| Date |
Text |
| 2016-01-26 17:58:24 | THE BRISTOL |
| | BUILDING PLAN REVIEW |
| | W. P. B. FOUNDATION PERMIT: 15050292 |
| | ADD: 1100 S. FLAGLER DR. |
| | CONT: SUFFOLK |
| | TEL: ( 561)832-1616 |
| | E-MAIL: [email protected] |
| | |
| | |
| | |
| | 2010 FLORIDA BUILDING CODE W * 2010 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION, 2010 EDITION 2012 FBC SUPPLEMENTS |
| | ADOPTED APRIL 25/2013. |
| | |
| | 4TH REVIEW / 1ST REVIEW AS A POSSIBLE MIXED USE |
| | BUILDING. |
| | DATE: TUES. JAN. 26/2016 |
| | ACTION: DENIED |
| | |
| | 1) NOTICE AT RISK, THIS PERMIT IS FOR A FOUNDATION |
| | ONLY, PLEASE PROVIDE AN APPENDIX TO THE PERMIT |
| | APPLICATION, DESCRIPTION OF WORK, AS TO WHAT WORK IS TO |
| | BE ACCOMPLISHED UNDER THIS FOUNDATION PERMIT. THE CITY |
| | CONSIDERS A FOUNDATION PERMIT ANY WORK TO BE COMPLETED |
| | UNTIL THE BUILDING LEVEL IS EVEN WITH GRADE. |
| | |
| | 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1, ADMINISTRATION, 107.3.3. THE BUILDING |
| | OFFICIAL IS AUTHORIZED TO ISSUE A PERMIT FOR THE |
| | CONSTRUCTION OF FOUNDATIONS OR ANY OTHER PART OF A |
| | BUILDING OR STRUCTURE BEFORE THE CONSTRUCTION DOCUMENTS |
| | FOR THE WHOLE BUILDING OR STRUCTURE HAVE BEEN |
| | SUBMITTED, PROVIDED THAT ADEQUATE INFORMATION AND |
| | DETAILED STATEMENTS HAVE BEEN FILED COMPLYING WITH |
| | PERTINENT REQUIREMENTS OF THIS CODE. THE HOLDER OF SUCH |
| | PERMIT FOR THE FOUNDATION OR OTHER PARTS OF A BUILDING |
| | OR STRUCTURE SHALL PROCEED AT THE HOLDER?S OWN RISK |
| | WITH THE BUILDING OPERATION AND WITHOUT ASSURANCE THAT |
| | A PERMIT FOR THE ENTIRE STRUCTURE WILL BE GRANTED. |
| | |
| | 2) NOTICE ONLY; THE CITY OF WEST PALM BEACH ART IN |
| | PUBLIC PLACES ORDINANCE REQUIREMENT THAT APPLIES TO ANY |
| | REMODEL OR NEW CONSTRUCTION PROJECT FOR WHICH THE |
| | PERMIT APPLICATION WAS SUBMITTED AFTER 7/1/14, AND THE |
| | TOTAL PROJECT CONSTRUCTION COSTS ARE EQUAL TO OR |
| | GREATER THAN $500,000. PER CITY OF WEST PALM BEACH |
| | ORDINANCE NO. 4504-14, AND CITY OF WEST PALM BEACH CODE |
| | OF ORDINANCES, ARTICLE V, ART IN PUBLIC PLACES, SECTION |
| | 78-123(A) AND SECTION 78-126(A), THE ART ASSESSMENT IS |
| | 1% OF THE TOTAL PROJECT CONSTRUCTION COST. |
| | |
| | PER CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE |
| | V, ART IN PUBLIC PLACES, SECTION 78-122, RENOVATION AND |
| | NEW CONSTRUCTION PROJECTS ARE ASSESSED CUMULATIVELY, SO |
| | THE ART ASSESSMENT WILL BE APPLICABLE TO ALL FUTURE |
| | PROJECTS. |
| | |
| | 3) 4TH REQUEST. A FLOOD ZONE CERTIFICATE IS REQUIRED AS |
| | PART OF THE PLAN REVIEW DOCUMENTS WITH THE PROPOSED |
| | FINISH FLOOR HEIGHT. ON THE SUBMITTED FLOOD ZONE |
| | CERTIFICATE THE LINE ITEM FOR ATTACHED GARAGE WAS |
| | MARKED N/A. THERE IS 2 STORIES OF PARKING |
| | |
| | 4) IN GOING TO THE 2010 FBC-B SECTION 1612.4 THE DESIGN |
| | AND CONSTRUCTION OF BUILDINGS LOCATED IN THE FLOOD |
| | HAZARD AREAS THE DESIGN SHALL BE IN ACCORDANCE WITH |
| | ASCE 24. BEFORE GOING TO THE ASCE 24 I HAD REVIEWED THE |
| | SUBMITTED COASTAL A ZONE REPORT AND THE WAVE HEIGHT |
| | ANALYSIS FOR FLOOD INSURANCE STUDIES V4.0 (WHAFIS). I |
| | CONCUR THAT THE PROPERTY IS NOT LOCATED IN A COASTAL A5 |
| | ZONE BUT AN A5 FLOOD ZONE. COASTAL A ZONE. |
| | |
| | 5) IN REVIEWING ASCE 24 SECTION 6.2.1 DRY FLOOD |
| | PROOFING LIMITATIONS STATES THAT IN NONRESIDENTIAL |
| | AREAS OF MIXED USE STRUCTURES SHALL NOT BE ALLOWED |
| | UNLESS SUCH STRUCTURES ARE LOCATED OUTSIDE OF THE HIGH |
| | RISK FLOOD HAZARD AREAS, COASTAL HIGH HAZARD AREAS, AND |
| | COASTAL A ZONES. THE WHAFIS STUDY DOES TAKE THE |
| | BUILDING OUT OF THE COASTAL A ZONE TO AN A5 FLOOD ZONE. |
| | TO CONSIDER THIS BUILDING A MIXED USE BUILDING, THERE |
| | ARE AREAS OF THE BUILDING THAT NEED TO BE REVIEWED TO |
| | DETERMINE IF THE BUILDING QUALIFIES AS A MIXED USE. |
| | |
| | 5A) SHEET 080-A2-01 OF THE MASTER BUILDING PERMIT |
| | INDICATES AN AREA ROOM 103 RESIDENTS CLUB DINING. |
| | APPROXIMATELY 480 SQUARE FEET WITH AN OCCUPANT LOAD OF |
| | 32 PEOPLE. THERE ARE 2 ISSUES TO CONSIDER, THE PLANS DO |
| | NOT SHOW ANY COOKING EQUIPMENT JUST A 2 COMPARTMENT |
| | SINK IN THE PANTRY AREA, ROOM 109. |
| | FOR THE USE OF THE DINING FACILITIES PLEASE PROVIDE HOW |
| | PAYMENT WILL BE MADE FOR THE USE OF TENANT SPACE AND |
| | SERVICES RENDERED. TO CONSIDER THIS SPACE AS A DELI, |
| | SMALL RESTAURANT (2010 FBC-B 309.1 RESTAURANTS AND |
| | DRINKING ESTABLISHMENTS WITH AN OCCUPANT LOAD LESS THAN |
| | 50 PERSONS) AND NOT JUST AN AMENITY THE BUILDING |
| | OFFICIAL WILL NEED DOCUMENTATION TO SHOW THIS IS A |
| | MERCANTILE OCCUPANCY WHERE SERVES WERE RENDERED AND |
| | PAYMENT MADE. |
| | |
| | 5B) SHEET 080-A2-01 OF THE MASTER BUILDING PERMIT |
| | INDICATES ROOM # 143 TO BE A MANICURE AND HAIR DRESSING |
| | SHOP OR A BEAUTY PARLOR 2010 FBC-B 304.1. THIS COULD BE |
| | CONSIDERED A BUSINESS OCCUPANCY . |
| | TO CONSIDER THIS SPACE AS A BEAUTY PARLOR AND NOT JUST |
| | AN AMENITY THE BUILDING OFFICIAL WILL NEED |
| | DOCUMENTATION TO SHOW HOW PAYMENT FOR SERVICES |
| | RENDERED. |
| | |
| | 6) ASCE 24-05 6.2.1 DRY FLOOD PROOFING LIMITATIONS. DRY |
| | FLOOD PROOFING OF RESIDENTIAL AREAS OF MIXED USE |
| | STRUCTURES SHALL NOT BE PERMITTED. |
| | TECHNICAL BULLETIN 6-93, AND TECHNICAL BULLETIN 3-93. |
| | |
| | 7) PLEASE PROVIDE COMPLIANCE WITH ASCE 24-05 TABLE 6-1 |
| | THE MINIMUM ELEVATION OF FLOODPROOFING, RELATED TO BASE |
| | FLOOD ELEVATION (BFE) OR DESIGN FLOOD ELEVATION DFE). |
| | PLEASE ALSO INCLUDE THE STRUCTURE CATEGORY. |
| | |
| | 8) PLEASE REVIEW ASCE 24-5 SECTION 6.2.1 DRY FLOOD |
| | PROOFING LIMITATIONS SHOW COMPLIANCE WITH SECTIONS 1 & |
| | 2. |
| | |
| | 9) SHOW COMPLIANCE ALSO WITH ASCE 24-5 SECTION 6.2.2 |
| | DRY FLOODPROOFING REQUIREMENTS 1-3. |
| | |
| | 10) SHOW HOW COMPLIANCE WITH ASCE 24-5 SECTION 6.2.3 |
| | REQUIREMENTS 1-3. |
| | |
| | 11) NFPA REGULATION 60.3(3) (II) TOGETHER WITH |
| | ATTENDANT UTILITY AND SANITARY FACILITIES, BE DESIGNED |
| | SO THAT BELOW THE BASE FLOOD LEVEL THE STRUCTURE IS |
| | WATERTIGHT WITH WALLS SUBSTANTIALLY IMPERMEABLE TO THE |
| | PASSAGE OF WATER AND WITH STRUCTURAL COMPONENTS HAVING |
| | THE CAPACITY OF RESISTING HYDROSTATIC AND HYDRODYNAMIC |
| | LOADS AND EFFECTS OF BUOYANCY. |
| | |
| | 12) NFIP 60.3? (4) (I) A REGISTERED PROFESSIONAL |
| | ENGINEER OF ARCHITECT SHALL DEVELOP AND /OR REVIEW |
| | STRUCTURAL DESIGN, SPECIFICATIONS, AND PLANS FOR THE |
| | CONSTRUCTION AND SHALL CERTIFY THAT THE DESIGN AND |
| | METHODS OF CONSTRUCTION ARE IN ACCORDANCE WITH THE |
| | ACCEPTED STANDARDS OF PRACTICE FOR MEETING THE |
| | APPLICABLE PROVISIONS OF PARAGRAPHS (3)(II) OR (8)(II) |
| | OF THIS SECTION, AND (II) A RECORD OF SUCH CERTIFICATES |
| | WHICH INCLUDES THE SPECIFIC ELEVATIONS (IN RELATION TO |
| | MEAN SEA LEVEL) TO WHICH SUCH STRUCTURES ARE FLOOD |
| | PROOFED SHALL BE MAINTAINED WITH THE OFFICIAL |
| | DESIGNATED BY THE COMMUNITY? |
| | |
| | 13) PLEASE REVIEW ALL OF THE REQUIREMENTS WITHIN THE |
| | FEMA TECHNICAL BULLETIN 3-93 FOR NON-RESIDENTIAL |
| | FLOODPROOFING-REQUIREMENTS AND CERTIFICATIONS: |
| | HTTP://WWW.FEMA.GOV/MEDIA-LIBRARY-DATA/20130726-1511-20 |
| | 490-5294/JOB6.PDF |
| | |
| | 14) PROVISO: FBC-B 3306.9 ADJACENT TO EXCAVATIONS. |
| | EVERY EXCAVATION ON A SITE LOCATED 5 FEET (1524 MM) OR |
| | LESS FROM THE STREET LOT LINE SHALL BE ENCLOSED WITH A |
| | BARRIER NOT LESS THAN 6 FEET (1829 MM) HIGH. WHERE |
| | LOCATED MORE THAN 5 FEET (1524 MM) FROM THE STREET LOT |
| | LINE, A BARRIER SHALL BE ERECTED WHEN REQUIRED BY THE |
| | BUILDING OFFICIAL. BARRIERS SHALL BE OF ADEQUATE |
| | STRENGTH TO RESIST WIND PRESSURE AS SPECIFIED IN |
| | CHAPTER 16. |
| | 15) PROVISO: PERIMETER FENCING UNDER A SEPARATE PERMIT. |
| | PLEASE PROVIDE COMPLIANCE WITH: FBC-B 3306.5 BARRIERS. |
| | BARRIERS SHALL BE A MINIMUM OF 8 FEET (2438 MM) IN |
| | HEIGHT AND SHALL BE PLACED ON THE SIDE OF THE WALKWAY |
| | NEAREST THE CONSTRUCTION. BARRIERS SHALL EXTEND THE |
| | ENTIRE LENGTH OF THE CONSTRUCTION SITE. |
| | |
| | 16) PROVISO: 2010 FBC-B [F] 3309.1 WHERE REQUIRED. ALL |
| | STRUCTURES UNDER CONSTRUCTION SHALL BE PROVIDED WITH |
| | NOT LESS THAN ONE APPROVED PORTABLE FIRE EXTINGUISHER |
| | IN ACCORDANCE WITH SECTION 906 AND SIZED FOR NOT LESS |
| | THAN ORDINARY HAZARD AS FOLLOWS: |
| | 1. AT EACH STAIRWAY ON ALL FLOOR LEVELS WHERE |
| | COMBUSTIBLE MATERIALS HAVE ACCUMULATED. |
| | 2. IN EVERY STORAGE AND CONSTRUCTION SHED. |
| | 3. ADDITIONAL PORTABLE FIRE EXTINGUISHERS SHALL BE |
| | PROVIDED WHERE SPECIAL HAZARDS EXIST, SUCH AS THE |
| | STORAGE AND USE OF FLAMMABLE AND COMBUSTIBLE LIQUIDS. |
| | 9F) FBC-B 3309.2 FIRE HAZARDS. |
| | THE PROVISIONS OF THIS CODE AND THE FLORIDA FIRE |
| | PREVENTION CODE SHALL BE STRICTLY OBSERVED TO SAFEGUARD |
| | AGAINST ALL FIRE HAZARDS ATTENDANT UPON CONSTRUCTION |
| | OPERATIONS. |
| | |
| | 17) PROVISO: [F] 3311.1 WHERE REQUIRED. IN BUILDINGS |
| | REQUIRED TO HAVE STANDPIPES BY SECTION 905.3.1, NOT |
| | LESS THAN ONE STANDPIPE SHALL BE PROVIDED FOR USE |
| | DURING CONSTRUCTION. SUCH STANDPIPES SHALL BE INSTALLED |
| | WHEN THE PROGRESS OF CONSTRUCTION IS NOT MORE THAN 40 |
| | FEET (12 192 MM) IN HEIGHT ABOVE THE LOWEST LEVEL OF |
| | FIRE DEPARTMENT VEHICLE ACCESS. SUCH STANDPIPE SHALL BE |
| | PROVIDED WITH FIRE DEPARTMENT HOSE CONNECTIONS AT |
| | ACCESSIBLE LOCATIONS ADJACENT TO USABLE STAIRS. SUCH |
| | STANDPIPES SHALL BE EXTENDED AS CONSTRUCTION PROGRESSES |
| | TO WITHIN ONE FLOOR OF THE HIGHEST POINT OF |
| | CONSTRUCTION HAVING SECURED DECKING OR FLOORING. |
| | |
| | 18)PROVISO: 109.3.10.1 HURRICANE PROTECTION. IT SHALL |
| | BE UNLAWFUL FOR ANY PERSON TO ALLOW CONSTRUCTION |
| | RELATED MATERIALS EQUIPMENT AND DEBRIS TO REMAIN LOOSE |
| | OR OTHERWISE UNSECURED AT A CONSTRUCTION SITE FROM 24 |
| | HRS. AFTER A HURRICANE WATCH HAS BEEN ISSUED UNTIL THE |
| | HURRICANE WATCH OR WARNING HAS BEEN LIFTED. ALL SUCH |
| | CONSTRUCTION MATERIALS, EQUIPMENT AND DEBRIS SHALL BE |
| | EITHER REMOVED FROM THE CONSTRUCTION SITE OR SECURED IN |
| | SUCH A MANNER AS TO MINIMIZE THE DANGER OF SUCH |
| | CONSTRUCTION MATERIALS, EQUIPMENT AND DEBRIS CAUSING |
| | DAMAGE TO PERSONS OR PROPERTY FROM HIGH WINDS. ANY |
| | PERSONS WHO FAILS TO COMPLY TO COMPLY TO REMOVE OR |
| | SECURE THE CONSTRUCTION MATERIALS EQUIPMENT AND DEBRIS |
| | WITHIN 24 HRS. AFTER A HURRICANE WATCH HAS BEEN ISSUED |
| | SHALL BE SUBJECT TO A FINE NOT TO EXCEED $500.00. IN |
| | ADDITION TO THE ABOVE, A LICENSED CONTRACTOR WHO |
| | VIOLATES THIS SECTION SHALL BE SUBJECT TO DISCIPLINE |
| | PURSUANT TO SECTION 113 OF THIS CHAPTER. |
| | |
| | 19) PROVISO: ALL CONSTRUCTION TRAILERS (MOBILE OR |
| | MODULAR BUILDINGS) THAT ARE GOING TO HAVE MEETING IN |
| | THEM WILL BE REQUIRED TO GET A PERMIT, 102.2( E ) |
| | MOBILE OR MODULAR STRUCTURES USED AS TEMPORARY OFFICES, |
| | EXCEPT THAT THE PROVISIONS OF PART V (SECTION |
| | 553.501-553.513, FLORIDA STATUTES) RELATING TO |
| | ACCESSIBILITY BY PERSONS WITH DISABILITIES, AND PERMITS |
| | SHALL BE REQUIRED FOR STRUCTURAL SUPPORT AND TIE DOWN, |
| | ELECTRICAL SUPPLY, AND ALL UTILITY CONNECTIONS TO SUCH |
| | MOBILE OR MODULAR STRUCTURES. |
| | |
| | 20)PROVISO: DEPENDING ON THE SIZE OF THE CONSTRUCTION |
| | TRAILERS, CLOSENESS TO BUILDINGS AND OR OTHER |
| | CONSTRUCTION TRAILERS THE FIRE DEPARTMENT THROUGH THE |
| | FIRE PREVENTION CODE MAY REQUIRE FIRE SPRINKLERS. |
| | |
| | 21)PROVISO: TO DATE THERE HAS BEEN NO PERMIT APPLIED |
| | FOR, FOR TEST PILING INCOMPLIANCE WITH THE 2010 FBC-B |
| | 1810.3.3.1.2 LOAD TEST. |
| | |
| | 22) 2ND REQUEST, NO RESPONSE COMMENT. THERE IS A |
| | QUESTION OF THE BONDING OF THE STEEL RE-ENFORCEMENT FOR |
| | ELECTRICAL. IS THERE ALSO GOING TO BE ANY LIGHTNING |
| | BONDING GOING TO BE REQUIRED? PERMIT WILL NEED TO BE |
| | PULLED FOR THE SCHEDULING OF THESE INSPECTIONS, NO |
| | DETAILS. |
| | |
| | 23) IMPACT FEES DEFERRED TO BUILDING PERMIT. |
| | |
| | 24) 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. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | 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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