| Date |
Text |
| 2004-08-03 00:00:00 | BUILDING REVIEW PROVISO: |
| | PROVIDE ALL INFORMATION PRIOR TO INSTA- |
| | LLATION TO AVOID DELAYS OR CONFLICTS) |
| | |
| | 1-SPECIFY UL LISTED ASSEMBLY FOR ONE HR |
| | FIRE RATED GLASS BLOCK ASSEMBLY TO BE |
| | USED AND REVISE GLASS BLOCK DETAIL ON |
| | SHEET A4 TO MATCH SUCH ASSEMBLY. TABLE |
| | 600 FBC 2001 AND SECTION 104.2.1.2 |
| | CITY AMENDMENTS TO FBC 2001. |
| | 2-SOIL TEST REPORT TO HAVE ENGINEER'S |
| | ORIGINAL SIGNATURE & DATE AS REQUIRED |
| | BY CHAPTER 471 FLORIDA STATUTES. |
| | 3-PRODUCT APPROVAL FOR FIXED WINDOW: |
| | A)PROVIDE LEGIBLE DRAWINGS. |
| | B)CLEARLY INDICATE ON PLANS WINDOWS TO |
| | HAVE TEMPERED GLASS, SINCE ACCORDING |
| | TO PRODUCT APPROVAL THEY ARE THE ONLY |
| | ONES TO MEET THE DESIGN PRESSURES |
| | CALCULATED ON MOST OF THE OPENINGS. |
| | C)NEED PRODUCT APPROVAL FOR LARGER |
| | WINDOWS AS SHOWN ON PLANS. SEE PRODUCT |
| | FOR MAX. WIDTH AND HEIGHT ALLOWED. |
| | 4-IF OUTSWING FRENCH DOORS WILL BE USED, |
| | THEN REVISE PLANS TO MATCH ACCORDINGLY |
| | 5-PROVIDE PRODUCT APPROVAL FOR MULLION |
| | TO BE USED FOR SLIDING GLASS DOORS W/ |
| | TRANSOM ASSEMBLY. CLEARLY INDICATE |
| | MULLION SIZES & FASTENERS TO BE USED. |
| | SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| | 6-NEED PRODUCT APPROVAL FOR ENTRY DOOR. |
| | 7-NEED PRODUCT APPROVAL FOR STRUCTURAL |
| | CONNECTORS USED ON THIS PROJECT. |
| | 8-STORM SHUTTERS: REVISE KEY PLAN AND |
| | INSTALLATION SCHEDULE TO SHOW EGRESS |
| | OPENING REQUIRED BY SEC. 1005.4.5 FBC. |
| | 9-TRUSS DRAWINGS PACKAGE: A)ENGINEER TO |
| | PROVIDE ORIGINAL SIGNATURE AS REQUIRED |
| | BY CHAPTER 471 FLORIDA STATUTES. |
| | B)ENGINEER OF RECORD TO REVIEW & APPROVE |
| | THEM PRIOR TO SUBMITTAL. |
| | 10-SHEET A4 AND S3 SHOW DIFFERENT SPECS |
| | FOR WINDOW & DOOR BUCKS. SPECIFY WHICH |
| | SPECS WILL BE USED. |
| | 11-SHEET A5 AND S3. REVISE ALL NOTES.SEE |
| | CHAPTER 19 & 35 FOR SPECIFIC REFERENCE |
| | STANDARD AND EDITION TO BE REFERENCED |
| | ACCORDING TO FBC 2001. |
| | 12-CONNECTOR SPECIFIED FOR TRUSSES AT |
| | ATRIUM AREA DON'T RESIST CALCULATED |
| | LOADS. SEE ENGINEERED TRUSSES FOR |
| | UPLIFT LOADS AND BEARING POINTS AND |
| | REVISE CONNECTOR AS REQUIRED. |
| | 13-HANGER HU614 IS FOR WOOD TO WOOD |
| | CONNECTIONS. SPECIFY WOOD TO MASONRY |
| | HANGER AND SPECIFY FASTENERS. SECTION |
| | 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| | 14-CONNECTOR SPECIFIED FOR TRUSSES AT |
| | REAR PORCH NEED TO BE WOOD TO WOOD. |
| | CONNECTOR SPECIFIED IS TO BE EMBEDED |
| | IN CONCRETE. REVISE AS REQUIRED. SEC. |
| | 104.2.1.2 CITY AMENDMENTS TO FBC. |
| | 15-WINDOWS AT DINING AREA TO BE SAFETY |
| | GLASS AS REQ'D BY SEC. 2405.2.1(4)FBC. |
