| Date |
Text |
| 2017-09-05 15:12:00 | 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. |
| | |
| | 1ST REVIEW |
| | DATE: TUES. SEPT. 06/ 2017 |
| | ACTION: DENIED |
| | |
| | 1) PLEASE PROVIDE ADDITIONAL INFORMATION. THIS PROJECT |
| | HAS HAD BOTH PLAN REVIEW AND INSPECTIONS COMPLETED BY |
| | TEW & TAYLOR A PRIVATE PROVIDER COMPANY. A CONDITIONAL |
| | USE CERTIFICATE OF COMPLIANCE WAS ISSUED BY TEW & |
| | TAYLOR SINCE THERE HAS BEEN NO CERTIFICATE OF |
| | OCCUPANCY, HAS NOT BEEN ISSUED THEN SHOULDN?T TEW & |
| | TAYLOR CONTINUE TO PROVIDE SERVICES? 107.2.1.3 |
| | ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 2) 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) 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) 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) SHEET A1 SHOWS UNITS LABELED 19 & 20 A COLD WELL AND |
| | A HOT WELL, IS THIS PART OF A SERVING LINE? IS |
| | COMPLIANCE WITH 2014 FBC-ACCESS. CODE 904.5 FOOD |
| | SERVICE LINES REQUIRED. |
| | |
| | 5A) 904.5.1 SELF-SERVICE SHELVES AND DISPENSING |
| | DEVICES. SELF-SERVICE SHELVES AND DISPENSING DEVICES |
| | FOR TABLEWARE, DISHWARE, CONDIMENTS, FOOD AND BEVERAGES |
| | SHALL COMPLY WITH 308. |
| | |
| | 5B) 904.5.2 TRAY SLIDES. THE TOPS OF TRAY SLIDES SHALL |
| | BE 28 INCHES (710 MM) MINIMUM AND 34 INCHES MAXIMUM |
| | ABOVE THE FINISH FLOOR OR GROUND. |
| | |
| | 6) 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) 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] |
| | |
| | |
