| Date |
Text |
| 2005-03-10 00:00:00 | BUILDING REVIEW CHECKLIST: |
| | 1- FLOOR PLAN AND REAR ELEVATION DON'T |
| | MATCH. REVISE TYPE OF DOORS USED. AND |
| | SPECIFYDESIGN PRESSURES FOR FRENCH |
| | DOORS. |
| | |
| | 2- STORM SHUTTERS: |
| | A) OPENING #11 EXCEEDS THE MAX. PANEL |
| | SPAN ALLOWED. SEE ENGINEERED DRAWINGS. |
| | B) CLEARLY MARK ON ENGINEERED DRAWINGS |
| | SPECIFIC ANCHOR AND SPACING TO BE USED |
| | ACCORDING TO THE DESIGN PRESSURES, EDGE |
| | DISTANCE, CONNECTION TYPE, PANEL SPAN |
| | AND STRUCTURE TO BE ATTACHED TO (MASONRY |
| | OR 2500PSI CONCRETE). |
| | **NOTE: SEE PLANS AND CHECK WHEN |
| | OPENINGS ARE END OR INTERIOR ZONES. |
| | |
| | 2- UPDATE/REVISE TRUSS ANCHOR SCHEDULE |
| | AND CALCULATIONS IF CAPACITY OF ANCHORS |
| | AND NAIL TYPE AND SPACING IS DIFFERENT |
| | FROM THAT PUBLISHED IN THE FLORIDA |
| | PRODUCT APPROVAL FOR SUCH CONNECTOR. |
| | **NOTE: ENGINEER SHALL CONSIDER SECTION |
| | 1609.4.3 FBC 2001 WHEN PERFORMING |
| | CALCULATIONS. |
| | |
| | 3- PROVIDE FLORIDA OR LOCAL PRODUCT |
| | APPROVAL FOR: |
| | A) ENTRY DOORS (SOLID OR WITH IMPACT |
| | GLAZING BECAUSE USED FOR EMERGENCY |
| | EGRESS. SEC. 1005.4.5 FBC 2001.). |
| | SEE SIZE AND SWING DIRECTION ON PLANS. |
| | **NOTE: SUBMITT THE EXACT SAME DRAWINGS |
| | THAT WERE SUBMITTED FOR FLORIDA PRODUCT |
| | APPROVAL. |
| | |
| | B) CASEMENT WINDOWS ASSEMBLY AS SHOWN ON |
| | BEDROOM #2. SEE PLANS. |
| | |
| | C) FRENCH DOORS. SEE SIZE AND SWING |
| | DIRECTION SHOWN ON PLANS. PROVIDE DWGS |
| | SUBMITTED FOR FLORIDA PRODUCT APPROVAL. |
| | |
| | D) FRENCH DOORS WITH SIDELITES AS SHOWN |
| | ON PLANS. PROVIDE EXACT SAME DRAWINGS |
| | SUBMITTED FOR FLORIDA PRODUCT APPROVAL. |
| | |
| | E) USP TRUSS ANCHORS SPECIFIED ON PLANS |
| | AND TRUSS ANCHOR SCHEDULE. |
| | |
| | IF YOU HAVE ANY QUESTIONS, PLEASE CALL |
| | JULIO GOMEZ AT (561)805-6712. |
| | |
| | |
