| 2003-06-18 00:00:00 | BUILDING REVIEW APPROVED WITH PROVISO: |
| | 1-REVISE ENERGY CALCULATIONS: |
| | A)HOW IS R-12.9 INSULATION ACHIEVED ON |
| | THE EXTERIOR MASONRY WALL. SEE PLANS |
| | BY ARCHITECT. |
| | B)PROVIDE ORIGINAL SIGNATURES ON BOTTOM |
| | OF FORM. SEC. 103.0 CHAPTER 13, FBC/01 |
| | 2-PROVIDE SOIL TEST REPORT FOR LOT 21. |
| | ONE SUBMITTED IS FOR LOT 4. |
| | 3-PROVIDE SPECS FOR WWM SUPPORTS IN CONC |
| | SLAB. SEE SEC. 1909.3 FBC 2001. |
| | 4-SPECIFY GLASS BLOCK SAFETY GLASS BY |
| | SHOWER AREA IF FACE THICKNESS IS LESS |
| | THAN 0.25". SEE SEC. 2405.2 FBC 2001. |
| | 5-RESUBMIT STORM PANELS INFORMATION: |
| | A)DRAWINGS ARE NOT THE SAME AS APPROVED |
| | ON THE SBCCI REPORT. |
| | B)ENGINEER IS NOT THE SAME AS THE ONE |
| | LISTED ON THE SBCCI REPORT. |
| | C)INCORRECT MEAN ROOF HEIGHT. |
| | D)CHECK THE DESIGN PRESSURES CALCULATED |
| | BY THE ENGINEER OF RECORD AND REVISE |
| | AS REQUIRED. |
| | E)REVISE ANCHOR SPACING ON INSTALLATION |
| | SCHEDULE ACCORDING TO EDGE DISTANCE, |
| | PANEL SPAN, DESIGN PRESSURES, TYPE OF |
| | CONNECTION & STRUCTURE TO BE ATTACHED |
| | TO.SEE ENGINEERED DRAWINGS. |
| | F)REVISE MAXIMUM AND MINIMUN PANEL SPAN. |
| | SEE ENGINEERED DRAWINGS. |
| | G)CLEARLY MARK ON ENGINEERED DRAWINGS |
| | ANCHOR TYPE AND SPACING TO BE USED. |
| | |
| | 6-PROVIDE 2X STRUCTURAL BUCK DETAIL FOR |
| | ENTRY DOORS AS REUIRED ON PRODUCT |
| | APPROVAL. |
| | 7-UPDATE TRUSS ANCHOR SCHEDULE AND ALL |
| | DETAILS THAT ARE AFFECTED BY SECTION |
| | 1609.4.3 FBC 2001, WHICH DOESN'T ALLOW |
| | THE STRESS INCREASE TO BE USED. |
| | 8-PROVIDE PRODUCT APPROVAL FOR: |
| | A)GLASS BLOCK (INFORMATION SUBMITTED IS |
| | PART OF MANUFACTURER'S SPECS, NOT THE |
| | ACTUAL PRODUCT APPROVAL). |
| | B)ENTRY DOORS CURRENT PRODUCT APPROVAL |
| | WITH DADE COUNTY LOGO AT LEFT BOTTOM |
| | OF FRONT PAGE AND WITH DRAWINGS WITH |
| | THE UPDATED STAMP AND NUMBER ON IT. |
