| Date |
Text |
| 2019-01-31 16:31:36 | ****CORRECTIONS**** |
| | W.P.B. PERMIT: 18120653 |
| | REVIEWED: JANUARY 31, 2019 |
| | |
| | DYLAN BATTLES |
| | BUILDING PLANS EXAMINER I |
| | [email protected] |
| | 561-805-6718 |
| | |
| | FBC[AMENDED] = FLORIDA BUILDING CODE,6TH EDITION (2017) |
| | FBC[EXISTING] = FBC EXISTING BUILDING |
| | FBC[E] = FBC ENERGY CONSERVATION |
| | FBC[R] = FBC RESIDENTIAL |
| | |
| | 1. 401.2 FBC[RE] THE ENERGY CALCULATION CALL FOR |
| | UNVENTED ROOF/CEILING BUT THE PLANS SHOW VENTED. PLEASE |
| | CO-ORDINATE WHICH METHOD IS BEING USED. |
| | |
| | IF USING UNVENTED ATTIC AND UNVENTED ENCLOSED RAFTER |
| | ASSEMBLIES, SEE 806.5 FBC[R] FOR REQUIREMENTS. |
| | |
| | IF VENTING THAN ACCOUNT FOR CLEAR SPACE AT ROOF DECK. |
| | 806.3 FBC[R] VENT AND INSULATION CLEARANCE. WHERE EAVE |
| | OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT |
| | BLOCK THE FREE FLOW OF AIR. NOT LESS THAN A 1-INCH (25 |
| | MM) SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND |
| | THE ROOF SHEATHING AND AT THE LOCATION OF THE VENT. |
| | |
| | 103.1.1.2 FBC[RE] PLEASE UPDATE THE ENERGY CALCULATIONS |
| | AS APPLICABLE AND HAVE THE OWNER OR AGENT SIGN THEM |
| | UNDER THE SIGNATURE OF THE PREPARER. |
| | |
| | 2. 403.1.1 FBC[R] MINIMUM SIZE. THE MINIMUM WIDTH, W, |
| | AND THICKNESS, T, FOR CONCRETE FOOTINGS SHALL BE IN |
| | ACCORDANCE WITH TABLES R403.1(1) THROUGH R403.1(3) AND |
| | FIGURE R403.1(1) AS APPLICABLE. MINIMUM SIZES FOR |
| | CONCRETE AND MASONRY FOOTINGS SHALL ALSO BE REQUIRED TO |
| | PROVIDE ADEQUATE RESISTANCE TO UPLIFT AND OVERTURN OF |
| | THE BUILDING AS DETERMINED FROM TABLE R401.1 AND |
| | SECTION R403.1.2 OR AS CALCULATED USING ENGINEERED |
| | DESIGN IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, |
| | BUILDING. THE FOOTING WIDTH SHALL BE BASED ON THE |
| | LOAD-BEARING VALUE OF THE SOIL IN ACCORDANCE WITH TABLE |
| | R401.4.1. |
| | 403.1.4 FBC[R] MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL |
| | BE PLACED NOT LESS THAN 12 INCHES (305 MM) BELOW THE |
| | UNDISTURBED GROUND SURFACE. |
| | -WHAT IS THE THICKNESS OF EXISTING SLAB AND HOW WILL |
| | IT MEET 403.1.1 FOR MINIMUM SIZE? |
| | |
| | 3. 506.2.3 FBC[R] VAPOR RETARDER. A 6-MIL (0.006 INCH) |
| | POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS |
| | LAPPED NOT LESS THAN 6 INCHES (152 MM) SHALL BE PLACED |
| | BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE COURSE OR |
| | THE PREPARED SUBGRADE WHERE NO BASE COURSE EXISTS. |
| | -WILL A VAPOR BARRIER BE PROVIDED BETWEEN EXISTING AND |
| | NEW CONCRTET TOPPING? |
| | |
| | 4. 107.3.4.1 FBC[AMENDED] PROVIDE PRODUCT APPROVALS |
| | WINDOW MULL. |
| | |
| | 5. 301.2.1.2 FBC[R] PROTECTION OF OPENINGS. |
| | -PROVIDE NOTES/DETAILS FOR PROTECTION FROM WINDBORNE |
| | DEBRIS TO ALL EXTERIOR OPENINGS INCLUDING WINDOWS. |
| | THE PRODUCT APPROVAL SUBMITTED FOR WINDOWS IS NOT |
| | IMPACT RATED. --PLEASE PROVIDE PRODUCT APPROVAL FOR |
| | IMPACT PROTECTION. |
| | ALSO, NOTE THAT THE FIBERGLASS DOOR IS APPROVED IMPACT |
| | AS LONG AS ANY GLASS IN THE DOOR IS IMPACT RATED OR |
| | OPAQUE PANEL. |
| | |
| | NOTE: |
| | -PLEASE PROVIDE COMMENT RESPONSE SHEET TO EXPLAIN HOW |
| | EACH COMMENT IS BEING ADDRESSED. |
| | -ADDITIONAL COMMENTS MAY BE FORTHCOMING PENDING REVIEW |
| | OF MATERIALS REQUESTED. |
| | -WHEN RESUBMITTING, PROVIDE TWO IDENTICAL COLLATED SETS |
| | OF DOCUMENTS FOR ISSUANCE. OLD SHEETS (BOTH SETS) |
| | SHOULD BE RETAINED IN THE PACKAGE; PLEASE DO NOT |
| | DISCARD ANY DOCUMENTS. THEY SHOULD BE BOUND TOGETHER |
| | SEPARATELY FROM THE TWO ISSUANCE SETS AND MARKED "VOID" |
| | OR "OLD SHEETS". PLEASE DO NOT STAMP THE PLANS VOID AS |
| | APPLICANTS ARE INADVERTENTLY STAMPING SHEETS THAT WE |
| | NEED "VOID", RENDERING THEM NOT USABLE. |
| | |
