| Date |
Text |
| 2017-09-28 09:38:49 | BUILDING PLAN REVIEW |
| | W. P. B. REVISION: 17081385 |
| | W. P. B. PERMIT: 16041215 |
| | ADD: 2001 S. DIXIE HWY. |
| | CONT: MAC ENTERPRISES |
| | TEL: 561-236-3627 |
| | 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: THURS. SEPT. 28/ 2017 |
| | ACTION: DENIED |
| | |
| | 1) COMPLIED. TEW & TAYLOR WILL NOT BE PROVIDING |
| | INSPECTION SERVICES FOR THIS PERMIT. |
| | |
| | 2) 2ND REQUEST. COMMENT NEVER ADDRESSED BY THE |
| | STRUCTURAL ENGINEERS. |
| | 1ST ROUND OF COMMENTS. THIS REVISION 17081385 |
| | REFERENCED PERMIT 16041215 AS THE PRIME PERMIT. PLEASE |
| | NOTE UNDER THE PRIME PERMIT THE STRUCTURAL ENGINEERING |
| | COMPANY FOR THE PROJECT WAS BCC ENGINEERING WITH |
| | CHRISTIAN AQUINO THE STRUCTURAL P. E. THE SUBMITTED |
| | PLANS WAS CREATED BY EDGER DUENAS P. E. WITH BUNKER |
| | ENGINEERING. IS EDGER DUENAS P. E. EITHER A DELEGATE |
| | ENGINEER OR A SUCCESSOR ENGINEER? |
| | |
| | 61G15-30.003 ENGINEERING DOCUMENT CLASSIFICATION. FL |
| | 61G-15-30.006 (3). DELEGATED ENGINEER |
| | 61G 15-27.001 SUCCESSOR PROFESSIONAL ENGINEERING. |
| | |
| | 3) 2ND REQUEST. COMMENT NEVER ADDRESSED BY THE |
| | STRUCTURAL ENGINEERS. |
| | 1ST ROUND OF COMMENTS. DISCREPANCY IN PLANS, THE |
| | ORIGINAL PERMIT 16041215 WAS DESIGNED TO 180 MPH, |
| | BUILDING CATEGORY III AND EXPOSURE C. SINCE THEN THERE |
| | HAS BEEN MEETINGS FOR EXPANDING THE SCHOOL, AND A |
| | FOUNDATION PERMIT APPLIED FOR. THIS NEW SECTION OR WING |
| | IS AN ADDITION TO THE ORIGINAL BUILDING AND THE |
| | OCCUPANT LOAD WILL QUALIFY THIS BUILDING TO BE A |
| | THRESHOLD BUILDING. THE ORIGINAL DESIGN WAS IN SINK FOR |
| | THE ADDITION WITH THE CLASSIFICATION AND BUILDING |
| | CLASSIFICATION. THE NEW BUILDING DESIGN SHOWS A WIND |
| | SPEED AT 170 VULT AND A EXPOSURE B. DISCREPANCY IN |
| | PLANS. 107.2.1.3. |
| | |
| | PLEASE REVIEW 2014 FBC-B 609.4.2 SURFACE ROUGHNESS |
| | CATEGORIES. SURFACE ROUGHNESS C. THIS SURFACE ROUGHNESS |
| | SHALL ALSO APPLY TO ANY BUILDING LOCATED WITHIN SURFACE |
| | ROUGHNESS B-TYPE TERRAIN WHERE THE BUILDING IS WITHIN |
| | 100 FEET (30 M) HORIZONTALLY IN ANY DIRECTION OF OPEN |
| | AREAS OF SURFACE ROUGHNESS C OR D-TYPE TERRAIN THAT |
| | EXTENDS MORE THAN 600 FEET IN THE UPWIND DIRECTION AND |
| | A WIDTH GREATER THAN 150 FEET. |
| | |
| | FBC-B TABLE 1604.5. RISK CATEGORY OF BUILDINGS AND |
| | OTHER STRUCTURES. RISK CATEGORY III. BUILDINGS AND |
| | OTHER STRUCTURES CONTAINING ELEMENTARY SCHOOL, |
| | SECONDARY SCHOOL OR DAY CARE FACILITIES WITH AN |
| | OCCUPANT LOAD GREATER THAN 250. |
| | |
| | 4) BUILDING PROVISO: THE APPLICANT WILL NEED TO SUBMIT |
| | FOR EITHER A LOCAL PRODUCT APPROVAL OR A SITE SPECIFIC |
| | PRODUCT APPROVAL, AND WILL NEED TO FILE OUT THE FORMS |
| | AND FOLLOW THE PROCEDURES TO OBTAIN A LOCAL/ SITE |
| | SPECIFIC PRODUCT APPROVAL. |
| | 1ST ROUND OF COMMENTS. SHEET A.1 SHOWS 3 DOORS AS |
| | EXISTING OVERHEAD DOORS, 122,123 & 124. PLEASE NOTE |
| | THAT PREVIOUS REVISION THESE OPENINGS WERE REVISED TO |
| | BE MODIFIED. UNDER REVISION 17070951 THE HEADERS WERE |
| | EXPANDED, AND UNDER REVISION 16080972 WAS APPLIED FOR |
| | OVERHEAD GARAGE DOORS WITH HYDRAULIC LIFTS. THIS |
| | REVISION WAS DENIED ONCE BUT HAS NEVER REAPPLIED IT IS |
| | AN OPEN REVISION THAT HAS TO BE RESOLVED BEFORE A |
| | CERTIFICATE OF OCCUPANCY CAN BE ISSUED. |
| | |
| | 5) COMPLIED. |
| | |
| | 6) 2ND REQUEST. COMMENT NEVER ADDRESSED BY THE |
| | STRUCTURAL ENGINEERS. |
| | 1ST ROUND OF COMMENTS. STRUCTURAL SHEET 1OF 1 INDICATES |
| | A W 14X26 STEEL BEAM AND 2 VERTICAL 4X4 LEGS. THE PLANS |
| | DO NOT INDICATE THE WELDS TO THE TOP OF THE VERTICAL |
| | LEG NOR THE BOTTOM WELDS. THE OTHER ISSUE IS THE A/C |
| | STAND BY OTHERS. THE VERTICAL LEGS APPEAR TO STOP AT |
| | THE ROOF LINE. THE PLANS INDICATE THE ROOF STAND BY |
| | OTHERS, THIS MEANS THE ROOF STAND MUST HAVE THEIR |
| | SUPPORT LEGS AT 33 INCHES APART. THIS ALSO MEANS THE |
| | OTHER LEGS OF THE A/C STAND WILL HAVE TO HIT THE OTHER |
| | SUPPORTS PERFECTLY, NO MENTION OF HOW THE ROOF STANDS |
| | ARE TO BE ANCHORED? 107.2.1.3 ADDITIONAL INFORMATION IS |
| | REQUIRED . |
| | |
| | 7) 2ND REQUEST. COMMENT NEVER ADDRESSED BY THE |
| | STRUCTURAL ENGINEERS. |
| | 1ST ROUND OF COMMENTS. SHEET A1 INDICATES WITH NOTE 11 |
| | A HOOD SYSTEM. THIS WILL REQUIRE A SEPARATE PERMIT AND |
| | ROOF BRACING AND FRAMING FOR THE NEW ROOF TOP OPENING |
| | AND ANCHORING FOR THE ROOF TOP CURBS AND INTAKE AND |
| | EXHAUST SYSTEMS. FOR ALL ROOF TOP EQUIPMENT, CURBS, |
| | FANS 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. |
| | |
| | 8) 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] |
| | |
| | |
