| Date |
Text |
| 2016-12-09 15:38:17 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16100266 |
| | ADD: 2471 OKEECHOBEE BLVD. SUITE # 7 |
| | CONT: TBD/ TO BE DETERMINED |
| | TEL: NO CONTACT INFO |
| | E-MAIL: NO CONTACT INFO |
| | |
| | 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: FRI. DEC. 09/ 2016 |
| | ACTION: DENIED |
| | |
| | 1-2) COMPLIED. |
| | |
| | 3) SEMI-COMPLIED. SHEET A-7.3 DETAIL 2 SHOWS A 42 INCH |
| | GUARDRAIL/ HANDRAIL SYSTEM. PLEASE NOTE THERE IS NO |
| | HANDRAIL SHOWN IN THE DETAIL. THE 2014 FBC-B SECTION |
| | 1010.9 REQUIRES HANDRAILS ON BOTH SIDES WHEN THE RISE |
| | IS GREATER THAN OF THE RAMP IS GREATER THAN 6 INCHES. |
| | SECTION 1012.2 THE HANDRAIL HEIGHT IS BETWEEN 34 AND 38 |
| | INCHES. |
| | 1012.6 HANDRAIL EXTENSIONS. HANDRAILS SHALL RETURN TO A |
| | WALL, GUARD OR THE WALKING SURFACE OR SHALL BE |
| | CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT |
| | OR RAMP RUN. AT RAMPS WHERE HANDRAILS ARE NOT |
| | CONTINUOUS BETWEEN RUNS, THE HANDRAILS SHALL EXTEND |
| | HORIZONTALLY ABOVE THE LANDING 12 INCHES (305 MM) |
| | MINIMUM BEYOND THE TOP AND BOTTOM OF RAMP RUNS. THE |
| | EXTENSIONS OF HANDRAILS SHALL BE IN THE SAME DIRECTION |
| | OF THE STAIR FLIGHTS AT STAIRWAYS AND THE RAMP RUNS AT |
| | RAMPS. |
| | 1ST ROUND COMMENTS. SHEET A-7.0 SHOWS A NEW SIDE DOOR |
| | AND ACCESS RAMP. SHEET A-7.3 DETAIL A CUT SECTION |
| | THROUGH THE LENGTH OF THE RAMP. THE PLANS DO NOT |
| | PROVIDE THE WIDTH OF THE RAMP NOR INDICATE A TURNING |
| | RADIUS INCOMPLIANCE WITH 2014 FBC-ACCESSIBILITY CODE |
| | 405.7.4 CHANGE IN DIRECTION. |
| | |
| | 4) SEMI-COMPLIED. 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 . |
| | CECO APPROVAL FROM UL IS AN OUT OF DATE 2006 REPORT, |
| | AND NO INSTALLATION INSTRUCTIONS FOR INSTALLATION WERE |
| | PROVIDE WITH THE REPORT. |
| | |
| | (C) PANEL WALLS: STOREFRONTS WINDOW & DOOR COMPLIED. |
| | |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES/ ROOF TOP CURBS/ |
| | ROOF TOP EXHAUST FANS. SEE COMMENT # 6. |
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| | |
| | 5) 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.. |
| | |
| | 6) 2ND REQUEST. SUBMITTED WERE COPIES OF SIGNED AND |
| | SEALED CARRIER MOUNTING OF THE RTU TO THE ROOF TOP |
| | CURB. PLANS, SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS |
| | PREPARED BY THE DESIGN PROFESSIONAL AND BEING FILED FOR |
| | PUBLIC RECORD SHALL HAVE THE SIGNATURE AND SEAL OF THE |
| | DESIGN PROFESSIONAL AFFIXED TO THE DOCUMENT. F. S. |
| | 471.025 |
| | THE SUBMITTED CARRIER DOCUMENTS SHOWS THE PROCEDURE OF |
| | MOUNTING THE RTU TO THE CARRIER CURB BUT THERE IS NO |
| | DOCUMENTS SHOWING HOW THE CURB IS TO BE SECURED TO THE |
| | ROOF FRAMING SYSTEM TO BE SECURED TO THE MWFRS (MAIN |
| | WIND FORCE RESISTING SYSTEM. 2014 FBC-B 1604.4 |
| | ANALYSIS. 2014 FBC-M- 301.15 WIND RESISTANCE |
| | 1ST ROUND OF COMMENTS. SHEET M1 NOTE # 1 INDICATES TO |
| | REPLACE ALL ROOF TOP UNITS. SHEET M3 SHOWS A ROOF TOP |
| | A/C CURB BUT NO INFORMATION AS TO THE ATTACHING OF THE |
| | CURB TO THE ROOF FRAMING PART OF THE (MWFRS) MAIN WIND |
| | FORCE RESISTING SYSTEM. PLEASE PROVIDE ANCHORING OF THE |
| | CURB AND RTU TO RESIST THE MOMENT OF OVERTURNING. |
| | 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. |
| | |
| | 7) 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] |
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