Date |
Text |
2009-02-08 12:37:59 | |
| BUILDING PLAN REVIEW |
| PERMIT: 09020147 |
| ADD: 1615 PALM BEACH LAKES BLVD |
| CONT: RCC ASSOCIATES, INC |
| TEL: (954)691-5385 |
| FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| W/ 2007 FBC REVISIONS |
| * WEST PALM BEACH AMENDMENTS |
| |
| REVIEW |
| ACTION: DENIED |
| |
| 1A) INFORMATIONAL: WHEN RESUBMITTING PLANS PLEASE |
| INDICATE THE REVISION & REMOVE & 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. |
| |
| 1B) INFORMATIONAL: PLEASE SUBMIT 2 OF ALL SURVEYS, |
| PLANS, REPORTS, REVISIONS , PRODUCT APPROVALS AND OR |
| SUBMITTALS FOR REVIEW FOR PERMIT. IF YOUR PROJECT WILL |
| REQUIRE A RESIDENT INSPECTOR OR IF YOUR PROJECT IS A |
| THRESHOLD BUILDING REQUIRING A THRESHOLD INSPECTOR THEN |
| (3) THREE SETS OF ALL SAID DOCUMENTS WILL BE REQUIRED |
| FOR PERMIT ISSUANCE. 106.1* /2004 SUBMITTAL DOCUMENTS |
| WEST PALM BEACH ADMINISTRATIVE CODE. |
| |
| 1CINFORMATIONAL FL S S 713.13 NOTICE OF COMMENCEMENT, |
| TO BE FILED WITH THE CLERK OF THE COURT. NOTE: |
| 713.13(2) IF THE WORK DESCRIBED IN THE NOTICE OF |
| COMMENCEMENT IS NOT ACTUALLY COMMENCED WITHIN 90 DAYS |
| AFTER THE RECORDING THEREOF, SUCH NOTICE IS NULL & |
| VOID. NOTE: 713.13(6) THE POSTING OF THE NOTICE OF |
| COMMENCEMENT AT THE CONSTRUCTION SITE BEFORE THE FIRST |
| INSPECTION. |
| |
| 1E) PLANS SUBMITTED FOR PERMIT (FIRST TIME REVIEW) |
| AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO THE 2004 FBC |
| BUILDING WITH THE 2007 SUPPLEMENTS. THE COVERSHEET |
| FAILS TO INCLUDE THE 2005,2006 AND 2007 SUPPLEMENTS. |
| |
| 2) THE COVERSHEET INDICATES CIVIL AND LANDSCAPE PLANS |
| ARE INCLUDED WITHIN THE SET OF PLANS, BUT NO SUCH PLANS |
| ARE INCLUDED WITHIN THESE SETS OF PLANS. PLANS CAN NOT |
| BE CHECKED FOR COMPLIANCE (106.3.5.1.1(1) SITE PARKING) |
| FOR THE FOLLOWING ITEMS: |
| |
| 2A) 1-4.1.2 ACCESSIBLE SITE AND EXTERIOR FACILITIES: |
| NEW CONSTRUCTION. |
| THIS EDITION OF THE CODE DOES NOT APPLY TO BUILDINGS, |
| STRUCTURES, OR FACILITIES WHICH WERE EITHER UNDER |
| CONSTRUCTION OR UNDER CONTRACT FOR CONSTRUCTION ON |
| OCTOBER 1, 1997. |
| NOTHING IN THIS CODE SHALL BE CONSTRUED TO RELIEVE THE |
| OWNER OF ANY BUILDING, STRUCTURE OR FACILITY FROM THE |
| DUTY TO PROVIDE VERTICAL ACCESSIBILITY TO ALL LEVELS |
| ABOVE AND BELOW THE OCCUPIABLE GRADE LEVEL, REGARDLESS |
| OF WHETHER THE CODE REQUIRES AN ELEVATOR TO BE |
| INSTALLED IN SUCH BUILDING, STRUCTURE OR FACILITY, |
| EXCEPT: (1) ELEVATOR PITS, ELEVATOR PENTHOUSES, |
| MECHANICAL ROOMS, PIPING OR EQUIPMENT CATWALKS, AND |
| AUTOMOBILE LUBRICATION AND MAINTENANCE PITS AND |
| PLATFORMS; (2) UNOCCUPIABLE SPACES, SUCH AS ROOMS, |
| ENCLOSED SPACES, AND STORAGE SPACES THAT ARE NOT |
| DESIGNED FOR HUMAN OCCUPANCY, FOR PUBLIC |
| ACCOMMODATIONS, OR FOR WORK AREAS; AND (3) OCCUPIABLE |
| SPACES AND ROOMS THAT ARE NOT OPEN TO THE PUBLIC AND |
| THAT HOUSE NO MORE THAN FIVE PERSONS INCLUDING, BUT NOT |
| LIMITED TO, EQUIPMENT CONTROL ROOMS AND PROJECTION |
| BOOTHS. HOWEVER AS PROVIDED IN SECTION 553.509, FLORIDA |
| STATUTES, BUILDINGS, STRUCTURES, AND FACILITIES MUST, |
| AT A MINIMUM, COMPLY WITH THE REQUIREMENTS OF THE |
| ADAAG. THEREFORE, FACILITIES SUBJECT TO THE ADAAG MAY |
| BE REQUIRED TO PROVIDE VERTICAL ACCESS TO AREAS |
| OTHERWISE EXEMPT UNDER SECTION 11-4.1.3(5) OF THIS |
| CODE. |
| AN ACCESSIBLE SITE SHALL MEET THE FOLLOWING MINIMUM |
| REQUIREMENTS: |
| (1) AT LEAST ONE ACCESSIBLE ROUTE COMPLYING WITH |
| SECTION 11-4.3 SHALL BE PROVIDED WITHIN THE BOUNDARY OF |
| THE SITE FROM PUBLIC TRANSPORTATION STOPS, ACCESSIBLE |
| PARKING SPACES, PASSENGER LOADING ZONES IF PROVIDED, |
| AND PUBLIC STREETS OR SIDEWALKS, TO AN ACCESSIBLE |
| BUILDING ENTRANCE. |
| (2) AT LEAST ONE ACCESSIBLE ROUTE COMPLYING WITH |
| SECTION 11-4.3 SHALL CONNECT ACCESSIBLE BUILDINGS, |
| ACCESSIBLE FACILITIES, ACCESSIBLE ELEMENTS, AND |
| ACCESSIBLE SPACES THAT ARE ON THE SAME SITE. |
| (5) PARKING SPACES: |
| (A) IF PARKING SPACES ARE PROVIDED FOR SELF-PARKING BY |
| EMPLOYEES OR VISITORS, OR BOTH, THEN ACCESSIBLE SPACES |
| COMPLYING WITH SECTION 11-4.6 SHALL BE PROVIDED IN EACH |
| SUCH PARKING AREA. SUCH SPACES SHALL BE DESIGNED AND |
| MARKED FOR EXCLUSIVE USE OF THOSE INDIVIDUALS WHO HAVE |
| A SEVERE PHYSICAL DISABILITY AND HAVE PERMANENT OR |
| TEMPORARY MOBILITY PROBLEMS THAT SUBSTANTIALLY IMPAIR |
| THEIR ABILITY TO AMBULATE AND WHO HAVE BEEN ISSUED |
| EITHER A DISABLED PARKING PERMIT UNDER SECTION 316.1958 |
| OR 320.0848, FLORIDA STATUTES, OR A LICENSE PLATE UNDER |
| SECTION 320.084, 320.0842, 320.0843, OR 320.0845, |
| FLORIDA STATUTES. THE NUMBER OF ACCESSIBLE PARKING |
| SPACES SHALL COMPLY WITH THE TABLE BELOW |
| C) IF PASSENGER LOADING ZONES ARE PROVIDED, THEN AT |
| LEAST ONE PASSENGER LOADING ZONE SHALL COMPLY WITH |
| SECTION 11-4.6.6. |
| |
| |
| 3) THE COVER SHEET INDICATES THERE TO BE CANOPY PLANS |
| WITHIN THE SET OF PLANS, THE CANOPY |
| IS ILLUSTRATED ON THE FLOOR PLAN, ELEVATIONS BUT THE |
| STRUCTURAL SHEET S-1 HAS A NOTE ??? FOUNDATION AND |
| CANOPY FRAMING BY OTHERS. THE DESCRIPTION OF THE |
| PROJECT ON THE PERMIT APPLICATION DOES NOT INDICATE IF |
| THE CANOPY IS TO BE PART OF THIS PERMIT. 106.1.2 |
| ADDITIONAL INFORMATION REQUIRED. IF THE CANOPY IS TO BE |
| PART OF THIS PERMIT THEN PLANS WILL BE REQUIRED |
| 106.3.5.1.1(8) STRUCTURAL REQUIREMENTS. |
| |
| SHEET A5 DETAIL# 4 INDICATES THE CANOPY IS TO BE |
| SUPPLIED AND INSTALLED BY THE MCGEE CORPORATION, |
| MATTHEW, N. C. 1-800-526-5589. IF THIS STRUCTURE IS TO |
| BE BUILT UNDER A SEPARATE PERMIT THEN A LETTER FROM |
| BOTH THE CGC AND CBC THAT THEY HAVE NO PROBLEMS WITH |
| THE OTHER WHILE WORKING WITHIN THE SAME SITE, LETTER TO |
| BE NOTARIZED BY THE QUALIFIER ON THEIR LETTERHEAD. |
| |
| 4) SOILS REPORTS, NO SOILS REPORTS WERE SUBMITTED |
| PROVIDING THE MINIMUM SAFE BEARING VALUE OF THE SOILS. |
| 1802.2.1 QUESTIONABLE SOIL. WHERE THE SAFE-SUSTAINING |
| POWER OF THE SOIL IS IN DOUBT, OR WHERE A LOAD-BEARING |
| VALUE SUPERIOR TO THAT SPECIFIED IN THIS CODE IS |
| CLAIMED, THE BUILDING OFFICIAL SHALL REQUIRE THAT THE |
| NECESSARY INVESTIGATION BE MADE. SUCH INVESTIGATION |
| SHALL COMPLY WITH THE PROVISIONS OF SECTIONS 1802.4 |
| THROUGH 1802.6 . |
| SOILS REPORTS SHOULD MAKE REFERENCE TO THE TWO |
| INDEPENDENT STRUCTURES AND TYPE OF FOOTINGS, BUILDING |
| AND DRIVE THRU STRUCTURE. |
| |
| 5A) NOTE, THESE PLANS WERE PREPARED UNDER THE 2004 FBC |
| BASE CODE, SO THE PRODUCT APPROVALS TO BE SUBMITTED ARE |
| TO READ CODE VERSION 2004 NOT 2007 AS LISTED BELOW??? |
| (1) FL2887-R2/2007 VISTA WALL- PANEL WALL- STOREFRONT |
| (3 SETS) |
| (2) FL1601-R5/2007 CARLISLE SYNTEC INCORPORATED (3 |
| SETS) |
| |
| 5B) NOTE, SINCE 3 SETS OF PLANS AND SOME PRODUCT |
| APPROVALS THESE ARE THE APPROVALS WHERE LESS WERE |
| SUBMITTED: |
| (1) GLAZED EXTERIOR DOORS, VISTAWALL INDICATES DOORS |
| ARE COVERED UNDER A SEPARATE |
| SUBMISSION |
| (2) ROOF HATCHES- 1609.6.2.2 COMPONENTS AND CLADDING AS |
| WELL AS FLORIDA LAW |
| RULE 9B-72.32(31) (A) PRE-ENGINEERED ROOF ACCESS |
| HATCHES |
| (3) WINDOW TYPE ???D??? PROVIDED BY BANK EQUIPMENT |
| SUPPLIER. |
| |
| 5C) WPB ADMIN CODE 106.3* PRODUCT APPROVALS. THOSE |
| PRODUCT WHICH ARE REGULATED BY DCA RULE 9B-72 SHALL BE |
| REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF |
| RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL. |
| |
| 5D) WHILE NOT A TRUE PRODUCT APPROVAL IT TIES IN TO |
| COMPONENTS AND CLADDING, THE RTU UNITS THAT TIE DOWN TO |
| THE ROOF, PLEASE PROVIDE TWO ITEMS: |
| (1) THE ACTUAL RESTRAINT FOR THE CURB TO ROOF AND THE |
| UNIT TO THE CURB, COMPONENTS AND |
| CLADDING 1609.6.2.2. SHOW COMPLIANCE WITH THE TTIE DOWN |
| OF THE CURB TO ROOF SYSTEM AND UNIT TO CURB. |
| (2) DEALS WITH THE ROOF TOP EQUIPMENT: 301.13 FBC |
| MECHANICAL CODE |
| WIND RESISTANCE. MECHANICAL EQUIPMENT, APPLIANCES AND |
| SUPPORTS THAT ARE EXPOSED TO WIND SHALL BE DESIGNED |
| (THE UNITS THEMSELVES) AND INSTALLED TO RESIST WIND |
| PRESSURES ON THE EQUIPMENT AND THE SUPPORTS AS |
| DETERMINED IN ACCORDANCE WITH THE FLORIDA BUILDING |
| CODE, BUILDING. |
| |
| 6) ROOFING: |
| 6A) ROOFING PRODUCT APPROVAL CARLISLE SYNTEC |
| INCORPORATED CORRECT VERSION IS FL1601-R4 |
| (2004 FBC) THE INFORMATION SUBMITTED IS A GUIDE-SPEC |
| FOR SURE WELD FULLY ADHERED ROOFING SYSTEM. THERE IS NO |
| INSTALLATION INFORMATION PROVIDED NOR THE PSF THIS |
| SYSTEM WILL BE ABLE TO WITHSTAND NOR LIMITATIONS FOR |
| FASTENER LENGTHS. 1609.6.2.2. |
| |
| |
| 6B) ROOF INSULATION SHEET A5 & A6 BOTH INDICATE THE USE |
| OF A FIBER FACED POLYISOCYANURATE |
| ROOF INSULATION WITH A R-VALUE OF 21. PLEASE NOTE THAT |
| THE MINIMUM R-21 VALUE WILL NEED TO BE AT THE ROOF |
| DRAINS AND SLOPE UP FROM THERE. PLEASE PROVIDE SHOP |
| DRAWINGS INDICATING THE DEPTH OF THE INSULATION AT THE |
| OPPOSITE WALL OF THE ROOF DRAINS. FL 61G1-23.015 (2) |
| THE ARCHITECT IS RESPONSIBLE FOR SUPERVISING AND |
| REVIEWING ALL PROJECT DATA, REPORTS, SHOP DRAWINGS |
| ETC... |
| |
| PROVIDE ALSO THE CALCULATIONS FOR FASTENERS. LENGTH OF |
| FASTENERS IS A CONCERN USING A JOHNS MANSVILLE FESCO |
| FOAM ALSO A POLYISOCYNURATE AND LAMINATOR BOARD THE |
| DEPTH OF THE FOAM APPEARS TO BE APPROXIMATELY 3.7 |
| INCHES AT THE ROOF DRAIN FOR A R-21 AND 14 INCHES AT |
| THE OPPOSITE WALL 42 FEET AWAY. PLEASE SEE ENCLOSED FL |
| INFORMAL CODE INTERPRETATIONS. |
| |
| 6C) THE A5 & A-6 SHEET INDICATE A R-VALUE OF 21 USING A |
| POLYISOCYNURATE FOAM WHILE THE ENERGY CALCULATION |
| INDICATES THE USE OF A AGRIBOARD ROOF INSULATION AGAIN |
| PLEASE CORRELATE YOUR DATA AND SUBMIT OR RESUBMIT. NOTE |
| THE AGRIBOARD PANEL INSULATING VALUE OF 25.44 IS A |
| PANEL 7-7/8??? THAT WOULD STILL NEED ????? PER FOOT OF |
| (2%)SLOPE FOR THE ROOFING SYSTEMS DRAINAGE |
| REQUIREMENTS. SECTION 1507.13.1. |
| |
| 7) DISCREPANCIES BETWEEN THE ENERGY INPUT DATA REPORT |
| AND THE ARCHITECTURAL PLANS. THE INPUT DATA REPORT |
| UNDER WALLS INDICATES 25.6 R-VALUE FOR A |
| STUCCO/AGRIBOARD/ GYPSUM BOARD WALL SYSTEM WHERE AS |
| SHEET A5 & A6 BOTH INDICATE THE USE OF STUCCO, CMU, |
| 1 /12 INCH THICK POLYSTYRENE (R-11) AND 5/8??? GYP |
| BOARD. PLEASE CORRECT, AND CORRELATE DOCUMENTS. 106.1.2 |
| ADDITIONAL INFORMATION REQUIRED. 13-400.0.A. |
| |
| 8) INPUT DATA REPORT EXTERIOR DOORS IS LEFT BLANK |
| PLEASE REVIEW SHEET A1 DOOR 120B IS A INSULATED |
| EXTERIOR METAL DOOR. |
| |
| 9) THE INPUT DATA REPORT HAS TAKEN A VALUE OF 4546 SQ |
| FT FOR CARPET AND RUBBER PAD PLEASE REVIEW SHEET F-1 |
| INDICATING THE USE OF VCT TILE. PLEASE CORRELATE THE |
| INPUT DATA REPORT TO PLANS. 13-400.A/ 106.1.2 |
| ADDITIONAL INFORMATION REQUIRED. |
| |
| 10) SHEET A2 DETAIL 2 INDICATES A SOFFIT TO BE FASTENED |
| TO DECK ABOVE BUT THERE IS NO INFORMATION AS TO SECURE |
| THE SOFFIT TO THE DECK ABOVE. |
| |
| 11A) SHEET A-5 DETAIL 2 & 9 BOTH INDICATE THE USE OF |
| SUN SCREEN DETAIL, SHOP DRAWINGS TO BE SIGNED AND |
| SEALED, PLEASE HAVE THEM DESIGNED TO 140 MPH WIND ZONE, |
| EXPOSURE ???C???. |
| 1609.6.2.2 COMPONENTS AND CLADDING. |
| |
| 11B) FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE |
| FOR SUPERVISING AND REVIEWING ALL PROJECT DATA, |
| REPORTS, SHOP DRAWINGS ETC... |
| |
| 12) NEITHER THE ARCHITECTURAL NOR STRUCTURAL SHEETS |
| INDICATE ANY COMPLIANCE FOR TERMITE PROTECTION. 1816.1 |
| TERMITE PROTECTION. |
| TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED |
| TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, |
| BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR |
| OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED |
| FOR USE AS A PREVENTATIVE TREATMENT TO NEW |
| CONSTRUCTION. SEE SECTION 202, REGISTERED TERMITICIDE. |
| UPON COMPLETION OF THE APPLICATION OF THE TERMITE |
| PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL |
| BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED |
| PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING |
| STATEMENT: ???THE BUILDING HAS RECEIVED A COMPLETE |
| TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. |
| TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS |
| ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE |
| AND CONSUMER SERVICES.??? |
| |
| |
| 13A) SHEET A14 DUMPSTER ENCLOSURE IS NOT INDICATED ON |
| THE STRUCTURAL PLANS, |
| PLEASE PROVIDE THE FOLLOWING INFORMATION ON THE PLAN: |
| DESIGN PROCEDURE 1609.6.2 |
| 1.THE BASIC WIND SPEED, V, SHALL BE DETERMINED IN |
| ACCORDANCE WITH SECTION 1609.3 . THE WIND SHALL BE |
| ASSUMED TO COME FROM ANY HORIZONTAL DIRECTION. |
| 2. AN IMPORTANCE FACTOR, I W , SHALL BE DETERMINED IN |
| ACCORDANCE WITH SECTION 1609.5 . |
| 3. AN EXPOSURE CATEGORY SHALL BE DETERMINED IN |
| ACCORDANCE WITH SECTION 1609.4 . |
| 4. A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, L , |
| SHALL BE DETERMINED FROM TABLE 1609.6.2.1 (4). |
| |
| 13B) SHEET A14 DUMPSTER ENCLOSURE FOOTER DOES NOT |
| PROVIDE THE STRENGTH OF CONCRETE TO BE PLACED WITHIN |
| THE FOOTER. 1805.4.2.1 CONCRETE STRENGTH. CONCRETE IN |
| FOOTINGS SHALL HAVE A SPECIFIED COMPRESSIVE STRENGTH |
| (F' C) OF NOT LESS THAN 2,500 POUNDS PER SQUARE INCH |
| (PSI) (17 237 KPA) AT 28 DAYS. |
| |
| 14) SHEET S-4 DETAIL# 2 INDICATES LIGHT GAUGE FRAMING |
| BUT NO MENTION OF SHEATHING. INDICATES SEE |
| ARCHITECTURAL PLANS. A5 DETAIL# 9 ALSO INDICATES THE |
| USE OF 5/8 INCH SHEATHING BUT DOES NOT INDICATE WHAT |
| TYPE OF SHEATHING IS TO BE USED. |
| |
| 15) PROVISO: 109.3.10* IMPACT OF CONSTRUCTION. ALL |
| CONSTRUCTION ACTIVITY REGULATED BY THIS CODE SHALL BE |
| PERFORMED IN A MANNER SO AS NOT TO ADVERSELY IMPACT THE |
| CONDITION OF ADJACENT PROPERTY, UNLESS SUCH ACTIVITY IS |
| PERMITTED TO AFFECT SAID PROPERTY PURSUANT TO A CONSENT |
| BY THE APPLICABLE PROPERTY OWNER, UNDER TERMS & |
| CONDITIONS AGREEABLE TO THE APPLICABLE PROPERTY OWNER. |
| THIS INCLUDES BUT IS NOT LIMITED TO THE CONTROL OF |
| DUST, NOISE, WATER OR DRAINAGE RUN-OFF, DEBRIS, AND THE |
| STORAGE OF CONSTRUCTION MATERIALS. NEW CONSTRUCTION |
| ACTIVITY SHALL NOT ADVERSELY IMPACT HISTORIC SURFACE |
| WATER DRAINAGE FLOWS SERVING ADJACENT PROPERTIES, & MAY |
| REQUIRE SPECIAL DRAINAGE DESIGN COMPLYING WITH |
| ENGINEERING STANDARDS TO PRESERVE THE |
| POSITIVE PATTERNS OF THE AFFECTED SITES. ACCORDINGLY, |
| DEVELOPERS, CONTRACTORS, AND OWNERS OF ALL NEW |
| RESIDENTIAL DEVELOPMENT, INCLUDING ADDITIONS, POOLS, |
| PATIOS, DRIVEWAYS, DECKS, OR SIMILAR ITEMS, ON EXISTING |
| PROPERTIES RESULTING IN A DECREASE IN EXCESS OF 800SQ |
| FT OF PERMEABLE LAND AREA ON ANY PARCEL SHALL AS A |
| PERMIT CONDITION, PROVIDE A PROFESSIONALLY PREPARED |
| DRAINAGE PLAN CLEARLY INDICATING COMPLIANCE WITH THIS |
| PARAGRAPH. UPON COMPLETION OF THE IMPROVEMENT, A |
| CERTIFICATION FROM A LICENSED ENGINEER SHALL BE |
| SUBMITTED TO THE INSPECTOR IN ORDER TO RECEIVE APPROVAL |
| OF THE FINAL INSPECTION. |
| |
| 16) 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 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. |
| |
| 17) 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. |
| |
| 18) FEE BALANCE OF $8,025.60. |
| |
| |
| A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A |
| RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| THIS REVIEW. |
| |
| JIM WITMER C. B. O. |
| BUILDING PLAN REVIEW II |
| |
| TEL: (561)805-6715 |
| FAX: (561)805-6731 |
| E-MAIL: [email protected] |
| |
| MEMBER OF BOAF, THE BUILDING OFFICIALS ASSOCIATION OF |
| FLORIDA: PROTECTING LIVES AND PROPERTY SINCE 1953. |
| |
| PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS |
| LAW. UNDER FLORIDA STATE STATUTE SB 80, E-MAIL |
| ADDRESSES ARE PUBLIC RECORDS. 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. |
| |
| |
| |