| Date |
Text |
| 2015-01-09 17:15:59 | BUILDING PLAN REVIEW |
| | PERMIT: 14120816 |
| | ADD: 8100 IBIS BLVD |
| | CONT: RIGHT ANGLE CONSTRUCTION |
| | TEL: (561)313-3301 |
| | |
| | 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. |
| | |
| | 1ST REVIEW |
| | DATE: FRI. JAN. 09/2015 |
| | ACTION: DENIED |
| | |
| | 1)SHEET C1 OF 1 NOTES 22 & 23 MAKE THIS PLAN APPEAR TO |
| | BE A STATE APPROVED BUILDING UNDER THE MODULAR BUILDING |
| | PROGRAM. CONCRETE MODULAR SYSTEMS DOES NOT HAVE THIS |
| | MODEL LISTED AS STATE APPROVED NOR DOES IT LIST A STATE |
| | PLAN REVIEW APPROVAL. THE ENGINEER OF RECORD WILL HAVE |
| | TO SIGN AND DATE EACH PAGE OF HE PLANS AND THE COVER |
| | SHEET OF CALCULATION WITH INDEX SHEET WILL ALSO NEED TO |
| | BE SIGNED AND DATED. |
| | |
| | 61G15-23.002(2) FL. ADMIN. CODE. PLANS SIGNED & SEALED |
| | BY A PROFESSIONAL ENGINEER SHALL INCLUDE EITHER THE: |
| | NAME, ADDRESS AND LICENSE NUMBER OF THE ENGINEER OR, |
| | THE NAME AND LICENSE NUMBER OF THE ENGINEER AND THE |
| | NAME, ADDRESS AND CERTIFICATE OF AUTHORIZATION NUMBER |
| | OF THE ENGINEERING BUSINESS THROUGH WHICH THE ENGINEER |
| | IS PRACTICING (471.025 F.S. AND 471.023 F.S.). |
| | |
| | 61G15-23.002(2) FL. ADMIN. CODE. A COVER SHEET OR INDEX |
| | SHEET FOR ENGINEERING SPECIFICATIONS MAY BE USED AND |
| | THAT SHEET MUST BE SIGNED IN RESPONSIBLE CHARGE OF THE |
| | PRODUCTION & PREPARATION OF EACH SECTION OF THE |
| | ENGINEERING SPECIFICATION WITH SUFFICIENT INFORMATION |
| | ON THE COVER SHEET OR INDEX. |
| | |
| | 2) 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)(A) EXTERIOR DOORS. |
| | ((C) WALL LOUVERS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES |
| | (F) SKYLIGHTS WILL NEED TO MEET LARGE MISSILE IMPACT |
| | TESTING. |
| | |
| | 3) 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. |
| | |
| | 4) 107.2.1.2 FOR ROOF ASSEMBLIES REQUIRED BY THE CODE, |
| | THE CONSTRUCTION DOCUMENTS SHALL ILLUSTRATE, DESCRIBE |
| | AND DELINEATE THE TYPE OF ROOFING SYSTEM, MATERIALS, |
| | FASTENING REQUIREMENTS, FLASHING REQUIREMENTS AND WIND |
| | RESISTANCE RATING THAT ARE REQUIRED TO BE INSTALLED. |
| | PRODUCT EVALUATION AND INSTALLATION SHALL INDICATE |
| | COMPLIANCE WITH THE WIND CRITERIA REQUIRED FOR THE |
| | SPECIFIC SITE OR A STATEMENT BY AN ARCHITECT OR |
| | ENGINEER FOR THE SPECIFIC SITE MUST BE SUBMITTED WITH |
| | THE CONSTRUCTION DOCUMENTS. |
| | |
| | 5) STRUCTURAL CALCULATIONS FOR B1798 SHOW V 140 MPH, IS |
| | THIS VULT OR VASD? THE PRESSURES WILL VARY GREATLY.IT |
| | APPEARS THE BUILDING CATEGORY IS DESIGNED AS A II WHICH |
| | WOULD REFLECT A 140 MPH VASD, PLEASE VERIFY ON PLANS. |
| | |
| | 6) SKYLIGHT DETAIL SHEET D1 OF 1 NEEDS TO BE UPDATED IN |
| | DESIGN TO THE 2010 FBC-B ASCE 7-10. |
| | |
| | 7) SHEET C1 OF 1 ALSO INDICATES A SINGLE WATER FOUNTAIN |
| | PLEASE SHOW CONFORMANCE WITH 2010 FBC-ACCESSIBILITY |
| | 211.2 MINIMUM NUMBER. NO FEWER THAN TWO DRINKING |
| | FOUNTAINS SHALL BE PROVIDED. ONE DRINKING FOUNTAIN |
| | SHALL COMPLY WITH 602.1 THROUGH 602.6 AND ONE DRINKING |
| | FOUNTAIN SHALL COMPLY WITH 602.7. |
| | |
| | 8) NO SOILS REPORT WAS SUBMITTED SHOWING HOW THE |
| | MINIMUM SAFE BEARING VALUE OF 2000 PSF WILL BE |
| | ACHIEVED. 2010 FBC-B 1803.5.2. |
| | |
| | 9) SHEET S1 NOTE 2 INDICATES SEE SHEET 3 FOR |
| | FOUNDATION. SHEET 3 INDICATES FLOOR SLAB DESIGN IS |
| | BASED ON A FOUNDATION SYSTEM (PROVIDED BY OTHERS), NO |
| | FOUNDATION DESIGN WAS PROVIDED. 2010 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION, MINIMUM PLAN REVIEW CRITERIA FOR |
| | COMMERCIAL BUILDINGS 107.3.5.1.1 (8) FOUNDATIONS . |
| | |
| | 10) 2010 FBC-B 1809.4 DEPTH AND WIDTH OF FOOTINGS. THE |
| | MINIMUM DEPTH OF FOOTINGS BELOW THE UNDISTURBED GROUND |
| | SURFACE SHALL BE 12 INCHES (305 MM). WHERE APPLICABLE, |
| | THE REQUIREMENTS OF SECTION 1809.5 SHALL ALSO BE |
| | SATISFIED. THE MINIMUM WIDTH OF FOOTINGS SHALL BE 12 |
| | INCHES (305 MM). |
| | |
| | 11) PLEASE PROVIDE COMPLIANCE WITH 2010 FBC-B 1816.1 |
| | TERMITE PROTECTION. |
| | |
| | 12) THE PLANS FAIL TO PROVIDE HOW THE BUILDING IS |
| | DESIGNED TO TRANSFER THE LOADS OF UPLIFT, LATERAL |
| | LOADS, FROM SLIDDING, MISSING TIE IN TO THE FOUNDATION, |
| | MAIN WIND FORCE RESISTING SYSTEM. 1609.6.4 DESIGN |
| | PROCEDURE. THE MWFRS AND THE COMPONENTS AND CLADDING OF |
| | EVERY BUILDING OR OTHER STRUCTURE SHALL BE DESIGNED FOR |
| | THE PRESSURES CALCULATED USING EQUATION 16-34. |
| | |
| | 13) 1503.7 PROTECTION AGAINST DECAY AND TERMITES. |
| | CONDENSATE LINES AND ROOF DOWNSPOUTS SHALL DISCHARGE AT |
| | LEAST 1 FOOT (305 MM) AWAY FROM THE STRUCTURE SIDEWALL, |
| | WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR |
| | SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON |
| | ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 MM) |
| | HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON |
| | A ROOF ABOVE ANOTHER ROOF. |
| | |
| | 14) PLEASE PROVIDE COMPLIANCE WITH 2010 FBC-B 1203.4.1 |
| | VENTILATION AREA REQUIRED. THE MINIMUM OPENABLE AREA TO |
| | THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING |
| | VENTILATED. |
| | |
| | 15) 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 |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
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