| Date |
Text |
| 2004-03-04 00:00:00 | DENIED |
| | |
| | 1) REVISE NOTE #11 UNDER PLAN NOTES ON |
| | C1 TO INCLUDE AREAS IN WIND BORNE DEBRIS |
| | REGIONS WHICH ALSO REQUIRED IMPACT |
| | PROTECTION FOR GLAZED OPENINGS. SEE |
| | FBC 1606.1.4. |
| | |
| | 2) REVISE NOTE #15 UNDER FRAMING NOTES |
| | ON C1 TO SPECIFY THAT HIGH RIB METAL |
| | LATH IS REQUIRED TO BE ATTACHED AT EACH |
| | RIB (4"OC) PER ASTM C 1063. |
| | |
| | 3) SPECIFY THE TRUSS BOTTOM CORD LIVE |
| | LOAD ON THE PLANS. FBC TABLE 1604.1 |
| | REQUIRES ATTICS WITHOUT STORAGE TO HAVE |
| | A LIVE LOAD OF 10 PSF AND 30 PSF FOR |
| | ATTICS WITH STORAGE. |
| | |
| | 4) ONE HOUR FIRE RATED GLASS BLOCK IS |
| | REQUIRED ON THE ZERO LOT LINE. PLEASE |
| | SPECIFY THIS ON THE PLANS. |
| | |
| | 5) SOME OF THE WINDLOAD PRESSURES AND |
| | OPENING SIZES ARE MISSING FROM THE RIGHT |
| | ELEVATION ON A4. |
| | |
| | 6) REVISE THE SLIDING GLASS DOOR BUCK |
| | DETAIL TO STATE THAT THEY ARE FASTENED |
| | THROUGH THE BUCK AND NOT TO THE BUCK. |
| | SEE FBC 1707.4.4.2. |
| | |
| | 7) SPECIFY THE LENGTH/EMBED DEPTH OF THE |
| | 1/2" ANCHOR BOLTS FOR THE GARAGE DOOR |
| | BUCKS ON A4. |
| | |
| | 8) SPECIFY ON THE PLANS THAT THE DOOR |
| | FROM THE GARAGE TO CONDITIONED SPACE IS |
| | INSULATED OR SOLID CORE AS REQUIRED BY |
| | FBC CHAPTER 13 SECTION 603. |
| | |
| | 9) REVISE THE SEMCO TRUSS CONNECTOR |
| | SPECIFIED IN DETAIL 9 ON A5 TO A CURRENT |
| | ANCHOR WITH STATE OR LOCAL PRODUCT |
| | APPROVAL. |
| | |
| | 10) REVISE THE TRUSS CONNECTOR SCHEDULE |
| | ON A6 TO VALUES THAT DO NOT INCLUDE A |
| | ONE-THIRD INCREASE FOR THE STEEL |
| | CALCULATIONS WHICH IS NO LONGER ALLOWED |
| | BY FBC 1609.4. SEE CURRENT TRUSS |
| | CONNECTOR CATALOGS. VERIFY THAT ANCHORS |
| | SPECIFIED ON ROOF FRAMING PLAN WILL |
| | WORK WITH ADJUSTED ANCHOR VALUES. |
| | |
| | 11) THE INSTALLATION DRAWING SUBMITTED |
| | FOR THE GARAGE DOOR IS FOR A 9' WIDE |
| | DOOR AND THE ONE SHOWN ON THE PLANS IS |
| | 16' WIDE. SUBMIT THE APPROPRIATE |
| | INSTALLATION DRAWINGS. |
| | |
| | 12) PRODUCT APPROVALS SUBMITTED WITH |
| | PERMIT APPLICATION AFTER OCTOBER 1, 2003 |
| | ARE REQUIRED TO COMPLY WITH THE FLORIDA |
| | PRODUCT APPROVAL SYSTEM. FOR INFORMATION |
| | PLEASE SEE THE STATE WEBSITE AT |
| | WWW.FLORIDABUILDING.ORG. PRODUCTS WITH |
| | STATEWIDE APPROVAL ARE REQUIRED TO BE |
| | SUBMITTED WITH A COVER SHEET THAT LISTS |
| | THE PRODUCT IDENTITY NUMBER FROM THE |
| | STATE. IF THE PRODUCT DOES NOT HAVE |
| | STATEWIDE APPROVAL, SUBMIT AN APPLICA- |
| | TION FOR LOCAL PRODUCT APPROVAL OR SITE |
| | SPECIFIC FORM PER RULE 9B-72. |
| | |
| | 13) THE STORM PANEL INSTALLATION |
| | SCHEDULE APPEARS TO BE IN ERROR. THE |
| | ANCHOR SPACING OF 6" SHOULD BE FOR ITEM |
| | #9 AND NOT #8. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
