| Date |
Text |
| 2012-04-09 13:32:39 | BUILDING PLAN REVIEW |
| | PERMIT: 11120195 |
| | ADD: 8264 NORTHLAKE BLVD |
| | CONT: TO BE DETERMINED |
| | TEL: (561)805-6700 SAM DORFMAN |
| | |
| | 2007 FLORIDA BUILDING CODE W/ 2009 FBC SUPPLEMENTS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 2007 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. |
| | |
| | 3RD REVIEW |
| | APRIL 09/2012 |
| | ACTION: DENIED |
| | 2007/09 EXISTING BUILDING CODE: |
| | 1001.1 SCOPE. AN ADDITION TO A BUILDING OR STRUCTURE |
| | SHALL COMPLY WITH THE FLORIDA BUILDING CODE AS ADOPTED |
| | FOR NEW CONSTRUCTION WITHOUT REQUIRING THE EXISTING |
| | BUILDING OR STRUCTURE TO COMPLY WITH ANY REQUIREMENTS |
| | OF THOSE CODES OR OF THESE PROVISIONS, EXCEPT AS |
| | REQUIRED BY THIS CHAPTER. WHERE AN ADDITION IMPACTS THE |
| | EXISTING BUILDING OR STRUCTURE, THAT PORTION SHALL |
| | COMPLY WITH THIS CODE. |
| | |
| | 1001.2 CREATION OR EXTENSION OF NONCONFORMITY. AN |
| | ADDITION SHALL NOT CREATE OR EXTEND ANY NONCONFORMITY |
| | IN THE EXISTING BUILDING TO WHICH THE ADDITION IS BEING |
| | MADE WITH REGARD TO ACCESSIBILITY, STRUCTURAL STRENGTH, |
| | FIRE SAFETY, MEANS OF EGRESS, OR THE CAPACITY OF |
| | MECHANICAL, PLUMBING, OR ELECTRICAL SYSTEMS. |
| | |
| | |
| | 1A) SHEET D1.0 NOTES D1-3 INDICATE THE REUSE OF |
| | ANDERSON WOOD WINDOWS AND DOORS. THIS BUILDING (PERMIT |
| | # 94013940) WAS BUILT UNDER THE 1991 SBCCI AND THE WIND |
| | SPEED WAS 110 MPH FASTEST MILE THAT CONVERTS OVER TO |
| | 130 MPH 3 SECOND GUST UNDERTHE 2007/ 09 FBC-B. HOW WILL |
| | YOU DEMONSTRATE CODE COMPLIANCE FOR WIND FOR THE |
| | ANDERSON WINDOWS AND DOORS? 2007/09 FBC-B 1609 |
| | COMPONENTS & CLADDING FOR WIND PRESSURES? |
| | RESPONSE INDICATES THE USE OF STORM PANEL SYSTEM TO |
| | MEET THE DIFFERENCE IN WIND PRESSURES BETWEEN THE 1991 |
| | SBCCI 110 MPH WHICH EQUALS 130MPH 3 SECOND GUST WHICH |
| | OUR CURRENT CODE USES TO MEASURE WIND PRESSURE. THE |
| | CITY OF WEST PALM BEACH IS LOCATE IN A 140 MPH 3 SECOND |
| | GUSST WIND ZONE. THE STORM SHUTTERS WIL NOT HELP WITH |
| | WIND PRESSURE SINCE SHUTTERS ARE PERMIABLE, ALLOW TO |
| | FLOW THROUGH. PLEASE REVIEW COMMENTS ABOUT SCOPING |
| | EXISTING BUILDING CODE 1001.2 AND LEVEL II ALTERATIONS |
| | ALL NEW ELEMENTS MUST MEET THE REQUIREMENTS FOR NEW |
| | CONSTRUCTION!!!! |
| | |
| | EXISTING BUILDING CODE 1003.3.2 HORIZONTAL ADDITION. |
| | WHERE HORIZONTAL ADDITIONS ARE STRUCTURALLY CONNECTED |
| | TO AN EXISTING STRUCTURE, ALL LATERAL-FORCE-RESISTING |
| | ELEMENTS OF THE EXISTING STRUCTURE AFFECTED BY SUCH |
| | ADDITION SHALL COMPLY WITH THE LATERAL LOAD PROVISIONS |
| | OF THE FLORIDA BUILDING CODE, BUILDING . ANY AFFECTED |
| | STRUCTURAL ELEMENTS OF THE EXISTING STRUCTURE MUST ALSO |
| | DEMONSTRATE THE ABILITY TO COMPLY WITH THE WIND LOAD |
| | REQUIREMENTS. |
| | |
| | 1B) THERE WERE NO PRODUCT APPROVALS SUBMITTED FOR THE |
| | ANDERSON WINDOWS AND DOOR NOR WERE THERE ANY PLANS |
| | INDICATING THE TYPE OF FASTENERS TO BE USED IN |
| | ANCHORING THE WINDOWS AND DOORS NOR THE SPACING OF |
| | ANCHORS. |
| | RESPONSE INDICATES TO INSTALL STORM PANELS OVER EGRESS |
| | DOORS, EGRESS DOORS CAN NOT BE BLOCKED BY STORM PANELS. |
| | GLAZING IN EGRESS DOORS NEED TO MEET TTHE REQUIREMENTS |
| | FOR LARGE MISSILE IMPACT RESISTANT GLAZING. FBC-B 1609. |
| | COMPONENTS & CLADDING, FL ADMINISTRATIVE RULE |
| | 9N-3(31)(A). |
| | |
| | 1C) THE PLANS ALSO INDICATE THERE TO BE STORM SHUTTERS |
| | TO BE USED FOR COMPLIANCE WITH THE REQUIREMENT FOR |
| | LARGE MISSILE IMPACT COMPLIANCE, PLEASE PROVIDE |
| | DOCUMENTATION THAT THE STORM SHUTTERS WILL MEET THE |
| | REQUIREMENT FOR LARGE MISSILE AND WIND, 2007/09 FBC-B |
| | 1609 COMPONENTS AND CLADDING. |
| | PROVIDE STORM PANEL INFORMATION WITH INSTALLATION |
| | SCHEDULE AND KEY PLAN WITH SPECIFIC ANCHORS AND |
| | MOUNTING TO BE USED FOR ALL NON-IMPACT GLAZING. FBC |
| | 1609.1.4. |
| | |
| | FL BLD CODE 2004 SECTION 106.3.3, |
| | 1609.1.4, 1714.5.1 & EXIST BUILD CODE 507.3. |
| | PROCEDURES: 1(B) A COMPLETE INSTALLATION |
| | SCHEDULE SUMMARIZING & IDENTIFYING OPENING SIZES, STORY |
| | HEIGHTS, UNIT MARK NUMBERS, UNIT SPANS/WIDTHS, UNIT |
| | STORM |
| | BAR REINFORCING REQUIREMENTS, WALL PRESSURE ZONES, SLAT |
| | TYPES, ETC., SHALL BE SUBMITTED AT TIME OF PERMIT |
| | APPLICATION |
| | TO FACILITATE PLAN REVIEW AND PERMIT ISSUANCE. |
| | |
| | 2) COMPLIED. |
| | |
| | 3) SHEET A2.3 INDICATES THE ROOFING PRODUCT APPROVAL # |
| | 08-0226.06 POLYGLASS SYSTEM, ONCE THE CONTRACTOR IS |
| | AWARDED THE CONTRACT, THE CONTRACTOR WILL NEED TO |
| | IDENTIFY WHICH SUB-SYSTEM TO BE INSTALLED, PLEASE NOTE |
| | SOME OF THE SUB-SYSTEMS MAY REQUIRE INHANCED FASTENING |
| | IN ZONES 2 & 3. |
| | RESPONSE NOTED. THIS WILL APEAR AS A BUILDING PROVISO, |
| | ONCE ALL OTHER CODE ISSUES HAVE BEEN RESOLVED. AT THAT |
| | TIME THE PROVISO WILL REQUIRE A REVISION FOR THE |
| | ROOFING SUB-SYSTEM INDENIFICATION AND ENHANCED |
| | FASTENING SCHEDULE FOR ZONES 2 & 3 ARE PROVIDED. PAGE |
| | 20/20 IF LIMITATION #7 APPLIES CALCULATIONS ARE TO BE |
| | COMPLETED BY EITHER A FL PE OR ARCHITECT. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
