| Date |
Text |
| 2016-04-04 10:10:52 | BUILDING PLAN REVIEW |
| | W. P. B. REVISION: 16031333 |
| | W. P. B. PERMIT: 15110492 |
| | ADD: 6212 GEORGIA AVE. |
| | CONT: FLORIDA FILTRATION |
| | TEL: (561)582-5543 |
| | E-MAIL: [email protected] |
| | |
| | 2014 FLORIDA BUILDING CODE W |
| | * 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| | BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2014 |
| | |
| | 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: MON. APRIL 04/ 2016 |
| | ACTION: DENIED |
| | |
| | 1) THE REVISION INDICATES THE PERSONNEL EXIT DOOR WAS |
| | RELOCATED TO THE SOUTHEND OF THE BUILDING. LOUVER WAS |
| | RELOCATED. PLEASE PROVIDE COMPLIANCE WITH: |
| | 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1, ADMINISTRATION, 2014 104.9.1 USED |
| | MATERIALS AND EQUIPMENT. THE USE OF USED, RECYCLED, OR |
| | RECLAIMED MATERIALS WHICH MEET THE REQUIREMENTS OF THIS |
| | CODE FOR NEW MATERIALS IS PERMITTED. USED EQUIPMENT AND |
| | DEVICES SHALL NOT BE REUSED UNLESS APPROVED BY THE |
| | BUILDING OFFICIAL. |
| | |
| | |
| | 2014 FBC-B 1603.1.4 WIND DESIGN DATA. THE FOLLOWING |
| | INFORMATION RELATED TO WIND LOADS SHALL BE SHOWN, |
| | REGARDLESS OF WHETHER WIND LOADS GOVERN THE DESIGN OF |
| | THE LATERAL FORCE-RESISTING SYSTEM OF THE STRUCTURE: |
| | |
| | 1.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST), |
| | MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED, |
| | VASD, AS DETERMINED IN ACCORDANCE WITH SECTION |
| | 1609.3.1. |
| | |
| | 1.2. RISK CATEGORY. |
| | |
| | 1.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. |
| | |
| | 1.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 1.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR |
| | COMPONENT AND CLADDING MATERIALS NOT SPECIFICALLY |
| | DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL |
| | RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF (KN/ |
| | M2). |
| | |
| | TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT & |
| | EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE |
| | BUILDING. |
| | |
| | 1609.3.1 WIND SPEED CONVERSION VULT TO VASD. |
| | |
| | 2) NEW DOORS AND LOVERS WILL NEED TO COMPLY WITH: 2010 |
| | 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) EXTERIOR DOORS. |
| | (C) PANEL WALLS: WALL LOUVERS 48 X 48 INCH LOUVER. |
| | |
| | 3)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. |
| | |
| | 4) IF USED EQUIPMENT INFORMATION IS TO BE SUBMITTED FOR |
| | APPROVAL BY THE BUILDING OFFICAIL OR NEW MATERIALS THIS |
| | IS A METAL FRAME AND EXTERIOR TYPE OF BUILDING. PLEASE |
| | PROVIDE ENGINEERING AND FRAMING REQUIREMENTS FOR THE |
| | NEW OPENINGS AS WELL AS ENGINEERING FOR THE NEW |
| | GUARDRAIL FOR THE ROOF TOP. PROVIDE ENGINEERING |
| | ATTACHMENTS FOR THE GUARDRAIL SYSTEM TO THE MAIN |
| | WINDFORCE RESISTING SYSTEM. |
| | |
| | 107.2.4 EXTERIOR WALL ENVELOPE. CONSTRUCTION DOCUMENTS |
| | FOR ALL BUILDINGS SHALL DESCRIBE THE EXTERIOR WALL |
| | ENVELOPE IN SUFFICIENT DETAIL TO DETERMINE COMPLIANCE |
| | WITH THIS CODE. THE CONSTRUCTION DOCUMENTS SHALL |
| | PROVIDE DETAILS OF THE EXTERIOR WALL ENVELOPE AS |
| | REQUIRED, PRODUCT APPROVALS AND OR SHOP DRAWINGS. |
| | |
| | |
| | FBC-B 1607.8.1 HANDRAILS AND GUARDS. HANDRAILS AND |
| | GUARDS SHALL BE DESIGNED TO RESIST A LINEAR LOAD OF 50 |
| | POUNDS PER LINEAR FOOT (PLF) (0.73 KN/M) IN ACCORDANCE |
| | WITH SECTION 4.5.1 OF ASCE 7. GLASS HANDRAIL ASSEMBLIES |
| | AND GUARDS SHALL ALSO COMPLY WITH SECTION 2407. |
| | |
| | EXCEPTIONS: 2. IN GROUP F OCCUPANCY FOR AREAS THAT ARE |
| | NOT ACCESSIBLE TO THE GENERAL PUBLIC AND THAT HAVE AN |
| | OCCUPANT LOAD LESS THAN 50, THE MINIMUM LOAD SHALL BE |
| | 20 POUNDS PER FOOT (0.29 KN/ M). |
| | |
| | FBC-B 1607.8.1.1 CONCENTRATED LOAD. HANDRAILS AND |
| | GUARDS SHALL ALSO BE DESIGNED TO RESIST A CONCENTRATED |
| | LOAD OF 200 POUNDS (0.89 KN) IN ACCORDANCE WITH SECTION |
| | 4.5.1 OF ASCE 7. |
| | |
| | 5) 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. |
| | |
| | A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A |
| | RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| | ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| | THIS REVIEW. |
| | |
| | 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] |
| | |
| | |
| | |
| | |
| | |
| | |
