| Date |
Text |
| 2004-02-10 00:00:00 | DENIED |
| | |
| | 1) A RECORDED COPY OF THE NOTICE OF |
| | COMMENCEMENT MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 2) FBC* 1804.2.2AREA OF QUESTIONABLE |
| | SOIL.SUBMIT A GEOTECHNICAL REPORT |
| | TO VERIFY THE SAFE BEARING CAPACITY OF |
| | THE SOIL. |
| | |
| | 3)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. |
| | ON SHEET 9 THE VALUES FOR THE USP |
| | META 16 CONNECTOR IS TOO HIGH, IT IS |
| | LISTED IN USP CATALOG AS 1200#. THE |
| | VALUE OF THE SIMPSON META 16 IS LISTED |
| | IN THE HIGH WIND RESISTANT CONSTRUCTION |
| | CATALOG (WITHOUT STRESS INCREASE) AS |
| | 1115#. THIS CHANGE WILL AFFECT THE ROOF |
| | GIRDER TRUSS REQUIRING 2356# OF UPLIFT. |
| | PLEASE CORRECT. |
| | |
| | 4) THE DIMENSIONS LISTED ON THE BUTT |
| | GLASS DETAIL SHEET OF THE PLANS HAS |
| | DISCREPANCIES WITH THE SIZES OF THE |
| | GLASS PANELS AND THE SIZES SHOWN ON THE |
| | PLAN. INDICATE THE SPECIFIC G.E. SEALANT |
| | THAT IS TO BE USED (I.E. G.E. #1200). |
| | SUBMITTALS FOR WINDOWS ARE REQUIRED TO |
| | COMPLY WITH RULE 9B-72. PLEASE SUBMIT |
| | THE APPROPRIATE PRODUCT APPROVAL. |
| | PRODUCT APPROVALS FOR THE STOREFRONT |
| | FRAMES ARE ALSO REQUIRED. |
| | PRODUCT APPROVALS SUBMITTED WITH |
| | PERMIT APPLICATION AFTER OCTOBER 1, 2003 |
| | ARE REQUIRED TO COMPLY WITH THE FLORIDA |
| | PRODUCT APPROVAL SYSTEM. FOR INFORMATION |
| | PLEASE SEE THE STATE WEBSITE AT |
| | WWW.FLORIDABUILDING.ORG. PRODUCTS WITH |
| | STATEWIDE APPROVAL ARE REQUIRED TO BE |
| | SUBMITTED WITH A COVER SHEET THAT LISTS |
| | THE PRODUCT IDENTITY NUMBER FROM THE |
| | STATE. IF THE PRODUCT DOES NOT HAVE |
| | STATEWIDE APPROVAL, SUBMIT AN APPLICA- |
| | TION FOR LOCAL PRODUCT APPROVAL. SEE |
| | ATTACHMENT AND WWW.FLORIDABUILDING.ORG. |
| | |
| | 5) THE WINDLOAD PRESSURES FOR THE 2068 |
| | DOOR TO BATH #2 ARE NOT LISTED ON THE |
| | ELEVATIONS. SUBMIT PRODUCT APPROVAL WITH |
| | INSTALLATION INSTRUCTIONS FOR THIS DOOR. |
| | |
| | 6) SUBMIT PRODUCT APPROVALS FOR THE 8070 |
| | OVERHEAD GARAGE DOOR. THE PRODUCT |
| | APPROVAL SUBMITTED HAS A MINIMUM SIZE |
| | LIMIT OF 10'W X 6'H. |
| | |
| | 7) THE PRODUCT APPROVAL FOR THE COLLIER |
| | GARAGE DOOR DOES NOT HAVE THE CORRECT |
| | SUBMITTAL FORM. THE PROPER FORM HAS BEEN |
| | ATTACHED. SEE RULE 9B-72. |
| | |
| | 8) SUBMIT STATE PRODUCT APPROVALS FOR |
| | TRUSS CONNECTORS THAT WILL BE USED IN |
| | THIS STRUCTURE. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
