Date |
Text |
2003-11-06 00:00:00 | BUILDING CHECKLIST: |
| 1-ARCHITECT SEALING PLANS TO HAVE HIS |
| NAME WRITTEN AS REQ'D BY CHAPTER |
| 61G1-16.004. |
| **ALSO, ARCHITECT TO DATE PLANS WHEN |
| SEALING THEM. |
| 2-DESIGN CRITERIA: SPECIFY ATTIC LIVE |
| LOAD AS REQUIRED BY TABLE 1604.1 |
| FBC 2001 FOR STORAGE OR NON-STORAGE. |
| 3-REVISE ONE HR FIRE RATED GLASS BLOCK |
| ASSEMBLY DETAIL. PROVIDE SPECIFIC UL |
| ASSEMBLY LISTING TO BE USED AND REVISE |
| DETAIL TO MATCH ULSPECIFICATIONS. |
| **NOTE: 12"X12"X4" GLASS BLOCK DOESN'T |
| MEET THE SPECS FOR ONE HR FIRE RATING. |
| SEE UL LISTED ASSEMBLY. |
| 4-SPECIFY SUPPORTS AND SPACING FOR WWM |
| IN CONCRETE SLAB. SEE SEC. 1909.3 FBC |
| 5-PROVIDE 2 COMPLETE SETS (SIGNED AND |
| SEALED) OF TRUSS DRAWINGS REVIEWED BY |
| ENGINEER OF RECORD. |
| 6-SPECIFY SAFETY GLASS AT: A)BATHRM #2. |
| B)ENTRY DOOR SIDELITE. |
| C)GLASS BLOCK IF FACE THICKNESS IS LESS |
| THAN 0.25". |
| SECTION 2405.2 FBC 2001. |
| 7-CLARIFY GARAGE DOOR FASTENER SPACING. |
| SEE DETAIL B/4 AND NOTES ON DWG #2. |
| ALSO, CLARIFY WHY ARE THERE MORE FASTE |
| NERS AT HEADER THAN AT JAMBS IF GARAGE |
| DOORS ARE TRANSFERRED TO THE JAMBS, |
| NOT TO THE HEADER. SECTION 104.2.1.2 |
| CITY AMENDMENTS TO FBC 2001. |
| 8-PROVIDE DETAIL/SPECS FOR CEILING INSTA |
| LATION AT FRONT AND REAR PORCHES. SEE |
| ASTM C-926 AND ASTM C-1063 AND SPECIFY |
| ALL MATERIALS AND FASTENERS. |
| SEC. 2504.2 FBC 2001. |
| 9-SPECIFY CALCULATED UPLIFT LOADS ON |
| ROOF FRAMING PLANS. SEC. 104.2.1.2 |
| CITY AMENDMENTS TO FBC 2001. |
| 10-CLARIFY/REVISE DESIGN PRESSURES AT |
| EXTERIOR OPENINGS. VALUES GIVEN DON'T |
| CORRESPOND TO TABLES 1606.2A AND |
| 1606.2E FBC 2001 ACCORDING TO LOCATION |
| (END OR INTERIOR ZONE). ALSO, HOW COME |
| LARGER OPENINGS WILL HAVE THE SAME |
| PRESSURES AS SMALLER OPENINGS. SECTION |
| 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| 11-STORM SHUTTERS: A)PROVIDE STATEWIDE |
| PRODUCT APPROVAL AS OF OCT. 1ST. 2003. |
| SEE ATTACHED QUESTIONS & ANSWERS COPY. |
| B)PROVIDE KEY PLAN AND COMPLETE INSTALLA |
| TION SCHEDULE. |
| C)CLEARLY MARK ON DRAWINGS SPECIFIC |
| MOUNTING CONDITIONS AND ANCHOR TYPE & |
| SPACING TO BE USED ACCORDING TO THE |
| DESIGN PRESSURES, EDGE DISTANCE, PANEL |
| SPAN, CONNECTION TYPE AND STRUCTURE TO |
| BE ATTACHED TO (MASONRY OR CONCRETE). |
| |
| 12-OWNER/AGENT AND PREPARER TO SIGN AND |
| DATE ENERGY CALCULATIONS. |
| 13-PROVIDE STATEWIDE PRODUCT APPROVALS |
| FOR DOORS, WINDOWS, MULLIONS, ROOF |
| REQUIRED AS OF OCT. 1ST 2003. SEE |
| FLORIDA PRODUCT APPROVAL QUESTIONS AND |
| ANSWERS COPY. ATTACHED. |
| 14-SEE COMMENTS ON MARKED SET OF PLANS & |
| RETURN REVIEWED SET AFTER CORRECTIONS |
| ARE DONE TO ORIGINAL SET TO EXPEDITE |
| REVIEW PROCESS WITHOUT HAVING TO GO |
| OVER ALL PLANS AGAIN. |
| 15-UPDATE INFORMATION ON SHEET 1. SEE |
| COMMENTS ON PLAN. |
| 16-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 REVISED ANCHOR CATALOGUE. SECTION |
| 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| B)SPECIFY SPECIFIC ANCHOR, STRAP SIZE TO |
| PROPERLY CHECK LOADS. |
| 17-NOTE #8 ON SHEET #2: CLARIFY WHY |
| NAILING IS NOT REQUIRED AT EDGES. SEC. |
| 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| 18-SHEET #4:A)SPECIFY ROOF TILE FASTENER |
| SEC. 104.2.1.1 CITY AMENDMENTS TO FBC. |
| B)REVISE BUCK DETAILS. SEE SECTION |
| 1707.4.4.2 FBC 2001 FOR PROPER BUCK |
| INSTALLATION. |
| C)COMPLETE DOOR BUCK DETAIL. SHOW DOOR & |
| SEE SEC. 1707.4.4.2 FBC 2001. |
| D)CLARIFY DETAIL 5/4. HOW ARE 2 2X4'S |
| FASTENED WITH 3" LONG TAPCON?. SEC. |
| 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| E)STUCCO ON PLAYWOOD SHEATHING TO BE |
| 7/8" MIN. SEE ASTM C-926. |
| |
| 19-SHEET #7: A)SPECIFY UPLIFT LOADS AT |
| PORCH GIRDER TRUSS. SECTION 104.2.1.2 |
| CITY AMENDMENTS TO FBC 2001. |
| B)CLARIFY WHERE IS CONNECTOR EHUH 28-3 |
| TAKEN FROM?. UNABLE TO FIND ON USP |
| CATALOGUE 2003 (REVISED CATALOGUE). |