| Date |
Text |
| 2016-01-25 13:50:56 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16010174 |
| | ADD: 3715 S. DIXIE HWY. |
| | CONT: TYDAN CONSTRUCTION |
| | TEL: 561-339-5564 |
| | 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: MON. JAN. 25/ 2016 |
| | ACTION: DENIED |
| | |
| | 1) SHEET C-1 PLEASE REVIEW THE CODE EDITION, THE PLANS |
| | INDICATE THE 2010 EXISITNG FLORIDA BUILDING CODE. THE |
| | 2014 FAMILY OF FLORIDA CODES WAS ADOPTED STATEWIDE ON |
| | JUNE 30, 2015. |
| | |
| | 2) THE C-1 COVERSHEET INDICATES THE OCCUPANT LOAD OF 15 |
| | OCCUPANTS AND A OCCUPANCY TYPE A2 ASSEMBLY OCCUPANCY. |
| | PLEASE NOTE IN THE 2014 FBC-B 303.1.1 303.1.1 SMALL |
| | BUILDINGS AND TENANT SPACES. A BUILDING OR TENANT SPACE |
| | USED FOR ASSEMBLY PURPOSES WITH AN OCCUPANT LOAD OF |
| | LESS THAN 50 PERSONS SHALL BE CLASSIFIED AS A GROUP B |
| | OCCUPANCY. |
| | |
| | 3) SHEET 1.0A INDICATES NEW FRONT ENTRY DOORS. PLEASE |
| | SUBMIT A PRODUCT APPROVAL FOR THE NEW DOOR. 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. |
| | |
| | 4) 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. |
| | |
| | 5) PLEASE PROVIDE THE WIND DESIGN CRITERIA FOR THE NEW |
| | DOOR. 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: |
| | |
| | 5.1. 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. |
| | |
| | 5.2. RISK CATEGORY. |
| | |
| | 5.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. |
| | |
| | 5.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 5.5. 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). |
| | |
| | 6) PLEASE NOTE THE PLANS INDICATE A NEW STAINLESS STEEL |
| | HOOD AND EXHAUST SYSTEM. THIS SYSTEM WILL REQUIRE A |
| | SEPARATE PERMIT, PLEASE INCLUDE THE PRODUCT AAPPREOVALS |
| | FOR THE ROOF TOP CURB AND INTAKE AND EXHAUST HOODS. |
| | PLEASE NOTE THAT THE RAFTERS/ CEILING JOIST MAY NEED TO |
| | BE MODIFIED FOR THE INTAKE AND EXHAUST. 107.2.1.3 |
| | ADDTIONAL INFORMATION IS REQUIRED. ? M- 301.15 WIND |
| | RESISTANCE. MECHANICAL EQUIPMENT, APPLIANCES AND |
| | SUPPORTS THAT ARE EXPOSED TO WIND SHALL BE DESIGNED AND |
| | INSTALLED TO RESIST THE WIND PRESSURES DETERMINED IN |
| | ACCORDANCE WITH THE FLORIDA BUILDING CODE, BUILDING. |
| | |
| | 7) PLANS DO NOT SHOW COMPLIANCE WITH THE 2014 |
| | FBC-ACCESSIBILITY CODE FOR: |
| | 7A) 226.1 GENERAL. WHERE DINING SURFACES ARE PROVIDED |
| | FOR THE CONSUMPTION OF FOOD OR DRINK, AT LEAST 5 |
| | PERCENT OF THE SEATING SPACES AND STANDING SPACES AT |
| | THE DINING SURFACES SHALL COMPLY WITH 902. |
| | |
| | 7B) 902.3 HEIGHT. THE TOPS OF DINING SURFACES AND WORK |
| | SURFACES SHALL BE 28 INCHES (710 MM) MINIMUM AND 34 |
| | INCHES (865 MM) MAXIMUM ABOVE THE FINISH FLOOR OR |
| | GROUND. |
| | |
| | 7C) 904.3.2 COUNTER. THE COUNTER SURFACE HEIGHT SHALL |
| | BE 38 INCHES (965 MM) MAXIMUM ABOVE THE FINISH FLOOR OR |
| | GROUND. |
| | 904.4 SALES AND SERVICE COUNTERS. |
| | SALES COUNTERS AND SERVICE COUNTERS SHALL COMPLY WITH |
| | 904.4.1 OR 904.4.2. THE ACCESSIBLE PORTION OF THE |
| | COUNTER TOP SHALL EXTEND THE SAME DEPTH AS THE SALES OR |
| | SERVICE COUNTER TOP. |
| | |
| | 904.4.1 PARALLEL APPROACH. A PORTION OF THE COUNTER |
| | SURFACE THAT IS 36 INCHES (915 MM) LONG MINIMUM AND 36 |
| | INCHES (915 MM) HIGH MAXIMUM ABOVE THE FINISH FLOOR |
| | SHALL BE PROVIDED. A CLEAR FLOOR OR GROUND SPACE |
| | COMPLYING WITH 305 SHALL BE POSITIONED FOR A PARALLEL |
| | APPROACH ADJACENT TO THE 36 INCH (915 MM) MINIMUM |
| | LENGTH OF COUNTER. |
| | |
| | 904.4.2 FORWARD APPROACH. A PORTION OF THE COUNTER |
| | SURFACE THAT IS 30 INCHES (760 MM) LONG MINIMUM AND 36 |
| | INCHES (915 MM) HIGH MAXIMUM SHALL BE PROVIDED. KNEE |
| | AND TOE SPACE COMPLYING WITH 306 SHALL BE PROVIDED |
| | UNDER THE COUNTER. A CLEAR FLOOR OR GROUND SPACE |
| | COMPLYING WITH 305 SHALL BE POSITIONED FOR A FORWARD |
| | APPROACH TO THE COUNTER. |
| | |
| | 8) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT |
| | FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL |
| | PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND |
| | A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT |
| | APPLICATION. PLEASE CALL (561)233-5025 FOR MORE |
| | INFORMATION. |
| | |
| | 9) 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 |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
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