| Date |
Text |
| 2016-09-07 17:11:56 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16080300 |
| | ADD: 5016 SOUTH DIXIE HWY. |
| | CONT: TBD/ TO BE DETERMINED |
| | TEL: 561-762-2713 |
| | E-MAIL: NO E-MAIL ADDRESS PROVIDED FOR |
| | COMMUNICATION!!!!!!!!! |
| | |
| | 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: WED. SEPT. 07/2016 |
| | ACTION: DENIED |
| | |
| | 1) THE COVERSHEET UNDER THE HEADING PROJECT INFORMATION |
| | LIST THIS AS A BUSINESS OCCUPANCY, TRAINING AND SKILL |
| | DEVELOPMENT, NOT ASSOCIATED WITH A SCHOOL. DEPENDING ON |
| | THE AGE OF THE STUDENTS THIS OCCUPANCY COULD BE ANY OF |
| | THE THREE, DAY CARE I-4 , EDUCATIONAL OR BUSINESS ? |
| | 2014 FBC-B ,308.6 305.1 & B 304.1. |
| | PLEASE PROVIDE THE AGE GROUP OF THE STUDENTS, IF THE |
| | BUILDING IS TO BE USED BY MULTIPLE AGE GROUPS, THEN IT |
| | WOULD BE CONSIDERED A MIXED USE OCCUPANCY. ADDITIONAL |
| | INFORMATION IS REQUIRED. |
| | |
| | 2) SHEET SP-1 SEPARATE PERMITS ARE REQUIRED FOR PAVING |
| | AND STRIPPING, LANDSCAPE, IRRIGATION, AWNINGS AND SIGNS |
| | ARE UNDER SEPARATE PERMIT, REVIEWS AND FEES. 105.1 |
| | REQUIRED PERMITS. |
| | |
| | 3) SHEET SP-1 SHOWS WORK ON THE LOT TO THE NORTH BEING |
| | ACCOMPLISHED UNDER THIS PERMIT. PLEASE NOTE THE LOT TO |
| | THE NORTH 5008 S. DIXIE IS ALSO OWNER BY A DIFFERENT |
| | OWNER AND WOULD REQUIRE A SEPARATE PERMIT. |
| | 105.1 REQUIRED PERMITS. |
| | |
| | 4) BOTH SHEETS SP-1 AND S-1 SHOW A NEW ACCESSIBLE |
| | PARKING SPACE, PLEASE SEE THE CITY OF WEST PALM BEACH |
| | MUNI CODE SECTION 94-485 FOR THE REQUIRED COLOR AND |
| | STRIPING OF AN ACCESSIBLE PARKING SPACE AND ACCESS |
| | AISLE. |
| | ACCESS. CODE 502.3.3 MARKING. ACCESS AISLES SHALL BE |
| | MARKED SO AS TO DISCOURAGE PARKING IN THEM. |
| | THE ACCESS AISLE MUST BE STRIPED DIAGONALLY TO |
| | DESIGNATE IT AS A NO-PARKING ZONE. |
| | ADVISORY 502.3.3 MARKING. THE METHOD AND COLOR OF |
| | MARKING ARE NOT SPECIFIED BY THESE REQUIREMENTS BUT MAY |
| | BE ADDRESSED BY STATE OR LOCAL LAWS OR REGULATIONS. |
| | BECAUSE THESE REQUIREMENTS PERMIT THE VAN ACCESS AISLE |
| | TO BE AS WIDE AS A PARKING SPACE, IT IS IMPORTANT THAT |
| | THE AISLE BE CLEARLY MARKED. |
| | |
| | 5) SHEET S-1 WILL NEED TO SHOW THE ELEVATION OF THE 2 |
| | CORNER OF THE ACCESSIBLE PARKING SPACE AND THE OPPOSITE |
| | CORNERS OF THE ACCESS AISLE FOR COMPLIANCE WITH: |
| | ACCESS. CODE 502.4 FLOOR OR GROUND SURFACES. PARKING |
| | SPACES AND ACCESS AISLES SERVING THEM SHALL COMPLY WITH |
| | 302. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE |
| | PARKING SPACES THEY SERVE. CHANGES IN LEVEL ARE NOT |
| | PERMITTED. EXCEPTION: SLOPES NOT STEEPER THAN 1:48 |
| | SHALL BE PERMITTED. |
| | |
| | 6) SHEET S-1 THE BOTTOM PORTION OF THE RAMP. THE BOTTOM |
| | LANDING HAS A ELEVATION MARK OF 15.10 FT., THE |
| | MID-LANDING A ELEVATION MARK OF 15.53 FT. MIDWAY UP THE |
| | RAMP THERE IS AN ELEVATION MARKED 15.03? IS THIS A |
| | TYPO? 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED. |
| | 7) SHEET S-2 SHOWS THE NEW ACCESSIBLE RAMP A SECTION |
| | 4/S-3. THIS IS SECTION THROUGH THE RAMP IN A NORTH |
| | SOUTH DIRECTION. WHEN VIEWING THIS DETAIL THERE SHOWS A |
| | HANDRAIL SYSTEM, ALSO SEE SHEET A2 DETAIL 6. THERE IS A |
| | NOTE THAT THE ADA APPROVED HANDRAIL IS TO BE APPROVED |
| | BY THE OWNER. |
| | PLEASE SHOW COMPLIANCE WITH THE FOLLOWING REQUIREMENTS |
| | FOR HANDRAILS FOR RAMPS: |
| | 2014 ACCESS. CODE 505.3 ? 505.10.2. ALL SECTIONS. |
| | |
| | 8) SHEET A1 INDICATES A NEW DOOR OPENING AND THE |
| | EXISTING WINDOWS BEING REPLACED, SHEET S3 PROVIDES |
| | STRUCTURAL DETAILS FOR THE NEW DOOR OPENING AND A |
| | INFILL OF A DOOR TO NEW WINDOW OPENING. THE PLANS DO |
| | NOT 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: |
| | |
| | 8.1. 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. |
| | |
| | 8.2. RISK CATEGORY. |
| | |
| | 8.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. |
| | |
| | 8.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 8.5. 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. |
| | |
| | 9) 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. |
| | (B) WINDOWS |
| | (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| | LOUVERS, EFIS SYSTEMS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES |
| | (G) PRE-ENGINEERED A/C STANDS |
| | |
| | 10) 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.. |
| | |
| | 11) SHEET A100 THE ACCESSIBLE RESTROOM 107 HAS 2 WATER |
| | CLOSETS IN THE ONE RESTROOM. THE SMALLER CHILDS WATER |
| | CLOSET DOES NOT MEET THE SIDE CLEARANCE REQUIREMENTS OF |
| | ACCESS. CODE 604.3.1 BOTH THE OTHER WATER CLOSET AND |
| | DIAPER CHANGING TABLE ARE IN THE WAY. |
| | |
| | 12) PLEASE NOTE CHILDRENS WATER CLOSETS ARE AGE |
| | SPECIFIC TO THE AGE OF THE CHILDREN SEE 604.9 AND |
| | ADVISORY 604.9. FOR CENTERLINES, TOILET SEAT HEIGHT, |
| | GRAB BAR HEIGHT AND DISPENSER HEIGHTS. |
| | |
| | 13) ACCESSIBILITY DETAIL SHEET A000: |
| | 13A) THE WATER CLOSET GRAB RAILS ARE SHOWN AS BEING |
| | MEASURED FROM THE CENTERLINE OF THE GRAB BAR. PLEASE |
| | UPDATE PLANS THE 2014 FBC-ACCESS. CODE 609.4 MEASURES |
| | THE GRAB BAR FROM THE TOP OF THE GRASPING SURFACE NOT |
| | THE CENTERLINE. |
| | |
| | 13B) THE TYPICAL HANDICAPPED SIGNAGE IS SHOWN CENTERED |
| | AT THE HEIGHT OF 5 FOOT. |
| | 2014 ACCESS. CODE 703.4.1 HEIGHT ABOVE FINISH FLOOR OR |
| | GROUND. TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 |
| | INCHES (1220 MM) MINIMUM ABOVE THE FINISH FLOOR OR |
| | GROUND SURFACE, MEASURED FROM THE BASELINE OF THE |
| | LOWEST TACTILE CHARACTER AND 60 INCHES (1525 MM) |
| | MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, |
| | MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE |
| | CHARACTER. |
| | |
| | 14) FURTHER COMMENTS MAY BE FORTH COMING DEPENDING ON |
| | THE MECHANICAL REVIEW COMMENTS ADDITIONAL FRESHAIR WILL |
| | BE REQUIED AND POSSIBLY ADDTIONAL A/C EQUIPMENT ON THE |
| | ROOF TOP, 2014 FBC-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. |
| | 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 |
| | |
| | 15) THIS PLAN MAY END UP A CHANGE IN OCCUPANCY IF SO |
| | THEN IMPACT FEE ASSESSMENT SHALL OCCUR. 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. |
| | |
| | 16) 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] |
| | |
| | |
| 2016-08-19 15:18:36 | PRODUCT APPROVAL TO BE DEFERRED PER EMAIL FROM STEVEN |
| | VITEK SR. PROJECT MANAGER STEVEN E. MYOTT, ARCHITECT |
| | |
| | |
| | |
