| Date |
Text |
| 2016-06-16 13:31:39 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16030222 |
| | ADD: 5400 EAST AVENUE |
| | CONT: STUART & SHELBY DEVELOPMENT |
| | TEL: 561-637-7902 |
| | 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: THURS. JUNE 16/ 2016 |
| | ACTION: DENIED |
| | |
| | 1)SHEET A9 INDICATES THE WINDOW AND EXTERIOR DOOR |
| | POSITIVE & NEGATIVE PRESSURES. PLEASE PROVIDE WHERE THE |
| | WIND DESIGN CRITERIA CAN BE LOCATED IN THE PLANS. |
| | 2010 FBC-B 1609.1.1 DETERMINATION OF WIND DESIGN- |
| | CHAPTER 6 OF ASCE 7-10. |
| | 1609.3 BASIC WIND SPEED FIGURE 1609.A-C |
| | 1609.3 WIND SPEED CONVERSION |
| | |
| | |
| | 2A) SEMI- REQUIRED, PLEASE CIRCLE WHICH APPLICATION |
| | METHOD WILL BE USED TO INSTALL THIS TYPE SHUTTER. |
| | SHEET A7 SHOWS A WHITE BAHAMA STYLE SHUTTER, PLEASE |
| | PROVIDE IF THIS RIGID AWNING WILL STAY AS POSITIONED OR |
| | REPOSITIONED TO CLOSE AN OPENING WHEN THE BUILDING IS |
| | UNATTENDED OR ACT AS A STORM SHUTTER, THE DESIGN IN THE |
| | CLOSED POSITION SHALL ALSO COMPLY WITH CHAPTER 16 AND |
| | SHALL BE IMPACT RESISTANT IN ACCORDANCE WITH SECTION |
| | 1609.1.2 FBC-B. |
| | |
| | 2B) NEW COMMENT. SUBMITTED FLORIDA PRODUCT APPROVAL |
| | TRULITE 351 SERIES ALUM OUTSWING DRY GLAZED DOORS FL# |
| | 17086 DOES NOT HAVE THE FLORIDA COVERSHEET SHOWING IT |
| | IS STILL AN APPROVED REPORT. THIS REPORT NOT LISTED ON |
| | THE FLORIDA APPROVAL WEBSITE. COMPLIANCE WITH 2014 |
| | FBC-B 1609.4.4.1. |
| | |
| | 3) COMPLIED. 2008 MIST DRYSTACK LEDGESTONE OWENS |
| | CORNING. |
| | |
| | 4A) FLOOD ZONE COMMENT. THE CITY IS IN RECEIPT OF THE |
| | FLOOD ZONE CERTIFICATE FOR 5400 EAST AVE. SURVEYORS |
| | NAME: JAMES G. PEDEN, JR. DATED 6/12/2015. PLEASE NOTE |
| | THIS CERTIFICATE IS NOT SIGNED NOR SEALED BY THE |
| | SURVEYOR. SURVEYORS: F. S. 472.025 SEALS. THE FINISH |
| | FLOOR IS GIVEN AT ELEVATION 17.1 FT. NGVD. |
| | |
| | 4B) THE CITY HAS ALSO REVIEWED THE BUILDING EVALUATION |
| | REPORT PREPARED BY BOYLE & DRAKE INC. LISTING THE |
| | MARKET VALUE OF THE STRUCTURE AT $2,435,000.00 DOLLARS. |
| | 50% OF THE MARKET VALUE IS $1,217,500.00 DOLLARS. |
| | |
| | 4C) THE CITY?S MUNI CODE UNDER THE DEFINITION OF |
| | SUBSTANTIAL IMPROVEMENT IS FOUND UNDER ARTICLE XIX |
| | DEFINITIONS, SECTION 94-611. |
| | 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. |
| | |
| | 4D) SINCE SUBSTANTIAL IMPROVEMENT HAS BEEN MET WITH THE |
| | RENOVATION PERMIT (01040625/ VALUE OF |
| | $150,000.00)TO THIS BUILDING. $1,075,000 (APPLIED |
| | PERMIT VALUE) + $150,000.00 = $ 1,225,000.00 WHICH IS |
| | GREATER THAN $1,217,500.00 OR 50% OF THE STRUCTURE |
| | SUBSTANTIAL IMPROVEMENT HAS BEEN MET. |
| | |
| | 4E) SINCE IS A COMMERCIAL BUILDING ( NONRESIDENTIAL) |
| | FLOOD PROOFING IS A OPTION TO MEET CODE COMPLIANCE. |
| | WEST PALM BEACH MUNI CODE: |
| | SEC. 94-546 (B) AREAS OF SPECIAL FLOOD HAZARD WITH BASE |
| | FLOOD ELEVATION PROVIDED. (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. |
| | |
| | 1ST ROUND COMMENT. 4) PLEASE NOTE THIS PROPERTY IS |
| | LOCATED WITHIN AN AH FLOOD ZONE. 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. |
| | |
| | DURING THE PERMITTING OF THIS STRUCTURE THERE WILL BE |
| | REQUIRED (2) 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) BEFORE THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY |
| | OR A CERTIFICATE OF COMPLETION THE 2ND 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 |
| | |
| | 5)SEMI-COMPLIED. THE SUBMITTED WIND ENGINEERING FOR THE |
| | RTU'S AND CURBS IS INCOMPLETE. |
| | A) THE SUBMITTAL IS ONLY FOR THE LENNOX UNIT RTU-9. THE |
| | CARRIER UNIT RTU-7 WAS NOT INCLUDED. |
| | B) THE LENNOX SUBMITTAL DOES NOT INCLUDE THE CURB AND |
| | CURB ATTACHMENT TO THE STRUTURE. |
| | C) THE SUBMITTAL WAS A COPY AND DID NOT HAVE AN |
| | ORIGINAL SIGNATURE AND SEAL. FL ADMIN CODE 61G15-23.002 |
| | ENGINEERS. |
| | |
| | COMMENT 1ST ROUND REVIEW, SHEET M1.1 SHOWS A NEW ROOF |
| | TOP RTU # 9 PLEASE PROVIDE ENGINEERING FOR THE FRAMING |
| | AROUND THE NEW ROOF TOP HOLE FOR THIS UNIT. ALSO |
| | PROVIDE THE MANUFACTURERS INSTALLATION INSTRUCTIONS, IF |
| | A PRODUCT APPROVAL PLEASE PROVIDE AS WELL AS THE TIE |
| | DOWN OF THE RTU TO THE CURB. |
| | 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(D) ROOFING PRODUCTS AND ASSEMBLIES/ CURBS/ ROOF TOP |
| | FANS |
| | FOR ALL ROOF TOP EQUIPMENT, CURBS OR A/C STANDS, |
| | DETAILED ATTACHMENT TO THE ROOF DECK AS WELL AS FROM |
| | THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE. 2014 |
| | FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL |
| | MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY |
| | METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT |
| | EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY |
| | AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES. |
| | EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE |
| | OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES |
| | SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND |
| | LOADS? |
| | |
| | 2014 FBC-M- 301.15 WIND RESISTANCE. MECHANICAL |
| | EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO |
| | WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE WIND |
| | PRESSURES DETERMINED IN ACCORDANCE WITH THE FLORIDA |
| | BUILDING CODE, BUILDING. |
| | |
| | 6) COMPLIED. 107.3.4.1 THOSE PRODUCTS WHICH ARE |
| | REGULATED BY DCA RULE 9N-3 SHALL BE REVIEWED AND |
| | APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO |
| | SUBMITTAL FOR JURISDICTIONAL APPROVAL. |
| | |
| | 7) COMPLIED. NOT REQUIRED. FBC-B 1509.6 MECHANICAL |
| | EQUIPMENT SCREENS. |
| | |
| | 8) COMPLIED. 2014 FBC-ACCESSIBILITY CODE904.5.2 TRAY |
| | SLIDES. |
| | |
| | 9) 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] |
| | |
