Date |
Text |
2003-12-24 00:00:00 | BUILDING REVIEW CHECKLIST: |
| 1-LOAD SCHEDULE: ADD THE 30PSF/10PSF |
| ATTIC LIVE LOAD AS REQUIRED BY TABLE |
| 1604.1 FBC 2001. |
| 2-PROVIDE COMPLETE INFORMATION FOR STORM |
| SHUTTERS INCLUDING FLORIDA PRODUCT |
| APPROVAL. |
| 3-REVISE ROOF SHEATHING AND NAILING NOTE |
| AND DIAPHRAGM SCHEDULE ON SHEET S-3. |
| SEE TABLE 2306.1 CITY AMENDMENTS TO |
| FBC 20001 FOR REQUIRED NAILING SIZE & |
| SPACING AT 25' MEAN ROOF HEIGHT. |
| 4-SHEET A-5: REVISE HANDRAIL HEIGHT TO |
| COMPLY WITH SEC. 1007.5.1 FBC 2001. |
| 5-PROVIDE COMPLETE SOIL TEST REPORT WITH |
| SOIL BEARING PREPARATION AND BEARING |
| CAPACITY. SECTION 1804.2.2 OF CITY |
| AMENDMENTS TO FBC 2001. |
| 6-PROVIDE FLORIDA PRODUCT APPROVALS OR |
| SITE SPECIFIC ENGINEERING FOR ROOF |
| TILE, ALL TYPES OF WINDOWS AND DOORS |
| (SEE PLANS), WINDOW MULLIONS, TRUSS |
| ANCHORS. VISIT WWW.FLORIDABUILDING.ORG |
| FOR ALL THE INFORMATION REQUIRED TO BE |
| SUBMITTED. |
| 7-SHEET S-3: REVISE CONNECTOR TC-5. THIS |
| IS A WOOD TO WOOD CONNECTOR, WHILE, |
| APPLICATION IS WOOD TRUSS TO MASONRY. |
| SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| 8-ARCHITECT TO PROVIDE ALL INFORMATION |
| ON TITLE BLOCK AS REQUIRED BY SECTION |
| 61G1-16.004 OF THE FLORIDA ADMINISTRA- |
| TIVE CODE. |
| 9-ARCHITECT TO UPDATE SPECIFICATIONS ON |
| SHEET C-1. SEE COMMENTS. |
| 10-SHEET A-1: CLARIFY NOTE #24. WHAT'S |
| THE HEIGHT OF THE HANDRAIL?. |
| |
| |
| IF YOU HAVE ANY QUESTIONS, PLEASE CALL |
| JULIO GOMEZ AT 805-6712. |