| Date |
Text |
| 2019-04-10 14:40:50 | BUILDING PLAN REVIEW |
| | 2017 FLORIDA BUILDING CODE, 6TH EDITION W/2017 WEST |
| | PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, |
| | CHAPTER 1 ADMINISTRATION |
| | |
| | JOSEAN A. DUPREY E.I., BN, PX |
| | BUILDING PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION |
| | TEL: 561-805-6716 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | 1ST REVIEW |
| | RESULTS: DENIED |
| | YOUR SUBMITTAL IS DEFICIENT FOR THE REASONS LISTED |
| | BELOW. |
| | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
| | |
| | 1. PLEASE PROVIDE PROOF OF COMPLIANCE WHERE ROOF |
| | DIAPHRAGMS, CONNECTIONS OF THE ROOF DIAPHRAGM TO ROOF |
| | FRAMING MEMBERS, AND ROOF-TO-WALL CONNECTIONS SHALL BE |
| | EVALUATED FOR THE WIND LOADS SPECIFIED IN THE FLORIDA |
| | BUILDING CODE, BUILDING, INCLUDING WIND UPLIFT. FBC |
| | EXISTING FBC 1205.1; FBC EXISTING 707.3.2 |
| | |
| | 1205.1 STRICT COMPLIANCE. |
| | |
| | HISTORIC STRUCTURES OR PORTIONS OF SUCH STRUCTURES THAT |
| | DO NOT STRICTLY COMPLY WITH THIS CODE SHALL BE |
| | CONSIDERED TO BE IN COMPLIANCE IF IT CAN BE SHOWN TO |
| | THE SATISFACTION OF THE BUILDING CODE OFFICIAL THAT |
| | EQUIVALENT PROTECTION HAS BEEN PROVIDED OR THAT NO |
| | HAZARD WILL BE CREATED OR CONTINUED THROUGH |
| | NONCOMPLIANCE. |
| | |
| | |
| | [BS] 707.3.2 ROOF DIAPHRAGMS RESISTING WIND LOADS IN |
| | HIGH-WIND REGIONS. |
| | |
| | WHERE ROOFING MATERIALS ARE REMOVED FROM MORE THAN 50 |
| | PERCENT OF THE ROOF DIAPHRAGM OR SECTION OF A BUILDING |
| | LOCATED WHERE THE ULTIMATE DESIGN WIND SPEED, VULT, |
| | DETERMINED IN ACCORDANCE WITH FIGURE 1609.3(1) OF THE |
| | FLORIDA BUILDING CODE, BUILDING, IS GREATER THAN 115 |
| | MPH (51 M/S), AS DEFINED IN SECTION 1609 (THE |
| | HIGH-VELOCITY HURRICANE ZONE SHALL COMPLY WITH SECTION |
| | 1620) OF THE FLORIDA BUILDING CODE, BUILDING, ROOF |
| | DIAPHRAGMS, CONNECTIONS OF THE ROOF DIAPHRAGM TO ROOF |
| | FRAMING MEMBERS, AND ROOF-TO-WALL CONNECTIONS SHALL BE |
| | EVALUATED FOR THE WIND LOADS SPECIFIED IN THE FLORIDA |
| | BUILDING CODE, BUILDING, INCLUDING WIND UPLIFT. IF THE |
| | DIAPHRAGMS AND CONNECTIONS IN THEIR CURRENT CONDITION |
| | ARE NOT CAPABLE OF RESISTING AT LEAST 75 PERCENT OF |
| | THOSE WIND LOADS, THEY SHALL BE REPLACED OR |
| | STRENGTHENED IN ACCORDANCE WITH THE LOADS SPECIFIED IN |
| | THE FLORIDA BUILDING CODE, BUILDING. |
| | |
| | EXCEPTIONS: |
| | |
| | 1.THIS SECTION DOES NOT APPLY TO BUILDINGS PERMITTED |
| | SUBJECT TO THE FLORIDA BUILDING CODE. |
| | 2.THIS SECTION DOES NOT APPLY TO BUILDINGS PERMITTED |
| | SUBJECT TO THE 1991 STANDARD BUILDING CODE, OR LATER |
| | EDITION, OR DESIGNED TO THE WIND LOADING REQUIREMENTS |
| | OF THE ASCE 7-88 OR LATER EDITIONS, WHERE AN EVALUATION |
| | IS PERFORMED BY A REGISTERED DESIGN PROFESSIONAL TO |
| | CONFIRM THE ROOF DIAPHRAGM, CONNECTIONS OF THE ROOF |
| | DIAPHRAGM TO ROOF FRAMING MEMBERS, AND ROOF-TO-WALL |
| | CONNECTIONS ARE IN COMPLIANCE WITH THE WIND LOADING |
| | REQUIREMENTS OF EITHER OF THESE STANDARDS OR LATER |
| | EDITIONS. |
| | 3.BUILDINGS WITH STEEL OR CONCRETE MOMENT RESISTING |
| | FRAMES SHALL ONLY BE REQUIRED TO HAVE THE ROOF |
| | DIAPHRAGM PANELS AND DIAPHRAGM CONNECTIONS TO FRAMING |
| | MEMBERS EVALUATED FOR WIND UPLIFT. |
| | 4. THIS SECTION DOES NOT APPLY TO SITE-BUILT |
| | SINGLEFAMILY DWELLINGS. SITE-BUILT SINGLE-FAMILY |
| | DWELLINGS SHALL COMPLY WITH SECTIONS 706.7 AND 706.8. |
| | 5.THIS SECTION DOES NOT APPLY TO BUILDINGS PERMITTED |
| | WITHIN THE HVHZ AFTER JANUARY 1, 1994 SUBJECT TO THE |
| | 1994 SOUTH FLORIDA BUILDING CODE, OR LATER EDITIONS, OR |
| | WHERE THE BUILDING?S WIND DESIGN IS BASED ON THE WIND |
| | LOADING REQUIREMENTS OF ASCE 7-88 OR LATER EDITIONS. |
