| Date |
Text |
| 2014-09-23 12:23:02 | BUILDING PLAN REVIEW |
| | PERMIT: 14020179 |
| | PCN: 00-42-43-24-00-000-5251 |
| | P. B. C. TO BE ANNEXED |
| | ADD: 2132 INDIAN RD |
| | CONT: CREATIVE CONTRACTING GROUP |
| | TEL: (561)333-1445 |
| | |
| | 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. |
| | |
| | 2010 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. |
| | |
| | NOTICE:!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! |
| | !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! |
| | !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! |
| | CHAPTER 553.80(2)(B) FLORIDA STATUTES STATES THAT A |
| | LOCAL GOVERNMENT SHALL IMPOSE A FEE OF FOUR TIMES THE |
| | FEE FOR |
| | PLAN REVIEW, IF PLANS ARE REJECTED (3) OR MORE TIMES |
| | FOR REPEATED FAILURE TO CORRECT A CODE VIOLATION. |
| | |
| | 3RD REVIEW |
| | DATE: TUES. SEPT. 23/ 2014 |
| | ACTION: DENIED |
| | |
| | 1) ADDRESS/ COMPLIED. |
| | |
| | 2) 3RD REQUEST. THIS SITE IS BEING ANNEXED INTO THE |
| | CITY, IT IS LOCATED WITHIN AN A8 FLOOD ZONE. THE |
| | MINIMUM BASE FLOOD ELEVATION IS 16.00 FT NGVD THE CITY |
| | OF WEST PALM BEACH REQUIRES AN ADDITIONAL 6 INCHES TO |
| | THE BASE FLOOD OR A FINISH FLOOR OF 16.5 FT NGVD. |
| | THE SURVEY INDICATES A FINISH FLOOR OF 16.53 NGVD. |
| | |
| | 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION |
| | 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS. |
| | 107.3.5.1 COMMERCIAL BUILDINGS: |
| | 107.3.5.1.1. BUILDING |
| | 107.3.5.1.1.SITE REQUIREMENTS: FLOOD HAZARD AREAS, |
| | FLOOD ZONES, AND DESIGN FLOOD ELEVATIONS PROVIDE WHAT |
| | THE EXISTING FINISH FLOOR ELEVATION IS IN NDVD. |
| | PLEASE PROVIDE A CURRENT SURVEY SIGNED AND SEALED (2) |
| | ORIGINALS & FLOOD ZONE CERTIFICATES, THIS STRUCTURE IS |
| | LOCATED IN A A8 FLOOD ZONE WITH A REQUIRED 16.00 ELE. |
| | NGVD. THE CITY MUNI CODE FLOOD PREVENTION AND CONTROL |
| | REQUIRES AN ADDITIONAL 6 INCH FREE BOARD FOR |
| | RESIDENTIAL AND FOR COMMERCIAL FLOOD PROOFING FOR THE |
| | SAME 6 INCHES PLUS A ADDITIONAL 6 INCHES IF FLOOD |
| | PROOFING AND THE FLOOR NOT BEING ABOVE 16.5 FT. NGVD. |
| | FBC BUILDING 3110.1.2 / CITY OF WPB CODE OF ORDINANCES |
| | SECTION 94-546. STRUCTURE IS LOCATED IN AN "A" FLOOD |
| | ZONE. A FLOOD ELEVATION CERTIFICATE WILL BE REQUIRED. |
| | PLEASE REVIEW CITY ORDINANCE FOR THE CITY REQUIREMENTS |
| | REQUIRE AN ADDITIONAL 6 INCHES OF ELEVATION |
| | |
| | DURING THE PERMITTING OF THIS STRUCTURE THERE WILL BE |
| | REQUIRED (3) DIFFERENT FLOOD ZONE CERTIFICATES |
| | REQUIRED: |
| | (1) A FLOOD ZONE CERTIFICATE IS REQUIRED AS PART OF THE |
| | PLAN REVIEW DOCUMENTS WITH THE PROPOSED FINISH FLOOR |
| | HEIGHT. |
| | (2) ONCE THE FIRST FLOOR SLAB IS POURED THE 2ND |
| | ELEVATION CERTIFICATE IS REQUIRED |
| | (3) BEFORE THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY |
| | OR A CERTIFICATE OF COMPLETION THE 3RD FLOOD ZONE |
| | CERTIFICATE IS REQUIRED WITH THE HEIGHT OF ALL EXTERIOR |
| | ATTENDANT |
| | A/C PADS OR OTHER SLABS FOR GENERATORS |
| | |
| | FEMA FORM OMB NO. 1660-0008 EXPIRES: |
| | JULY 31,2015 |
| | |
| | FEMA'S NEW ELEVATION CERTIFICATE (EC) WAS APPROVED FOR |
| | USE, EFFECTIVE AUGUST 1/ 2013, THROUGH JULY 31/ 2015. |
| | |
| | 2) SHEET S-2 SEMI-COMPLIED. THE PREVIOUS REVIEW THE |
| | PLAN REVIEWER STATED THIS TO BE A S2 OCCUPANCY. FOR |
| | AUTO REPAIR GAGARES AND BULK TIRE STORAGE WE ARE LOKING |
| | AT A S-1 OCCUPANCY SEE THE 2010 FBC-B 311.2. THE |
| | OCCUPANCY LOADING WOULD BE 300 GSF / 12 OCCUPANTS. |
| | |
| | 3) 3RD REQUEST. STRUCTURAL REQUIREMENTS SHALL INCLUDE: |
| | SOIL CONDITIONS/ANALYSIS- MISSING |
| | 2010 FBC-B 1803.5.2 QUESTIONABLE SOIL. |
| | WHERE THE CLASSIFICATION, STRENGTH OR COMPRESSIBILITY |
| | 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 BE PERMITTED TO REQUIRE THAT A |
| | GEOTECHNICAL INVESTIGATION BE CONDUCTED. |
| | 1803.6 REPORTING. |
| | WHERE GEOTECHNICAL INVESTIGATIONS ARE REQUIRED, A |
| | WRITTEN REPORT OF THE INVESTIGATIONS SHALL BE SUBMITTED |
| | TO THE BUILDING OFFICIAL BY THE OWNER OR AUTHORIZED |
| | AGENT AT THE TIME OF PERMIT APPLICATION |
| | |
| | 4) SEMI -COMPLIED. ENGINEERED PLANS FROM DERIK |
| | SCHENAVAR INDICATE A "C" EXPOSURE BUT THE NEW LUDWIG |
| | STEEL BUILDING PLANS INDICATE A "B" EXPOSURE. |
| | |
| | 5) 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS, |
| | 1609.6.4.41 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)(C) WALL PANELS. |
| | |
| | (31)(D) ROOFING PANELS. |
| | |
| | 6A) THE NEW STEEL BUILDING PLANS BY LUDWIG WILL NEED TO |
| | PROVIDE PRODUCT APPROVALS FOR THE WALL PANELS AND |
| | ROOFING SYSTEMS. 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.. |
| | |
| | 6B) THE LUDWIG STEEL BUILDING PLANS ARE ON 8 1/2 X 11 |
| | SHEETS OF PAPER, THEY DO NOT MEET THE REQUIRED SIZE |
| | REQUIREMENTS FOR RECORD RETENTION. |
| | 107.2.1.4 QUALITY OF BUILDING PLANS. BUILDING PLANS |
| | SHALL BE DRAWN TO A MINIMUM 1/8 INCH SCALE UPON |
| | SUBSTANTIAL PAPER, CLOTH OR OTHER ACCEPTABLE MEDIUM. |
| | THE BUILDING OFFICIAL MAY ESTABLISH THROUGH |
| | DEPARTMENTAL POLICY, OTHER STANDARDS FOR PLANS AND |
| | SPECIFICATIONS, IN |
| | ORDER TO PROVIDE CONFORMITY TO ITS RECORD RETENTION |
| | PROGRAM. THIS POLICY MAY INCLUDE SUCH THINGS AS MINIMUM |
| | SIZE, SHAPE, CONTRAST, CLARITY, OR OTHER ITEMS RELATED |
| | TO RECORDS MANAGEMENT. |
| | |
| | 6C) WITH THE REDUCED SIZE OF THE ENGINEERS SEAL THE |
| | PLANS DO NNOT MEET THE SEAL REQUIREMETS. 61G15-23.001 |
| | SEALS ACCEPTABLE TO THE BOARD. SAID SEAL SHALL BE A |
| | MINIMUM OF 1 7/8 INCHES IN DIAMETER, TO SAY LICENSE NOT |
| | CERTIFICATE. ALL ENGINEERS MUST BE UTILIZING SAID SEAL |
| | NO LATER THAN JANUARY 1, 2006. |
| | |
| | 7) SHEET S-6 & S-10 BOTH INDICATE THE USE OF HELICAL |
| | PILES PER COLUMN, IS THERE A SUPPORTING SOILS REPORT/ |
| | 2010 FBC-B 1803.5.2 QUESTIONABLE SOIL. WHERE THE |
| | CLASSIFICATION, STRENGTH OR COMPRESSIBILITY 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 BE PERMITTED TO REQUIRE THAT A |
| | GEOTECHNICAL INVESTIGATION BE CONDUCTED. NO PRODUCT |
| | INFORMATION FOR THE HELICAL PIERS SHEET S-10 DETAIL # 1 |
| | INDICATES THE USE OF HELICAL PILE WHERE AS DETAIL 2 & 3 |
| | OTH LOOK LIKE AUGER PILE. 107.2.1.3 ADDITIONAL |
| | INFORMATION IS REQUIRED. |
| | |
| | 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 & 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. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
