| Date |
Text |
| 2016-12-15 07:18:52 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16120363 |
| | ADD: 3800 WASHINGTON RD. |
| | CONT: KCA CONSTRUCTION |
| | TEL: 561-361-0577 |
| | 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. |
| | |
| | 1ST REVIEW |
| | DATE: THURS. DEC. 15/ 2016 |
| | ACTION: DENIED |
| | |
| | 1) ON THE PERMIT APPLICATION THE CONTRACTORS SIGNATURE |
| | IS A COPY, AN ORIGINAL SIGNATURE IS REQUIRED BEFORE |
| | PERMIT ISSUANCE. 2014 FLORIDA BUILDING CODE W 2014 WEST |
| | PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, |
| | CHAPTER 1, ADMINISTRATION 105.3.1 ACTION ON |
| | APPLICATION. IF THE APPLICATION OR THE CONSTRUCTION |
| | DOCUMENTS DO NOT CONFORM TO THE REQUIREMENTS OF |
| | PERTINENT LAWS, THE BUILDING OFFICIAL SHALL REJECT SUCH |
| | APPLICATION IN WRITING, STATING THE REASONS THEREFORE. |
| | IF THE BUILDING OFFICIAL IS SATISFIED THAT THE PROPOSED |
| | WORK CONFORMS TO THE REQUIREMENTS OF THIS CODE AND LAWS |
| | AND ORDINANCES APPLICABLE THERETO. |
| | |
| | 2) SHEET S-1 MAKES REFERENCE TO CODE SECTION R4408.5.3. |
| | PLEASE CORRECT THIS CODE SECTION. THIS IS FOR SINGLE |
| | FAMILY RESIDENCES, STEEL IN THE HIGH-VELOCITY HURRICANE |
| | ZONES. 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 3) WELDED OR BOLTED CONNECTIONS. THE CONTRACTOR IS |
| | REQUIRED TO PROVIDE WELD PROCEDURE SPECIFICATIONS & |
| | WELDER OPERATOR PERFORMANCE QUALIFICATION RECORDS IN |
| | ACCORDANCE WITH THE REFERENCED STANDARDS. |
| | 2014 FBC-B 2204.1 WELDING |
| | 201404.4.2 BOLTING. |
| | |
| | 4) SHEET S-2 INDICATES THE REPLACEMENT COOLING TOWER |
| | CT-1 TO BE A MARLEY 23121. PLEASE PROVIDE MANUFACTURERS |
| | PRODUCT INFORMATION THAT THIS MECHANICAL EQUIPMENT THAT |
| | IS EXPOSED TO WIND WAS DESIGNED TO RESIST WIND |
| | PRESSURES FOR THIS WIND SPEED AND ELEVATION. 2014 FBC-M |
| | 301.15 WIND RESISTANCE. |
| | |
| | 5) SHEET S1 AND S2 SHOW THE STEEL FRAMING SUPPORT |
| | STRUCTURE THE REPLACEMENT COOLING TOWER WILL REST UPON. |
| | THESE SHEETS SHOW BOTH WELDED AND BOLTED CONNECTIONS |
| | FROM STEEL FRAMING TO THE BUILDING STRUCTURE AND THE |
| | FRAMEWORK. WHAT THIS PLAN DOESN?T INDICATE IS THE |
| | CONNECTION FROM THE SUPPORT STEEL FRAMING TO THE |
| | COOLING TOWER. |
| | |
| | LATERAL FORCE-RESISTING SYSTEM |
| | 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. |
| | |
| | 6) 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. |
| | |
| | THE PLAN REVIEWS FOR THIS PROJECT ARE COMPLETE. TO VIEW |
| | COMMENTS FROM ALL DISCIPLINES: |
| | HTTP://ONESTOPSHOP.WPBGOV.COM/EGOVPLUS/PERMIT/PERM_STAT |
| | US.ASPX. |
| | |
| | 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] |
| | |
| | |
| | |
