| Date |
Text |
| 2015-09-27 07:49:01 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 15090106 |
| | ADD: 1301 SUMMIT BLVD./ RENOVATIONS TO WHITE ALLIGATOR |
| | EXHIBIT. |
| | CONT: CAG CONSTRUCTION |
| | TEL: ( 321)622-6900 |
| | 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: SUN. SEPT. 27/ 2015 |
| | ACTION: DENIED |
| | |
| | 1) THE COVERSHEET INDICATES THE PLANS WERE DESIGNED |
| | UNDER THE 2010 FBC. PLEASE NOTE PLANS SUBMITTED ON OR |
| | AFTER JUNE 30TH/ 2015 ARE TO BE DESIGNED UNDER THE 2014 |
| | FBC, 5TH EDITION OF THE FLORIDA BUILDING CODE. |
| | |
| | 2) SHEET A-001 THE COVER SHEET LIST THE OCCUPANCY TYPE |
| | AS U- OCCUPANCY (LIVESTOCK SHELTER) , IT WOULD APPEAR |
| | SINCE THE PUBLIC STOPS AND VIEWS THE VARIOUS DISPLAYS |
| | THE OCCUPANCY WOULD BE IN LINE OF A MUSEUM OR AN A3 |
| | OCCUPANCY. THE PUBLIC WOULD NOT BE GOING AROUND IN A |
| | LIVE STOCK SHELTER VIEWING A DISPLAY. |
| | |
| | 3) PLEASE PROVIDE A SURVEY WITH THE PROPOSED LOCATION |
| | OF STRUCTURES, THE PROPERTY IS LOCATED IN AN A-7 FLOOD |
| | ZONE. FLOOD ZONE CERTIFICATES |
| | FBC BUILDING 1612 AND 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. FINISH |
| | FLOOR ELEVATION OF 12 FT. - |
| | 6 INCHES OR HIGHER. |
| | |
| | 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 |
| | ATTENDANTS |
| | 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. |
| | FORM. ADDITIONAL INFORMATION ON THE DIFFERENCES, THE |
| | NEW FORM, AND INSTRUCTIONS ARE AVAILABLE AT: |
| | HTTP://WWW.FEMA.GOV/BUSINESS/NFIP/ELVINST.SHTM |
| | |
| | THE PERMIT APPLICATION INDICATES THE PROPOSED VALUE OF |
| | THIS PROJECT IS $200,000.00 DOLLARS IN VALUE. PLEASE |
| | PROVIDE COST IN THE PAST FOR THIS STRUCTURE AND THE |
| | ESTIMATED VALUE OF THE STRUCTURE AS PRESENTLY |
| | CONFIGURED. THE W. P. B. MUNI CODE DEFINITIONS: |
| | SUBSTANTIAL IMPROVEMENT MEANS ANY COMBINATION OF |
| | REPAIRS, RECONSTRUCTION, ALTERATION, OR IMPROVEMENTS TO |
| | A STRUCTURE, TAKING PLACE DURING THE LIFE OF A |
| | STRUCTURE, IN WHICH THE CUMULATIVE COST EQUALS OR |
| | EXCEEDS 50 PERCENT OF THE MARKET VALUE OF THE |
| | STRUCTURE. THE MARKET VALUE OF THE STRUCTURE SHOULD BE |
| | THE APPRAISED VALUE OF THE STRUCTURE PRIOR TO THE START |
| | OF THE INITIAL REPAIR OR IMPROVEMENT, OR IN THE CASE OF |
| | DAMAGE, THE VALUE OF THE STRUCTURE PRIOR TO THE DAMAGE |
| | OCCURRING. FOR THE PURPOSES OF THIS DEFINITION, |
| | "SUBSTANTIAL IMPROVEMENT" IS CONSIDERED TO OCCUR WHEN |
| | THE FIRST ALTERATION OF ANY WALL, CEILING, FLOOR, OR |
| | OTHER STRUCTURAL PART OF THE BUILDING COMMENCES, |
| | WHETHER OR NOT THAT ALTERATION AFFECTS THE EXTERNAL |
| | DIMENSIONS OF THE STRUCTURE. THE TERM "SUBSTANTIAL |
| | IMPROVEMENT" DOES NOT, HOWEVER, INCLUDE ANY IMPROVEMENT |
| | OF A STRUCTURE TO COMPLY WITH EXISTING HEALTH, |
| | SANITARY, OR SAFETY CODES WHICH ARE SOLELY NECESSARY TO |
| | ENSURE SAFE LIVING CONDITIONS. |
| | |
| | SEC. 94-546. - PROVISIONS FOR FLOOD HAZARD REDUCTION. |
| | (2) NONRESIDENTIAL CONSTRUCTION. ALL NEW CONSTRUCTION |
| | OR SUBSTANTIAL IMPROVEMENT OF ANY COMMERCIAL, |
| | INDUSTRIAL OR OTHER NONRESIDENTIAL STRUCTURE SHALL |
| | EITHER HAVE THE LOWEST FLOOR, INCLUDING BASEMENT, |
| | ELEVATED TO THE LEVEL OF SIX INCHES ABOVE THE BASE |
| | FLOOD ELEVATION OR, TOGETHER WITH ATTENDANT UTILITY AND |
| | SANITARY FACILITIES, BE FLOODPROOFED SO THAT BELOW SIX |
| | INCHES ABOVE THE FLOOD BASE LEVEL THE STRUCTURE IS |
| | WATERTIGHT, WITH WALLS SUBSTANTIALLY IMPERMEABLE TO THE |
| | PASSAGE OF WATER AND WITH STRUCTURAL COMPONENTS HAVING |
| | THE CAPABILITY OF RESISTING HYDROSTATIC AND |
| | HYDRODYNAMIC LOADS AND EFFECTS OF BUOYANCY. A |
| | REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT SHALL |
| | CERTIFY THAT THE STANDARDS OF THIS SUBSECTION ARE |
| | SATISFIED. SUCH CERTIFICATION SHALL BE PROVIDED TO THE |
| | CITY ENGINEER. |
| | |
| | NOTE IF THE EXISITNG STRUCTURE IS BELOW THE BASE FLOOD |
| | ELEVATION OF 12 FT. 6 INCHES AND SUBSTANIAL |
| | IMPROVEMENTS ARE OVER THE 50% OF THE ASSESSED VALUE OF |
| | THE STRUCTURE ANOTHE OPTION IS TO INSTALL FLOOD VENTS |
| | TO ALLOW THE WATERS TO FLOW THROUGH AND RECEDE WHEN THE |
| | FLOOD STAGE IS OVER. PLEASE NOTE ANY NEW WORK |
| | RESTROOMS, ELECTRICAL EQUIPMENT & A/C CONDENSORS WILL |
| | NEED TO BE SET ABOVE THE 12FT. 6 INCH ELEVATION AND |
| | FLOOD ELEVATIONS ARE REQUIED. |
| | |
| | 4) SHEET S0.1 UNDER THE HEADING OF FOUNDATIONS |
| | INDICATES THERE IS TO HAVE A SOILS REPORT INVESTIGATION |
| | THIS SITE HAS QUESTIONABLE SOILS IN BEARING CAPACITY. |
| | THIS REVIEW CYCLE NO SUCH REPORT HAS BEEN SUBMITTED. |
| | 2014 FBC-B 1803.5.2 QUESTIONABLE SOILS. THIS REPORT IS |
| | ALSO TO PROVIDE WHAT THE MINIMUM SAFE BEARING CAPACITY |
| | OF THE SOILS WILL BE. |
| | |
| | 5) SHEET S0.1 LIST THE 2014 FBC-B AND ASCE 7-10, |
| | EXPOSURE C FOR THE WIND DESIGN. IN THE LOWER RIGHT |
| | SECTION OF THIS SAME SHEET THE WIND DESIGN IS INDICATED |
| | AS ASCE 7-98 125 MPH, EXPOSURE B AND ALL ASSOCIATED |
| | PRESSURES ARE BLANK!!!!!!!!!!! |
| | 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 (KM/HR) 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). |
| | |
| | 6) PROVIDE PRODUCT APPROVALS FOR THE FOLLOWING ITEMS. |
| | 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, WALL LOUVERS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES |
| | (F) SKYLIGHT REPAIR OR REPLACEMENT? |
| | |
| | 7) 2010 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.. |
| | |
| | 8) 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] |
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