | (D) 2ND REQUEST. ROOFING PRODUCTS AND ASSEMBLIES, ROOF |
| | TOP CURBS, ROOF TOP INTAKE AND EXHAUST FANS. |
| | PLEASE BE ADVISED THE ROOF TOP CURBS ARE FOR SPECIFIC |
| | EQUIPMENT, NOT A GENERIC DETAIL WE WILL USE THE SAME |
| | CURB DETAIL FOR THE INTAKE AND EXHAUST. THE ROOF TOP |
| | FANS ARE USUALLY SUBMITTED UNDER THE BUILDING PERMIT |
| | SINCE THEY ATTACH TO THE CURB ASSEMBLY AND THE |
| | ATTACHMENT ASSEMBLY FOR THE FAN TO CURB IS ALSO |
| | SUPPLIED. |
| | |
| | THE OTHER ISSUE IS THE DESIGN ISSUES FOR THE EOP SEE |
| | NOTE # 21 ON SHEET M001 IT WILL PROVIDED BY A DELEGATED |
| | STRUCTURAL ENGINEER. IF BY A DELEGATE ENGINEER THE |
| | ASSEMBLY WILL NEED TO BE REVIEWED BY THE ENGINEER OF |
| | RECORD. FL 61G-15-30.006 (3) THE DELEGATED ENGINEER |
| | SHALL FORWARD THE DELEGATED ENGINEERING DOCUMENTS TO |
| | THE ENGINEER OF RECORD FOR REVIEW. |
| | |
| | 11) 107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY DCA |
| | RULE 9N-3 SHALL BE REVIEWED AND APPROVED IN WRITING BY |
| | THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR |
| | JURISDICTIONAL APPROVAL. |
| | |
| | 12) 2ND REQUEST . SEE COMMENT 10)(D) 2ND REQUEST. 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. 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? |
| | |
| | 13-15) COMPLIED |
| | |
| | 16) BUILDING PROVISO: CONTRACTOR AT OWN |
| | RISK!!!RESPONSE. THE ASSUMED MINIMUM SAFE BEARING |
| | PRESSURE IS INDICATED IN THE PLANS. THE CONTRACTOR |
| | SHALL ENGAGE THE SERVICES OF A QUALIFIED GEOTECHNICAL |
| | ENGINEER TO TEST AND CONFIRM THAT THE SOILS, AFTER |
| | COMPACTION HAVE OBTAINED OR EXCEEDED THIS MINIMUM |
| | VALUE. |
| | 1ST ROUND OF COMMENTS. WITH THE NEW ELEVATED AIR |
| | HANDIER STRUCTURE PLEASE PROVIDE WHAT THE SAFE MINIMUM |
| | BEARING VALUE FOR THIS STRUCTURE. SHEET 018_S1 |
| | FOUNDATION NOTE # 1 THE CONTRACTOR SHALL ENGAGE A |
| | QUALIFIED GEOTECHNICAL ENGINEER TO VERIFY THAT THE |
| | SOILS EXCHANGE AND PAD COMPACTION HAVE BEEN |
| | ACCOMPLISHED IN ACCORDANCE WITH THE REQUIREMENTS OF THE |
| | GEOTECHNICAL REPORT. NO SOILS REPORT WAS SUBMITTED. |
| | 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. |
| | |
| | 17-18) COMPLIED. |
| | |
| | 19) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT |
| | FEES MUST BE PAID TO PALM BEACH COUNTY. 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. |
| | |
| | 20) 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] |
| | |
| | |
