| Date |
Text |
| 2011-04-14 11:27:21 | BUILDING PLAN REVIEW |
| | PERMIT: 10120482 |
| | ADD: 7620 S DIXIE HWY |
| | CONT: STRIKE CONSULTING INC. |
| | TEL: (561)644-1887 |
| | |
| | FL BLD CODE= 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. |
| | |
| | 2ND REVIEW |
| | ACTION: DENIED |
| | |
| | 1-2) COMPLIED. |
| | |
| | 3) THE PLANS INDICATE THE INSTALATION OF NEW STORE |
| | FRONT SYSTEM, AND STEMWALL CONSTRUCTION: |
| | 3A-C) COMPLIED |
| | |
| | 3D) 2ND REQUEST, RESPONCE COMMENTS INDICATE THE PRODUCT |
| | APPROVALS THAT WERE TO BE SUBMITTED ARE TO BE LARGE |
| | MISSILE IMPACT. THE STOREFRONT DOOR AND AND STOREFRONT |
| | SYSTEM SUBMITTED (NOA 06-0818.02/ NOA 08-1024.07) BOTH |
| | ARE NON-IMPACT GLAZING. |
| | |
| | THE SECOND ISSUE WITH THE STOREFRONT SYSTEM CHART# 2 |
| | THE DESIGN LOAD CAPACITY OF THE GLASS SIZE EXCEEDS THE |
| | TABLES. |
| | |
| | THE THIRD ISSUE IS THE MULLION CAPACITY HAS BEEN |
| | EXCEEDED FOR BOTH SPACING AND HEIGHT VERSES THE PLANS |
| | INDICATING THE FRONT STOREFRONT WINDOW UNITS TO BE 6 |
| | FEET WIDE. |
| | |
| | THE FOURTH ISSUE WITH THE SUBMITTED PRODUCT APPROVALS, |
| | ONLY ONE SET OF APPROVALS WERE SUBMITTED FOR NOA |
| | 09-23.09 & 11-0128.03. |
| | NOTE ON THE ORIGINAL REVIEW ONE SET OF NON-IMPACT |
| | PRODUCT APPROVALS WERE SUBMITTED FOR STOREFRONT GLAZING |
| | AND DOOR WITH TRANSOM NON-IMPACT, WITH THE FIRST |
| | RE-SUBMITTAL THE 2ND SET WERE SUBMITTED, NON-IMPACT |
| | GLAZING ALSO. |
| | |
| | FROM 1ST REVIEW, SHEET A100 ALSO INDICATE THE REUSE OF |
| | EXISTING SHUTTERS, THE CITY RECORDS DOESN'T INDICATE |
| | ANY PERMIT WAS EVER PULLED FOR THE INSTALLATION OF |
| | THESE SHUTTERS NOR CAN THE TESTING FOR LARGE MISSILE |
| | IMPACT TESTING. 1609.1.4 PROTECTION OF OPENINGS IN |
| | WIND-BORNE DEBRIS REGIONS, EXTERIOR GLAZING THAT |
| | RECEIVES POSITIVE PRESSURE IN THE LOWER 60 FEET (18.3 |
| | M) IN BUILDINGS SHALL BE ASSUMED TO BE OPENINGS AND THE |
| | BALANCE OF GLAZED OPENINGS IN THE REST OF THE BUILDING |
| | SHALL BE ASSUMED TO BE ZERO UNLESS SUCH GLAZING THAT |
| | RECEIVES POSITIVE PRESSURE IS IMPACT RESISTANT OR |
| | PROTECTED WITH AN IMPACT RESISTANT COVERING MEETING THE |
| | REQUIREMENTS OF SSTD 12, ASTM E 1886 AND ASTM E 1996, |
| | OR MIAMI-DADE TAS 201, 202 AND 203 REFERENCED THEREIN |
| | AS FOLLOWS: 1. GLAZED OPENINGS LOCATED WITHIN 30 FEET |
| | (9.1 M) OF GRADE SHALL MEET THE REQUIREMENTS OF THE |
| | LARGE MISSILE . |
| | |
| | 4-5) COMPLIED. |
| | |
| | JAMES A. WITMER C.B.O. |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: (561)805-6715 |
| | FAX:(561)805-6731 |
| | E-MAIL: [email protected] |
| | |
