Date |
Text |
2001-01-08 00:00:00 | APPROVED WITH PROVISO: |
| 1-FLOOD ZONE "AO". PROVIDE ELEVATION |
| CERTIFICATE AFTER SLAB IS POURED. |
| 2-PROVIDE PRODUCT APPROVAL FOR "INSWING" |
| ENTRY DOOR WITH SIDELITE ASSEMBLY AS |
| SHOWN ON ARCHITECT'S PLANS. |
| 3-ARCHITECT'S DRAWING D-2 SPECIFIES |
| DADE COUNTY PRODUCT APPROVAL FOR |
| SLIDING GLASS DOORS. INFORMATION |
| SUBMITTED DOESN'T HAVE AN STANDARD |
| PRODUCT APPROVAL. REVISE DRAWING OR |
| PROVIDE A DADE COUNTY PRODUCT APPROVAL |
| 4-12" GLASS BLOCK DOESN'T MEET THE ONE |
| HOUR FIRE RATING. REVISE DRAWING. |
| 5-FOOTING F6 TO HAVE 16" MINIMUM DEPTH |
| AS PER SECTION 1804.1.3 SBC/97 AND |
| SECTION 1804.1.9 OF CITY AMENDMENTS. |
| REVISE DRAWINGS AS REQUIRED. |
| 6-PROVIDE COMPLETE SPECIFICATIONS/DETAIL |
| FOR CONSTRUCTION OF CEILING AT ENTRY |
| AND REAR PORCHES. SEC 2504 SBC 1997. |
| 7-CLEARLY INDICATE HOW ARE OPENINGS |
| PREPARED TO RECEIVE STORM PANELS. |
| CLEARLY INDICATE CONSTRUCTION OF |
| WINDOW SILL. THIS WILL DETERMINE THE |
| ACTUAL SPACING REQUIRED FOR THE STORM |
| PANELS. SEE PRODUCT APPROVAL. |
| 8-STORM PANELS: |
| -CLEARLY INDICATE/SPECIFY ANCHOR SCHED. |
| ACCORDING TO BUILDING CONSTRUCTION, |
| STORM PANEL SPAN AND EDGE DISTANCE. |
| NOTE: THIS BUILDING IS MASONRY CONSTR. |
| USE CONCRETE VALUES WHEN ANCHORING TO |
| PRECAST CONCRETE LINTELS AND SILL. |
| OTHERWISE THE MASONRY VALUES APPLY. |