| Date |
Text |
| 2015-12-11 14:39:45 | CHRISTOPHER S. THROOP, C.B.O. |
| | BLDG. PLANS EXAMINER ? PX3169 |
| | (561) 805-6718 |
| | [email protected] |
| | |
| | YOUR SUBMITTAL IS DEFICIENT FOR THE REASONS LISTED |
| | BELOW. YOU MAY CHOOSE TO SEND ME RESPONSES TO THESE |
| | COMMENTS VIA E-MAIL. |
| | PROVIDE BEARING CAPACITY OF EXISTING FOUNDATION. |
| | PROVIDE DETAIL (SECTIONAL VIEW) OF EXTERIOR WALL. |
| | PROVIDE PRODUCT APPROVALS FOR NEW WINDOWS AND DOOR. |
| | PROVIDE WIND SPEED DESIGN CALCS. BASED ON EXSPOSURE |
| | CATEGORY. |
| | |
| | |
| | 1709.1 GENERAL. |
| | WHENEVER THERE IS A REASONABLE DOUBT AS TO THE |
| | STABILITY OR LOAD-BEARING CAPACITY OF A COMPLETED |
| | BUILDING, STRUCTURE OR PORTION THEREOF FOR THE EXPECTED |
| | LOADS, AN ENGINEERING ASSESSMENT SHALL BE REQUIRED. THE |
| | ENGINEERING ASSESSMENT SHALL INVOLVE EITHER A |
| | STRUCTURAL ANALYSIS OR AN IN-SITU LOAD TEST, OR BOTH. |
| | THE STRUCTURAL ANALYSIS SHALL BE BASED ON ACTUAL |
| | MATERIAL PROPERTIES AND OTHER AS-BUILT CONDITIONS THAT |
| | AFFECT STABILITY OR LOAD-BEARING CAPACITY, AND SHALL BE |
| | CONDUCTED IN ACCORDANCE WITH THE APPLICABLE DESIGN |
| | STANDARD. IF THE STRUCTURAL ASSESSMENT DETERMINES THAT |
| | THE LOAD-BEARING CAPACITY IS LESS THAN THAT REQUIRED BY |
| | THE CODE, LOAD TESTS SHALL BE CONDUCTED IN ACCORDANCE |
| | WITH SECTION 1709.2. IF THE BUILDING, STRUCTURE OR |
| | PORTION THEREOF IS FOUND TO HAVE INADEQUATE STABILITY |
| | OR LOAD-BEARING CAPACITY FOR THE EXPECTED LOADS, |
| | MODIFICATIONS TO ENSURE STRUCTURAL ADEQUACY OR THE |
| | REMOVAL OF THE INADEQUATE CONSTRUCTION SHALL BE |
| | REQUIRED. |
| | |
| | 107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS. |
| | CONSTRUCTION DOCUMENTS SHALL BE DIMENSIONED AND DRAWN |
| | UPON SUITABLE MATERIAL. CONSTRUCTION DOCUMENTS SHALL BE |
| | OF SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE |
| | AND EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT |
| | IT WILL CONFORM TO THE PROVISIONS OF THIS CODE AND |
| | RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS |
| | DETERMINED BY THE BUILDING OFFICIAL. SUCH DRAWINGS AND |
| | SPECIFICATIONS SHALL CONTAIN INFORMATION, IN THE FORM |
| | OF NOTES OR OTHERWISE, AS TO THE QUALITY OF MATERIALS, |
| | WHERE QUALITY IS ESSENTIAL TO CONFORMITY WITH THE |
| | TECHNICAL CODES. SUCH INFORMATION SHALL BE SPECIFIC, |
| | AND THE TECHNICAL CODES SHALL NOT BE CITED AS A WHOLE |
| | OR IN PART, NOR SHALL THE TERM "LEGAL" OR ITS |
| | EQUIVALENT BE USED AS A SUBSTITUTE FOR SPECIFIC |
| | INFORMATION. ALL INFORMATION, DRAWINGS, SPECIFICATIONS |
| | AND ACCOMPANYING DATA SHALL BEAR THE NAME AND SIGNATURE |
| | OF THE PERSON RESPONSIBLE FOR THE DESIGN. (SEE ALSO |
| | SECTION 107.3.5). |
| | |
| | FBC 107.3.4 - PROVIDE PRODUCT APPROVALS FOR THOSE |
| | PRODUCTS WHICH ARE REGULATED BY FAC RULE 9N-3 REVIEWED |
| | AND APPROVED IN WRITING BY THE DESIGNER OF RECORD. |
| | SPECIFICALLY, PROVIDE WINDOW, AND DOOR SUBMITTALS. |
| | |
| | FBC 107.3.5.3 - PROVIDE WIND DESIGN LOADS/DESIGN |
| | PRESSURES PURSUANT TO FBC-R301.2. |
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