| Date |
Text |
| 2016-09-21 12:22:41 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16080368 |
| | ADD: 5800 CORPORATE WAY |
| | CONT: GEN-X CONSTRUCTION |
| | TEL: 561-963-4490 |
| | 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. |
| | |
| | 2ND REVIEW |
| | DATE: WED. SEPT. 21/ 2016 |
| | ACTION: DENIED |
| | |
| | 1) COMPLIED. SCOPE OF WORK IS FOR THE 6,000 SQ. FT. |
| | BUILDING. |
| | |
| | 2)2ND REQUEST. FLOOD ELEVATION CERTIFICATE. PLEASE NOTE |
| | COPIES OF FLOOD ZONE CERTIFICATES WERE PROVIDED. THE |
| | DOCUMENTS SUBMITTED DO NOT HAVE THE SURVEYORS SEAL, (2) |
| | ORIGINALS WILL BE REQUIRED FOR EACH STRUCTURE. |
| | THE MAIN 6,000 SQUARE FOOT BUILDING WAS BUILT (1976) |
| | PRE-FIRM (COMMUNITY PANEL NUMBER 120229 0015B EFFECTIVE |
| | DATE MARCH 01/ 1979) MEANING BEFORE THERE WERE FLOOD |
| | ELEVATION REQUIREMENTS. THIS BUILDING WILL HAVE TO MEET |
| | THE REQUIREMENTS OF SUBSTANTIAL IMPROVEMENTS SINCE THE |
| | VALUE OF THE IMPROVEMENT IS 0.866 % OF THE VALUE OF THE |
| | IMPROVEMENT VALUE OF THE STRUCTURE. FOR NON-RESIDENTIAL |
| | STRUCTURES EITHER THE RAISING OF THE BUILDING, OR |
| | RAISING THE FLOOR OR MEETING THE REQUIREMENTS OF |
| | DRY-FLOOD PROOFING. PLEASE REVIEW FEMA?S TECHNICAL |
| | BULLETIN 3-93 NON-RESIDENTIAL |
| | FLOODPROOFING-REQUIREMENTS AND CERTIFICATION FOR |
| | BUILDINGS LOCATED IN SPECIAL FLOOD HAZARD AREAS IN |
| | ACCORDANCE WITH THE NATIONAL FLOOD INSURANCE PROGRAM. |
| | PLEASE SELECT WHICH METHOD OF CODE COMPLIANCE WILL BE |
| | SELECTED TO ENSURE COMPLIANCE WITH |
| | 2014 FBC-B 1612.5 FLOOD HAZARD DOCUMENTATION. |
| | 107.3.5.1.1. MINIMUM PLAN REVIEW DOCUMENTS (8) FLOOD |
| | REQUIREMENTS IN ACCORDANCE WITH SECTION 1612, INCLUDING |
| | LOWEST FLOOR ELEVATIONS, ENCLOSURES, FLOOD |
| | DAMAGE-RESISTANT MATERIALS. |
| | ======================================================= |
| | ================ |
| | 1ST ROUND OF REVIEW COMMENTS. PLEASE NOTE THIS |
| | STRUCTURE IS BUILT IN AN A8 FLOOD ZONE. FBC BUILDING |
| | 1612 AND CITY OF WPB CODE OF ORDINANCES SECTION 94-546. |
| | STRUCTURE IS LOCATED IN AN "A8" FLOOD ZONE. A FLOOD |
| | ELEVATION CERTIFICATE WILL BE REQUIRED. PLEASE REVIEW |
| | CITY ORDINANCE FOR THE CITY REQUIREMENTS REQUIRE AN |
| | ADDITIONAL 6 INCHES OF ELEVATION. BASE FLOOD FOR THE A8 |
| | FLOOD ZONE IS 14.0 FT. NGVD PLUS AN ADDITIONAL 6 INCH |
| | FREEBOARD REQUIRED BY AND CITY OF WPB CODE OF |
| | ORDINANCES SECTION 94-546. |
| | |
| | PLEASE NOTE THIS STRUCTURE WILL ALSO HAVE TO MEET THE |
| | REQUIREMENTS OF SUBSTANTIAL IMPROVEMENTS. THE P.B.C. |
| | PROPERTY APPRAISERS OFFICE LIST THE VALUE FOR THE |
| | STRUCTURE AS $489,474.00 THE VALUE OF THE PROJECT IS |
| | $424,000.00 IN VALUE WELL OVER THE 50 % OF THE VALUE |
| | FOR THE STRUCTURE. ANY FLOORS AND OR ATTENDANT |
| | EQUIPMENT PADS WILL NEED TO BE ABOVE THE 14.5 FEET |
| | NGVD. |
| | |
| | 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 NEW FORM AVAILABLE JUNE 13/2016. |
| | OMB NO. 1660-0008 |
| | EXPIRATION DATE: NOV. 30/2018 |
| | HTTP://WWW.FEMA.GOV/BUSINESS/NFIP/ELVINST.SHTM |
| | |
| | 3) COMPLIED. ENERGY. |
| | |
| | 4) COMPLIED. |
| | |
| | 5) SEMI ?COMPLIED. SHEET 07 NOW SHOWS THE 4 ELEVATIONS |
| | OF THE BUILDING AND ALL WINDOWS AND DOORS. THERE IS |
| | STILL NO WIND DESIGN CRITERIA NOR PRESSURES. |
| | |
| | 1ST ROUND COMMENT. THE PLANS SHEET 02 HAS A NOTE THAT |
| | ALL EXTERIOR WINDOWS AND DOORS ARE TO BE REMOVED, SHEET |
| | 07 ONLY SHOWS THE NORTH & EAST ELEVATIONS WHERE THE |
| | WINDOWS AND DOORS ARE BEING REPLACED, PLEASE PROVIDE |
| | THE OTHER ELEVATIONS AS WELL. PLEASE NOTE THERE ARE NO |
| | ARCHITECTURAL OR STRUCTURAL SHEETS PROVIDING THE WIND |
| | DESIGN CRITERIA AND PRESSURES FOR THE OPENINGS. |
| | 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). |
| | 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. |
| | |
| | |
| | |
| | 6) UNTIL THERE ARE PRESSURES THE PRODUCT APPROVALS CAN |
| | NOT BE REVIEWED. 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, |
| | |
| | 7) SHEET 08 SHOWS INSULATION LAYING DIRECTLY ON DROPPED |
| | CEILINGS. (SOUND CONTROL ONLY). |
| | |
| | 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. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION |
| | DEVELOPMENT SERVICES DEPARTMENT |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
