Date |
Text |
2006-10-06 00:00:00 | BUILDING REVIEW CHECKLIST: |
| 1- NEED RECORDED NOTICE OF COMMENCEMENT. |
| |
| 2- WIND LOAD SCHEDULE IS NOT REQUIRED |
| FOR BUILDING WITH MEAN ROOF HEIGHT LESS |
| THAN 30'-0". CONTRACTOR MAY USE TABLE |
| 1609.6B OF 2004 FBC TO DETERMINE DESIGN |
| PRESSURES. IF SUBMITTING ENGINEER'S WIND |
| LOAD SCHEDULE, THEN ALL COPIES MUST HAVE |
| ORIGINAL SEAL, SIGNATURE AND DATE AS |
| REQUIRED BY CHAPTER 471 FL STATUTES. |
| |
| 3- STORM PANELS: |
| A) PROVIDE CLEAR AND LEGIBLE DRAWINGS. |
| B) FASTENER SPECIFIED ON INSTALLATION |
| SCHEDULE TO MATCH FASTENER SPECIFIED ON |
| DRAWINGS. |
| C) FASTENER SPACING MUST BE REDUCED IF |
| EDGE DISTANCE IS 2". SEE PAGE 11 OF 17 |
| OF DRAWINGS AND USE SPECIFIED |
| MULTIPLIER. |
| D) PANELS ARE 103" LONG. CONTRACTOR |
| MARKED INSTALLATION SCHEDULE ON PAGE 10 |
| OF 17. THIS SCHEDULE IS FOR PANELS UP TO |
| 8'-0" LONG. MARK CORRECT INSTALLATION |
| SCHEDULE ON PAGE 11 OF 17. |
| |
| 4- ACCORDION SHUTTERS: |
| A) FLORIDA PRODUCT APPROVAL FL1850-R1 |
| CALLS FOR DRAWING NO 05-195. DRAWING |
| SUBMITTED IS 05-196. PROVIDE CORRECT |
| DRAWING THAT WAS SUBMITTED FOR FLORIDA |
| PRODUCT APPROVAL. |
| B) CONTRACTOR MARKED INSTALLATION |
| SCHEDULE ON PAGE 11 OF 14 FOR SPAN UP TO |
| 7'-0". PANEL SPAN FOR OPENING #3 IS 91". |
| REVISE AS REQUIRED. |
| C) REDUCE FASTENER SPACING AS REQUIRED |
| WHEN EDGE DISTANCE IS 2". SEE PAGE 11 OF |
| 14 FOR MULTIPLIER TO BE USED. |
| |
| JULIO GOMEZ |
| BUILDING PLANS EXAMINER |
| (561)805-6712 |