| Date |
Text |
| 2012-05-18 15:23:01 | RESIDENTIAL (R3) SHUTTERS BUILDING REVIEW COMMENTS. |
| | 2010 FLORIDA RESIDENTIAL CODE. |
| | |
| | 1- ACCORDING TO SEC. R301.2.1.4.3 THIS HOUSE IS LOCATED |
| | ON EXPOSURE "D" NOT "C". REVISE CALCULATIONS AS |
| | REQUIRED. AND, REVISE INSTALLATION SCHEDULE AS |
| | REQUIRED. |
| | |
| | 2- DESIGN PRESSURES SHOWN ON SUBMITTED CALCULATIONS ARE |
| | TOO LOW EVEN FOR EXPOSURE "C". ENGINEER RESPONSIBLE FOR |
| | THE CALCULATIONS TO PROVIDE ACTUAL CALCULATIONS AS |
| | REQUIRED BY SEC. 107.2.1.3 CITY AMENDMENTS TO FBC. AND, |
| | PROVIDE CALCULATIONS WITH ORIGINAL SEAL AND SIGNATURE |
| | AS REQUIRED BY CHAPTER 471 FLORIDA STATUTES. AND, |
| | PROVIDE 2 COPIES. |
| | ***NOTE: COORDINATE CALCULATIONS WITH ITEM #1 ABOVE. |
| | |
| | 3- ANCHOR SCHEDULE USED IS FOR CONCRETE APPLICATIONS. |
| | SEE SHEET 9 OF DRAWINGS SUBMITTED. PROVIDE PROOF THAT |
| | EXISTING HOUSE HAS CONCRETE LINTELS AND CONCRETE SILLS |
| | WITH THE MINIMUM CONCRETE STRENGTH (3192 PSI MIN.) AS |
| | INDICATED ON THE ANCHOR SCHEDULE. OTHERWISE USE THE |
| | ANCHOR SCHEDULE FOR HOLLOW CONCRETE BLOCK AS SHOWN ON |
| | SHEET #10. REVISE ANCHOR SPACING ON THE SHUTTERS |
| | INSTALLATION SCHEDULE AS REQUIRED. SEC. 107.2.1.3 CITY |
| | AMENDMENTS. |
| | |
| | 4- SHUTTER SPAN SPECIFIED ON THE SHUTTERS INSTALLATION |
| | SCHEDULE IS THE SAME AS THE OPENING HEIGHT. ACCORDING |
| | TO THESE NUMBERS THE MINIMUM EDGE DISTANCE OF 2.5" IS |
| | NOT POSSIBLE. ALSO, NEED TO CONSIDER THAT THE EDGE |
| | DISTANCE EXCLUDES THE STUCCO THICKNESS. REVISE AS |
| | REQUIRED. SEC. 107.2.1.3. |
| | |
| | IF YOU HAVE ANY QUESTIONS PLEASE CALL |
| | JULIO GOMEZ |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561)805-6712 |
