| Date |
Text |
| 2016-03-14 12:05:33 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16030363 |
| | ADD: 901 NORTHPOINT PKWY. SUITE 105-107 |
| | CONT: CUTTING EDGE BUILDING SYSTEMS, INC. |
| | TEL: 561-625-4545 |
| | E-MAIL: |
| | |
| | 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: MON. MARCH 14/ 2016 |
| | ACTION: DENIED |
| | |
| | 1) SHEET A-1 NOTE F INDICATES THIS EXTERIOR WALL TO BE |
| | INFILLED. SHEET A2 DETAIL # 2 INDICATES A EXTERIOR |
| | OPENING IS TO BE INFILLED WITH BLOCK: |
| | |
| | 1A) THERE IS A NOTE WITHIN THEBLOCK WALL INFILE THERE |
| | IS TO ALSO BE 8X8 INCH GLASS BLOCK. PLEASE NOT THERE |
| | HAS BEEN NO PRODUCT APPROVALS BUSMITTED FOR THIS |
| | NEWWINDOW OPENING. 2014 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)(B) |
| | WINDOWS. |
| | |
| | 1B) 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. |
| | |
| | 1C) IN THE DETAIL THERE IS A NOTE ABOUT 3 CONCRETE |
| | POURS. THE PLANS DO NOT INDICATE IF THESE ARE TO BE |
| | INFILE REINFORCED COLOUMN BLOCK, NOR DOES THE PLANS |
| | INDICATE THE SIZE OF THE REINFORCING BARS NOR DOES THE |
| | PLANS INDICATE HOW FAR INTO THE CONCRETE THE |
| | RE-INFORCING BARS ARE TO BE ENBEDDED. THE PLANS ARE |
| | ALSO DEFICIENT AS TO THE TYPE OF ADHESIVE TO BE USED ON |
| | THE REINFORCED REBARS. THIS WALL SECTION IS TO BECOME |
| | PART OF THE MWFRS (MAIN WIND FORCE RESISTING SYSTEM). |
| | 2107.2.1 LAP SPLICES. |
| | |
| | 1D) THE PLANS ARE ALSO DEFICIENT NOT GIVING HOW OFTEN |
| | HORIZONTAL JOINT RE-INFORCEMENT IS TO BE PLACED IN THE |
| | MASONRY WALL. ACI 530 / 12.7.4. |
| | |
| | 2A) SHEET A-1 DOOR 16 IS TO BE REPLACED. SHEET A-2 THE |
| | DOOR SCHEDULE, DOOR # 16 INDICATES THE CONTRACTOR TO |
| | SUBMIT PRODUCT APPROVAL FOR THE REPLACED DOOR. 2014 |
| | 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. |
| | |
| | |
| | 2B )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. |
| | |
| | 2C) THE PLANS DO NOT PROVIDE THE WIND DESIGN CRITERIA |
| | FOR THE NEW OPENINGS. 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. 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. |
| | |
| | 2. RISK CATEGORY. |
| | |
| | 3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. |
| | |
| | 4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 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. |
| | |
| | 3) NEITHER A1 NOR THE LS1 SHEET SHOW ELEVATIONS OF THE |
| | BREAK ROOM. THE ELECTRICAL SHEETS DO INDICATE THERE IS |
| | AN ELECTRICAL CIRCUIT FOR A MICROWAVE, PLEASE SHOW |
| | COMPLIANCE WITH : 2014 FBC-ACCESSIBILITY CODE: |
| | |
| | 308.2.2 FOWARD. OBSTRUCTED HIGH REACH. WHERE A HIGH |
| | FORWARD REACH IS OVER AN OBSTRUCTION, THE CLEAR FLOOR |
| | SPACE SHALL EXTEND BENEATH THE ELEMENT FOR A DISTANCE |
| | NOT LESS THAN THE REQUIRED REACH DEPTH OVER THE |
| | OBSTRUCTION. THE HIGH FORWARD REACH SHALL BE 48 INCHES |
| | (1220 MM) MAXIMUM WHERE THE REACH DEPTH IS 20 INCHES |
| | (510 MM) MAXIMUM. WHERE THE REACH DEPTH EXCEEDS 20 |
| | INCHES (510 MM), THE HIGH FORWARD REACH SHALL BE 44 |
| | INCHES (1120 MM) MAXIMUM AND THE REACH DEPTH SHALL BE |
| | 25 INCHES (635 MM) MAXIMUM. |
| | |
| | 308.3.2 SIDE. OBSTRUCTED HIGH REACH. WHERE A CLEAR |
| | FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN |
| | ELEMENT AND THE HIGH SIDE REACH IS OVER AN OBSTRUCTION, |
| | THE HEIGHT OF THE OBSTRUCTION SHALL BE 34 INCHES (865 |
| | MM) MAXIMUM AND THE DEPTH OF THE OBSTRUCTION SHALL BE |
| | 24 INCHES (610 MM) MAXIMUM. THE HIGH SIDE REACH SHALL |
| | BE 48 INCHES (1220 MM) MAXIMUM FOR A REACH DEPTH OF 10 |
| | INCHES (255 MM) MAXIMUM. WHERE THE REACH DEPTH EXCEEDS |
| | 10 INCHES (255 MM), THE HIGH SIDE REACH SHALL BE 46 |
| | INCHES (1170 MM) MAXIMUM FOR A REACH DEPTH OF 24 INCHES |
| | (610 MM) MAXIMUM. |
| | |
| | 309 OPERABLE PARTS |
| | 309.2 CLEAR FLOOR SPACE. |
| | A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 305 SHALL |
| | BE PROVIDED. |
| | |
| | 309.3 HEIGHT. |
| | OPERABLE PARTS SHALL BE PLACED WITHIN ONE OR MORE OF |
| | THE REACH RANGES SPECIFIED IN 308. |
| | |
| | 4) 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] |
| | |
| | DEVELOPMENT SERVICES HOME PAGE |
| | HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP |
| | |
| | PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS |
| | LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS |
| | REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO |
| | THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE |
| | THEREFORE SUBJECT TO PUBLIC DISCLOSURE. |
| | |
| | MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF |
| | FLORIDA SAVING LIVES AND PROPERTY SINCE 1953 |
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