Date |
Text |
2016-03-21 06:40:40 | 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. |
| |
| 1ST REVIEW |
| DATE: FRI. MARCH 18/ 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 |
| 1.1) THE BASIC WIND SPEED, VU, SHALL BE DETERMINED IN |
| ACCORDANCE WITH 1609.3.1 & ASCE 7-10 |
| |
| 1.2) AN IMPORTANCE FACTOR, FIGURE 1609 A-C, ASCE 7-10. |
| |
| 1.3) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN |
| ACCORDANCE WITH 1609.4 & ASCE 7-10 |
| |
| 1.4) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, * |
| SHALL BE DETERMINED FROM TABLE 1609.7.2. |
| ASCE 7-10. |
| |
| 1.5) COMPONENTS & CLADDING PRESSURES POSITIVE & |
| NEGATIVE TABLE 1609.2(2). |
| |
| 2) 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. |
| |
| 3) SHEET A7 & 8 BOTH SHOW DETAILS OF CULTURED STONE |
| VENEER 2008 MIST DRYSTACK LEDGESTONE OWENS CORNING. |
| PLEASE SUBMIT THE MANUFACTURER?S INSTALLATION |
| INSTRUCTIONS. THE PLANS DO NOT INDICATE IF THE STONE IS |
| ATTACHED OR ADHERED. PLEASE PROVIDE COMPLIANCE WITH ONE |
| OF THESE CODE SECTIONS: |
| 2014 FBC-B 1405.6. ANCHORED MASONRY VENEERS |
| 1405.7 STONE VENEERS |
| 1405.10 ADHERED MASONRY VENEERS |
| 1405.10.2 EXTERIOR ADHERED MASONRY VENEERS/ PORCELAIN |
| TILE. |
| |
| 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) 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) 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) IF ZONING REQUIRES A MECHANICAL EQUIPMENT SCREEN FOR |
| THE NEW ROOF TOP EQUIPMENT THEN SHOW COMPLIANCE WITH: |
| FBC-B 1509.6 MECHANICAL EQUIPMENT SCREENS. |
| MECHANICAL EQUIPMENT SCREENS SHALL BE CONSTRUCTED OF |
| THE MATERIALS SPECIFIED FOR THE EXTERIOR WALLS IN |
| ACCORDANCE WITH THE TYPE OF CONSTRUCTION OF THE |
| BUILDING. WHERE THE FIRE SEPARATION DISTANCE IS GREATER |
| THAN 5 FEET (1524 MM), MECHANICAL EQUIPMENT SCREENS |
| SHALL NOT BE REQUIRED TO COMPLY WITH THE |
| FIRE-RESISTANCE RATING REQUIREMENTS. |
| |
| SHEET A4 SHOWS NEW TRAY SLIDES BY OTHERS, PLEASE SHOW |
| COMPLIANCE WITH 2014 FBC-ACCESSIBILITY CODE: |
| |
| 904.5.2 TRAY SLIDES. THE TOPS OF TRAY SLIDES SHALL BE |
| 28 INCHES (710 MM) MINIMUM AND 34 INCHES (865 MM) |
| MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. |
| 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] |
| |