| 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 A STANDARD PRODUCT |
| | APPROVAL (AND PRODUCT APPROVAL THAT |
| | WAS SUBMITTED HAS THE SEAL & SIGNATURE |
| | OF ANOTHER ARCHITECT). REVISE DRAWING |
| | OR RESUBMIT DADE COUNTY PRODUCT |
| | APPROVAL. |
| | |
| | 4-12" GLASS BLOCK SPECIFIED DOESN'T MEET |
| | THE ONE HOUR FIRE RATING. REVISE DWGS |
| | |
| | 5-PROVIDE COMPLETE SPECIFICATIONS/DETAIL |
| | FOR CEILING CONSTRUCTION AT ENTRY AT |
| | PORCH. SECTION 2504 SBC 1997. |
| | 6-CLEARLY INDICATE HOW ARE OPENINGS |
| | PREPARED TO RECEIVE STORM PANELS. |
| | CLEARLY SPECIFY CONSTRUCTION OF THE |
| | WINDOW SILL. THIS WILL DETERMINE THE |
| | ACTUAL ANCHOR SPACING REQUIRED FOR THE |
| | STORM PANELS. SEE PRODUCT APPROVAL. |
| | 7-STORM PANELS: |
| | -CLEARLY INDICATE/SPECIFY ANCHOR SCHED. |
| | ACCORDING TO BUILDING STRUCTURE, STORM |
| | PANEL SPAN AND EDGE DISTANCE. |
| | NOTES: |
| | A-THIS BUILDING IS MASONRY CONSTRUCT'N |
| | CONCRETE VALUES MAY BE USED WHEN |
| | ATTACHING TO PRECAST LINTELS OR PRE- |
| | CAST OR POURED CONCRETE SILLS. |
| | OTHERWISE USE MASONRY VALUES AS PER |
| | PRODUCT APPROVAL. |
| | 8-UPDATE/REVISE ALL DRAWINGS AS REQUIRED |
| | SEE COMMENTS ON PLANS. |
| | |
| | |
| | NOTE: STORM PANELS PRODUCT APPROVAL WILL |
| | EXPIRE SOON. 6-26-00. MAKE SURE |
| | TO OBTAIN UPDATED PRODUCT APPROVAL |
| | FOR FUTURE APPLICATIONS TO AVOID |
| | DELAYS. |
