| Date |
Text |
| 2004-01-14 00:00:00 | BUILDING REVIEW CHECKLIST: |
| | 1-ARCHITECT TO COMPLY WITH ALL REQUIRE- |
| | MENTS OF CHAPTER 481 WHEN SUBMITTING |
| | DRAWINGS FOR PUBLIC RECORD. |
| | 2-NEED RECORDED NOTICE OF COMMENCEMENT. |
| | 3-PROVIDE COMPLETE FLORIDA/SITE SPECIFIC |
| | PRODUCT APPROVAL FOR EXTERIOR DOOR AND |
| | WINDOWS, ROOF TILE AND TRUSS ANCHORS. |
| | 4-PROVIDE SPECIFIC UL LISTING FOR GLASS |
| | BLOCK RATED 1HR RATED ASSEMBLY AND |
| | REVISE DETAIL TO MATCH LISTED ASSEMBLY |
| | SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| | 5-GARAGE BUCK DETAIL AND NOTES ON DWG #2 |
| | DON'T MATCH. CHECK FASTENER SIZE. |
| | 6-TRUSS ANCHOR SCHEDULE: SPECIFY SIZE OF |
| | USP RT STRAP USED. SEC. 104.2.1.2 CITY |
| | AMENDMENTS TO FBC 2001. |
| | 7-DESIGNER OF RECORD TO SPECIFY ROOF |
| | TILE FASTENERS. SEC. 104.2.1.1 CITY |
| | AMENDMENTS TO FBC 2001. |
| | 8-REVISE WINDOW BUCK DETAIL. SEE SEC. |
| | 1707.4.4.2 FBC 2001 FOR PROPER BUCK |
| | INSTALLATION. |
| | 9-A)REVISE DESIGN PRESSURES FOR EXTERIOR |
| | OPENINGS. SEE TABLES 1606.2B AND |
| | 1606.2E ACCORDING TO SIZE & LOCATION. |
| | PROVIDE CALCULATIONS FOR DESIGN PRESSU |
| | RES THAT DIFFER FROM ABOVE TABLES. SEC |
| | 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| | B)SIMPSON EG7 CONNECTOR HAS DIFFERENT |
| | FASTENERS THAN SHOWN ON CATALOGUE. |
| | PROVIDE ENGINEERING CALCS SHOWING |
| | COMPLIANCE WITH SEC. 1609.4.3 FBC 2001 |
| | REGARDING STEEL STRESS INCREASE. |
| | |
| | IF YOU HAVE ANY QUESTIONS, PLEASE CALL |
| | JULIO GOMEZ AT 805-6712. |
