| Date |
Text |
| 2003-12-15 00:00:00 | MASTER BUILDING REVIEW CHECKLIST: |
| | 1-ARCHITECT SELAING PLANS TO HAVE HIS |
| | INFORMATION ON PLANS. SEE CHAPTER |
| | 61G1-16.004 FOR ARCHITECT'S OBLIGATION |
| | WHEN SUBMITTING INFORMATION FOR |
| | PUBLIC RECORDS. |
| | 2-PROVIDE SPECIFIC UL ASSEMBLY FOR HOUR |
| | FIRE RATED GLASS BLOCK AND REVISE |
| | DETAIL/SPECS AS SPECIFIED ON SUCH UL |
| | ASSEMBLY.TABLE 600 FBC. |
| | 3-TRUSS DRAWINGS ARE FOR ANOTHER MODEL. |
| | RESUBMIT AS REQUIRED. |
| | **NOTES: A)TRUSS ENGINEER TO SIGN, SEAL, |
| | DATE AND PUT HIS INFORMATION ON TRUSS |
| | LAYOUT AS WELL. CHAPTER 471 FL. ST. |
| | B)ENGINEER OF RECORD TO REVIEW TRUSS |
| | PACKAGE PRIOR TO SUBMITTAL. |
| | C)REVISE INFORMATION ON TRUSS DWGS: |
| | *-DESIGN CRITERIA; ADD ATTIC LIVE LOAD |
| | AS REQ'D BY TABLE 1604.1 FBC 2001. |
| | *-CODE SECTION AND GENERAL NOTES ON |
| | ENGINEERED TRUSSES CITE WRONG CODE. |
| | *UPDATE TPI REFERENCE. SEE CHAPTER |
| | 35 FBC 2001. |
| | |
| | 4-REVISE GARAGE DOOR BUCK DETAIL. HOW IS |
| | 2 3/4" LONG TAPCON GOINT TO ALLOW 2" |
| | EMBEDMENT IN MASONRY IF GOING THRU 2X6 |
| | WOOD BUCK. SEC. 104.2.1.2 OF CITY |
| | AMENDMENTS TO FBC 2001. |
| | 5-REVISE SPECIFICATIONS FOR CEILING |
| | INSTALLATION AT FRONT AND REAR PORCH. |
| | SIZE OF NAIL SPECIFIED IS TOO SHORT. |
| | SEE ASTM C-1063. ALSO, SPECIFY SPACING |
| | 6-CLARIFY/REVISE DESIGN PRESSURES AT |
| | EXTERIOR OPENINGS. TABLES 1606.2A AND |
| | 1606.2E FBC 2001. SOME PRESSURES WERE |
| | CHANGED ON SHEET 3A, BUT, NOT ON 3B. |
| | 7-STORM SHUTTERS: A)STATEWIDE PRODUCT |
| | APPROVAL DOESN'T MATCH DRAWINGS. |
| | THERE ARE 2 DIFFERENT COMPANIES. |
| | B)NEED COMPLETE INSTALLATION SCHEDULE W/ |
| | ANCHOR TYPE AND SPACING. |
| | C)CLEARLY MARK ON DRAWINGS SPECIFIC |
| | MOUNTING CONDITIONS, ANCHOR TYPE AND |
| | SPACING TO BE USED ACCORDING TO THE |
| | EDGE DISTANCE, CONNECTION TYPE, PANEL |
| | SPAN, DESIGN PRESSURES AND STRUCTURE |
| | TO BE ATTACHED TO. SEC. 104.2.1.2 |
| | CITY AMENDMENTS TO FBC 2001. |
| | |
| | 8-ENGINEER OF RECORD TO SPECIFY ROOF |
| | TILE FASTENING AS REQ'D BY SECTION |
| | 104.2.1.1 CITY AMENDMENTS TO FBC 2001. |
| | |
| | 9-PROVIDE FLORIDA PRODUCT APPROVALS OR |
| | SITE SPECIFIC ENGINEERING FOR: |
| | A)GARAGE DOORS. |
| | B)GLASS BLOCK. |
| | C)DOORS AND WINDOWS. NORANDEX DRAWINGS |
| | DON'T MATCH FLORIDA PRODUCT APPROVAL. |
| | D)STRUCTURAL CONNECTORS. EG: TRUSS |
| | ANCHORS. |
| | E)WINDOW MULLIONS. |
| | |
| | 10-REVISE/UPDATE TRUSS ANCHOR SCHEDULE |
| | AND ALL DETAILS THAT ARE AFFECTED BY |
| | SEC. 1609.4.3 FBC 2001 WHICH DOESN'T |
| | ALLOW ALLOWABLE STEEL STRESS TO BE |
| | INCREASED. PROVIDE CALCULATIONS FOR |
| | VALUES OTHER THAN THOSE PUBLISHED ON |
| | THE CATALOGUE. SEC. 104.2.1.2 CITY |
| | AMENDMENTS TO FBC 2001. |
| | 11-REVISE GARAGE BUCK DETAIL. HOW IS 2" |
| | EMBEDMENT INTO COLUMN ACHIEVED WITH |
| | 2 3/4" TAPCON GOING THRU 2X6 BUCK? |
| | SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| | 12-REVISE WINDOW BUCK DETAIL. SEE SEC. |
| | 1707.4.4.2 FBC 2001 FOR PROPER BUCK |
| | INSTALLATION. |
| | 13-SHEET 37: MISSING CONNECTOR AT ONE |
| | END OF GIRDER TRUSS AT PORCH. SECTION |
| | 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| | B)CLARIFY WHERE IS CONNECTOR EHUH 28-3 |
| | TAKEN FROM. UNABLE TO FIND IN USP |
| | REVISED CATALOGUE. |
| | |
| | |
| | IF YOU HAVE ANY QUESTIONS, PLEASE CALL |
| | JULIO GOMEZ @ 805-6712. |
