| Date |
Text |
| 2016-08-02 09:40:43 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16070980 |
| | ADD: 7402 S. DIXIE HWY. SUITE # 7434 |
| | CONT: PRESTIGE CONSTRUCTION |
| | TEL: 561-844-3563 |
| | 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. AUGUST 02/ 2016 |
| | ACTION: DENIED |
| | |
| | 1) SHEET A-2 CODE INFORMATION INDICATES THE 2014 |
| | EXISTING BUILDING CODE. THE PLANS DO NOT MENTION THIS |
| | IS A PARTIAL CHANGE OF OCCUPANCY. THE PLANS WILL NEED |
| | TO SHOW COMPLIANCE WITH THE 2014 FBC-EXISTING BUILDING |
| | CODE 1001.3.1 PARTIAL CHANGE OF OCCUPANCY |
| | CLASSIFICATION. WHERE A PORTION OF AN EXISTING BUILDING |
| | IS CHANGED TO A NEW OCCUPANCY CLASSIFICATION, SECTION |
| | 1012 SHALL APPLY. |
| | |
| | 2) 2014 EXISTING BUILDING CODE 1012.1.4 ACCESSIBILITY. |
| | ALL BUILDINGS UNDERGOING A CHANGE OF OCCUPANCY |
| | CLASSIFICATION SHALL COMPLY WITH SECTION 1012.8. |
| | 2014 EXISTING BUILDING CODE 1012.8 ACCESSIBILITY. |
| | EXISTING BUILDINGS THAT UNDERGO A CHANGE OF GROUP OR |
| | OCCUPANCY CLASSIFICATION SHALL COMPLY WITH THE |
| | PROVISIONS OF THE FLORIDA BUILDING CODE, ACCESSIBILITY. |
| | PLEASE SHOW A BREAK DOWN LIST OF THE COST ASSOCIATED |
| | WITH SECTION 202.4.1 DISPROPORTIONATE COST, $110,000.00 |
| | X 20% = $22,000.00 IN VALUE FOR ACCESSIBLE UPGRADES. |
| | PLEASE REVIEW THE LIST BELOW WHERE THE FUNDS ARE TO BE |
| | SPENT AND IN WHAT ORDER. |
| | ALTERATIONS MADE TO PROVIDE AN ACCESSIBLE PATH OF |
| | TRAVEL TO THE ALTERED AREA WILL BE DEEMED |
| | DISPROPORTIONATE TO THE OVERALL ALTERATION WHEN THE |
| | COST EXCEEDS 20% OF THE COST OF THE ALTERATION TO THE |
| | PRIMARY FUNCTION AREA. COSTS THAT MAY BE COUNTED AS |
| | EXPENDITURES REQUIRED TO PROVIDE AN ACCESSIBLE PATH OF |
| | TRAVEL MAY INCLUDE: (I) COSTS ASSOCIATED WITH PROVIDING |
| | AN ACCESSIBLE ENTRANCE AND AN ACCESSIBLE ROUTE TO THE |
| | ALTERED AREA; (II) COSTS ASSOCIATED WITH MAKING |
| | RESTROOMS ACCESSIBLE, SUCH AS INSTALLING GRAB BARS, |
| | ENLARGING TOILET STALLS, INSULATING PIPES, OR |
| | INSTALLING ACCESSIBLE FAUCET CONTROLS; (III) COSTS |
| | ASSOCIATED WITH PROVIDING ACCESSIBLE TELEPHONES, SUCH |
| | AS RELOCATING THE TELEPHONE TO AN ACCESSIBLE HEIGHT, |
| | INSTALLING AMPLIFICATION DEVICES, OR INSTALLING A TEXT |
| | TELEPHONE (TTY); (IV) COSTS ASSOCIATED WITH RELOCATING |
| | AN INACCESSIBLE DRINKING FOUNTAIN. |
| | |
| | 3) SHEET A2 SHOWS A NEW EGRESS DOOR AT THE REAR OF THE |
| | TENANT SPACE. ON THE EXTERIOR A NEW DOOR LANDING AND |
| | RAMPS ARE PROPOSED. PLEASE NOTE THE RAMP PROTRUDES 48 |
| | INCHES FROM THE BUILDING. PLEASE REVIEW THE 2014 |
| | FBC-ACC. CODE SECTION 404.2.4 MANEUVERING CLEARANCES |
| | AND FIGURE ( E ). FIGURE ( E ) REQUIRES THE RAMP TO |
| | PROTRUDE 54 INCHES AWAY FROM THE BUILDING AND THE |
| | LANDING IS TO BE LEVEL FOR 42 INCHES PAST THE LATCH |
| | SIDE OF THE DOOR WAY. PLEASE NOTE FOR THIS TO BE AN |
| | ACCESSIBLE EXIT THE EXTERIOR LANDING WILL NEED TO BE |
| | EXTENDED TO A SIDEWALK AND TO THE PUBLIC WAY (GOOGLE |
| | MAPS). 2014 FBC-ACCESSIBILITY CODE 207.1 ACCESSIBLE |
| | MEANS OF EGRESS SHALL COMPLY WITH THE 2003 IBC SECTION |
| | 1007. 2003 IBC-B 1007.1. WHERE 2 OR MORE MEANS OF |
| | EGRESS IS REQUIRED BY SECTION 1014.1 OR 1018.1 FROM ANY |
| | ACCESSIBLE PORTION OF THE SPACE SHALL BE SERVED BY NOT |
| | LESS THAN TWO ACCESSIBLE MEANS OF EGRESS. |
| | |
| | 4A) THE NEW DOOR OPENING # 1 THERE MAY BE 2 CONCERNS |
| | NOT CLEARLY ADDRESSED IN THE PLANS. THE DOOR SCHEDULE |
| | DOES INDICATE THE USE OF PANIC HARDWARE AND A CHAIN |
| | DOOR STOP. PLEASE NOTE IF A DOOR CLOSER IS TO BE |
| | INSTALLED THEN COMPLIANCE WITH THE ACCESS. CODE FIGURE |
| | 404.2.4.1 ( C ) WOULD REQUIRE 12 INCHES CLEARANCE ON |
| | THE INTERIOR SIDE OF THE DOOR AT THE LATCH SIDE. |
| | |
| | 4B) THE OTHER ISSUE IS THE DISTANCE FROM THE DOOR FACE |
| | ON THE INTERIOR SIDE OF THE DOOR TO THE FINISH WALL AND |
| | COMPLIANCE WITH SECTION 404.2.4.3. |
| | |
| | 5) SHEET A2 THE NEW DOOR # 1 PLEASE PROVIDE THE WIND |
| | DESIGN CRITERIA. 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 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). |
| | 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. |
| | |
| | 6A) 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. |
| | |
| | 6B) FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS |
| | WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE |
| | REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF |
| | RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL. |
| | FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR |
| | SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS, |
| | SHOP DRAWINGS ETC.. |
| | |
| | 7) SHEET A2 THE PROPOSED CLOSET DOOR # 2 SWINGS INTO |
| | THE REQUIRED EGRESS PATH, DOORS IN ANY POSITION SHALL |
| | NOT REDUCE THE REQUIRED WIDTH BY MORE THAN ONE-HALF. |
| | 2014 FBC-B 1005.7.1. |
| | |
| | 8) SHEET A2 THE EXISTING DOOR THAT LEADS FROM THE |
| | DINING AREA TO THE REMODELED DISH WASH ROOM IS MISSING |
| | THE 18INCHES ON THE LATCH SIDE OF THE DOOR. SEE 2014 |
| | ACCESS. CODE 404.2.4 MANEUVERING CLEARANCES. |
| | |
| | 9A) SHEET A2 PLEASE SHOW COMPLIANCE WITH THE 2014 |
| | ACCESS. CODE SECTION 226. 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. |
| | |
| | 9B) 902.2 CLEAR FLOOR OR GROUND SPACE. A CLEAR FLOOR |
| | SPACE COMPLYING WITH 305 POSITIONED FOR A FORWARD |
| | APPROACH SHALL BE PROVIDED. KNEE AND TOE CLEARANCE |
| | COMPLYING WITH 306 SHALL BE PROVIDED. |
| | |
| | 9C) 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. |
| | |
| | 9D) 226.2 DISPERSION. DINING SURFACES AND WORK SURFACES |
| | REQUIRED TO COMPLY WITH 902 SHALL BE DISPERSED |
| | THROUGHOUT THE SPACE OR FACILITY CONTAINING DINING |
| | SURFACES AND WORK SURFACES. PLEASE NOTE THE NEWLY |
| | PROPOSED COUNTERTOP AT 42 INCHES WILL NEED TO SHOW AN |
| | ACCESSIBLE COUNTER (DISPERSION). |
| | |
| | 10) SHEET A2. PLEASE INDICATE THE 3 FRONT ENTRY DOORS |
| | ARE AT GRADE AND WILL MEET THE REQUIREMENTS FOR AN |
| | ACCESSIBLE ENTRANCE. 2014 FBC-ACCESSIBILITY CODE 207.1 |
| | ACCESSIBLE MEANS OF EGRESS SHALL COMPLY WITH THE 2003 |
| | IBC SECTION 1007. 2003 IBC-B 1007.1. WHERE 2 OR MORE |
| | MEANS OF EGRESS IS REQUIRED BY SECTION 1014.1 OR 1018.1 |
| | FROM ANY ACCESSIBLE PORTION OF THE SPACE SHALL BE |
| | SERVED BY NOT LESS THAN TWO ACCESSIBLE MEANS OF EGRESS. |
| | |
| | 11) PLEASE NOTE SHEET M1 DETAIL FOR AN EXISTING A/C |
| | CONDENSER STAND AND NEW CONDENSER MOUNTED TO THE STAND. |
| | PLEASE PROVIDE THE WIND DESIGN CRITERIA FOR THE |
| | ANCHORING OF THE UNIT TO THE STAND. 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? |
| | |
| | 12) 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. |
| | |
| | 13) 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] |
| | |
| | |
| | |
