| Date |
Text |
| 2003-08-11 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 03032166 |
| | ADD: 6660 AUDUBON TRACE |
| | CONT: GHO DEVELOPMENT |
| | TEL: (561)688-2080 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | SECOND REVIEW |
| | ACTION: DENIED |
| | |
| | 1) SHEET A-6 TRUSS ANCHOR SCHEDULE FOR |
| | THE RT-22 STRAP, ALLOWABLE LOAD 1125 |
| | PER STRAP. |
| | 1609.4.3 LOAD REDUCTION. |
| | WHEN STRUCTURAL EFFECTS DUE TO TWO OR |
| | MORE LOADS IN COMBINATION WITH DEAD LOAD |
| | ARE INVESTIGATED IN LOAD COMBINATIONS OF |
| | 1609.4.1 OR 1609.4.2, THE COMBINED |
| | EFFECTS DUE TO THE TWO OR LOADS MULTI- |
| | PLIED BY 0.75 PLUS EFFECTS DUE TO DEAD |
| | LOADS SHALL NOT BE LESS THAN THE EFFECTS |
| | FROM THE LOAD COMBINATION OF THE DEAD |
| | LOAD PLUS THE LOAD PRODUCING THE LARGEST |
| | EFFECTS. INCREAS IN ALLOWABLE STRESS SPE |
| | CIFIED IN THE MATERIALS SECTIONS OF THIS |
| | CODE OR A REFRENCED STANDARD SHALL NOT |
| | BE USED WITH THESE LOAD COMBINATIONS |
| | EXCEPT THAT A DURATION OF LOAD INCREASE |
| | SHALL BE PERMITTED IN ACCORDANCE WITH |
| | CHAPTER 23. |
| | |
| | 2)1606.1.4(1) IN WIND BORNE DEBRIS |
| | REGIONS, EXTERIOR GLAZING THAT RECEIVES |
| | POSITIVE PRESSURE IN BUILDINGS SHALL BE |
| | ASSUMED TO BE OPENINGS UNLESS SUCH |
| | GLAZING IS IMPACT RESISTANT OR PROTECTED |
| | WITH AN IMPACT RESISTANT COVERING MEET- |
| | ING THE REQUIREMENTS OF SSTD 12, ASTM |
| | E 1886 AND ASTM E 1996 OR MIAMI-DADE. |
| | MIAMI-DADE OR SBCCI ARE ACCEPTABLE. |
| | 1) GLAZED OPENINGS LOCATED WITHIN 30 FT |
| | OF GRADE SHALL MEET THE REQUIREMENTS OF |
| | LARGE MISSLE TEST. |
| | SITE SPECIFIC ENGINEERING (PRODUCT |
| | APPROVAL) REQUIRES THE WET SIGNATURE, |
| | DATE AND EMBOSSED SEAL OF THE ENGINEER |
| | CERTIFYING THE PRODUCT AND SIGNATURE |
| | AND SEAL OF THE DESIGN PROFESSIONAL |
| | OF RECORD. |
| | |
| | THE (2) NORANDEX REPORTS THAT HAVE |
| | MIAMI-DADE APPROVAL DO NOT REQUIRE THE |
| | SITE SPECIFIC ENGINEERING. |
| | THE REMAINDER OF THE NORANDEX REPORTS |
| | THAT ARE LARGE MISSLE IMPACT RATED WILL |
| | REQUIRE SITE SPECIFIC ENGINEERING, USING |
| | THE CITY OF WPB FORM. THE ENGINEER FROM |
| | NORANDEX FILLS OUT THE LEFT SIDE AND |
| | SIGNS AND SEALS THE FORM. THE DESIGN |
| | PROFESSIONAL FOR THE STRUCTURE FILLS OUT |
| | THE RIGHT SIDE AND SIGNS AND SEALS THIS |
| | SIDE OR A COVER LETTER INDICATING THIS |
| | PRODUCT WILL MEET THE CODE REQUIREMENTS |
| | FOR HIS DESIGN. |
| | |
| | 3)1707.4.5.1 MULLIONS OCCURRING |
| | BETWEEN INDIVIDUAL WINDOW AND GLASS |
| | DOOR ASSEMBLIES. TESTING REPORTS ARE |
| | REQUIRED BY AN APPROVED TESTING |
| | LABORATORY (DADE COUNTY OR SBCCI) OR |
| | SITE SPECIFIC ENGINEERING. |
| | |
| | 4)1707.4.5.2 MULLIONS SHALL BE DESIGN- |
| | ED TO TRANSFER THE DESIGN PRESSURE LOADS |
| | APPLIED BY THE WINDOW OR DOOR ASSEMBLIES |
| | TO THE ROUGH OPENING SUBTRATE. |
| | |
| | |
| | BEFORE A PERMIT TO CONSTRUCT, MAY |
| | BE ISSUED, IMPACT FEES MUST BE PAID TO |
| | PALM BEACH COUNTY. THE ACTUAL PERMIT |
| | SET OF PLANS MUST BE STAMPED BY THAT |
| | OFFICE, AND A COPY OF THE PAID RECEIPT |
| | ATTACHED TO THE PERMIT APPLICATION. |
| | PLEASE CALL (561)233-5025 FOR MORE |
| | INFORMATION. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
