| Date |
Text |
| 2017-07-11 14:55:30 | BUILDING PLAN REVIEW |
| | W. P. B. REVISION: 17070124 |
| | W. P. B. PERMIT: 16090560 |
| | ADD: 600 OKEECHOBEE BLVD. |
| | CONT: HEDRICK BROTHERS |
| | TEL: 561-267-1309 |
| | 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: TUES. / JULY 11/2017 |
| | ACTION: DENIED |
| | |
| | 1) THE SUBMITTED PRODUCT APPROVALS WERE DEFERRED |
| | SUBMITTALS AND LISTED AS SUCH ON THE COVERSHEET. |
| | 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.. |
| | |
| | 2) THE ALUMINUM A/C STAND NOA 16-01.01 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. |
| | |
| | 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. |
| | |
| | 3) THE THYBAR 180 MPH WIND LOAD CALCULATION REPORT THE |
| | COVERSHEET IS A COPY OF SIGNED AND SEALED PLANS. THE |
| | SIGNATURE IS PIXELATED NOT A WET INK SIGNATURE. THE 2ND |
| | ISSUE IS THERE IS NO INDEX INDICATING HOW MANY SHEETS |
| | ARE WITHIN THIS DOCUMENT. |
| | PLANS, SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS |
| | PREPARED BY THE DESIGN PROFESSIONAL AND BEING FILED FOR |
| | PUBLIC RECORD SHALL HAVE THE SIGNATURE AND SEAL OF THE |
| | DESIGN PROFESSIONAL AFFIXED TO THE DOCUMENT. |
| | |
| | FL ADMIN CODE 61G15-23.002 ENGINEERS. EFFECTIVE DATE |
| | 05/06/2009. (2)(A) EVERY SHEET OF PLANS AND PRINTS |
| | WHICH MUST BE SEALED UNDER THE PROVISIONS OF CHAPTER |
| | 471, F.S., SHALL BE SEALED, SIGNED AND DATED BY THE |
| | PROFESSIONAL ENGINEER IN RESPONSIBLE CHARGE. |
| | 61G15-23.002(2) FL. ADMIN. CODE. A COVER SHEET OR INDEX |
| | SHEET FOR ENGINEERING SPECIFICATIONS MAY BE USED AND |
| | THAT SHEET MUST BE SIGNED IN RESPONSIBLE CHARGE OF THE |
| | PRODUCTION & PREPARATION OF EACH SECTION OF THE |
| | ENGINEERING SPECIFICATION WITH SUFFICIENT INFORMATION |
| | ON THE COVER SHEET OR INDEX LISTING HOW MANY PAGES ARE |
| | COVERED UNDER THE COVER SHEET OR INDEX SHEET. |
| | |
| | 4) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION |
| | & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS |
| | NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. 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 BN, PX, CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES |
| | DEPARTMENT |
| | 401 CLEMATIS ST. |
| | WEST PALM BEACH. FL 33402 |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
