| Date |
Text |
| 2016-10-27 14:10:56 | 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. |
| | |
| | 1ST REVIEW |
| | DATE: THURS. OCT. 2016 |
| | ACTION: DENIED |
| | |
| | 1) THE COVERSHEET A-0.0 AREA OF TENANT SPACE AND |
| | OCCUPANT LOAD VERSES SHEET A-7.0 THE LIFE SAFETY |
| | SUMMARY CHART DOES NOT MATCH UP TO SQUARE FOOT AREA NOR |
| | OCCUPANT LOADS. 107.2.1.3 DISCREPANCIES IN PLANS, AND |
| | 2014 FBC-B TABLE 1004.1.2. |
| | |
| | 2) SHEET A-7.0 THE WIND DESIGN PRESSURES FOR THE FRONT |
| | DOOR APPEAR TO BE IN VULT WHEREAS THE PRESSURES FOR THE |
| | NEW SIDE DOOR APPEAR TO BE IN VULT BUT A LITTLE LOW. |
| | 2014 COMPONENTS & CLADDING PRESSURES POSITIVE & |
| | NEGATIVE TABLE 1609.2(2). |
| | 3) 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) 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, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES/ ROOF TOP CURBS/ |
| | ROOF TOP EXHAUST FANS |
| | |
| | 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) 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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