| Date |
Text |
| 2017-06-29 12:43:17 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16090560 |
| | ADD: 600 OKEECHOBEE BLVD. |
| | CONT: HEDRICK BROTHERS |
| | TEL: 561-267-1309 |
| | 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. |
| | |
| | 4TH REVIEW |
| | DATE: THURS./ JUNE 29/2017 |
| | ACTION:BUILDING PROVISO |
| | |
| | 1) BUILDING PROVISO: PROVIDE COMPLIANCE WITH / 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/ INSULATION/ ROOF |
| | TOP FANS |
| | (G) PRE-ENGINEERED A/C STANDS |
| | |
| | 2) BUILDING PROVISO: DEFERRED SUBMITTAL. 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.. |
| | |
| | 3) BUILDING PROVISO: DEFERRED SUBMITTAL. SHEET A1.1 |
| | SHOWS A NEW A/C STAND PLEASE PROVIDE COMPLIANCE WHEN |
| | SUBMITTING THE ROOF TOP STAND PRODUCT APPROVAL, PLEASE |
| | IDENTIFY THE CALCULATION OF THE AREA OF THE ROOF TOP |
| | COMPRESSORS, THE MEAN ROOF HEIGHT OF THE STAND AND |
| | COMPRESSORS, WEIGHT, CIRCLED THE DESIGN PARAMETERS IN |
| | THE TABLES , ANCHORS AND UPLIFT VERSES MOMENT. |
| | 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. |
| | |
| | 4) BUILING PROVISO: THE CONTRACTOR IS REQUIRED TO |
| | PROVIDE WELD PROCEDURE SPECIFICATIONS & WELDER WELD |
| | OPERATOR PERFORMANCE QUALIFICATION RECORDS IN |
| | ACCORDANCE WITH THE REFERENCED STANDARD. 2014 FBC-B |
| | 2204.1 WELDING. THE DETAILS OF DESIGN, WORKMANSHIP AND |
| | TECHNIQUE FOR WELDING, INSPECTION OF WELDING AND |
| | QUALIFICATION OF WELDING OPERATORS SHALL CONFORM TO THE |
| | REQUIREMENTS OF THE SPECIFICATIONS LISTED IN SECTIONS |
| | 2205, 2206, 2207, 2210 AND 2211. |
| | |
| | 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] |
| | |
