| Date |
Text |
| 2018-09-12 09:57:06 | ****CORRECTIONS**** |
| | W.P.B. PERMIT: 18071331 |
| | REVIEWED: SEPTEMBER 11, 2018 |
| | |
| | DYLAN BATTLES |
| | BUILDING PLANS EXAMINER I |
| | [email protected] |
| | 561-805-6718 |
| | |
| | FBC = FLORIDA BUILDING CODE, 6TH EDITION (2017) |
| | FBC A = AMENDMENTS TO THE FLORIDA BUILDING CODE,6TH |
| | EDITION (2017) |
| | FBC EB = FBC EXISTING BUILDING |
| | FBC A = FBC ACCESSIBILITY |
| | FBC EC = FBC ENERGY CONSERVATION |
| | FBC R = FBC RESIDENTIAL |
| | |
| | 1. [FBC AMENDED 109]PLEASE HAVE ENGINEER PROVIDE COST |
| | ESTIMATE BASED ON THE WORK AS IF IT WERE BEING |
| | PERFORMED BY A GENERAL CONTRACTOR. EVEN THOUGH YOU ARE |
| | OWNER/BUILDER THE BUILDING DEPARTMENT FEES ARE |
| | GENERATED BY INDUSTRY COST FOR SIMILAR WORK. IF COST |
| | ESTIMATE CANNOT BE PROVIDED WE WILL ADJUST THE VALUE |
| | BASED ON THE SQUARE FOOTAGE ADDED. |
| | |
| | 2. [FBC R318]INDICATE THE MEANS OF TERMITE PROTECTION |
| | PROPOSED AND HOW IT WILL BE ACCOMPLISHED WITH AN |
| | EXISTING SLAB. |
| | |
| | A) [FBC A107.2.6]THE EXTISTING FOOTING WASN?T DESIGNED |
| | TO HOLD A MASONRY WALL AND ROOF ABOVE. PLEASE PROVIDE |
| | FOOTER THAT WILL MEET CODES BELOW. |
| | [FBC R403.1.4]MINIMUM DEPTH. |
| | EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS THAN 12 |
| | INCHES (305 MM) BELOW THE UNDISTURBED GROUND SURFACE. |
| | WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO |
| | CONFORM TO SECTIONS R403.1.4.1 THROUGH R403.1.4.2. |
| | |
| | B) [FBC R404.1.6]CONCRETE AND MASONRY FOUNDATION WALLS |
| | SHALL EXTEND ABOVE THE FINISHED GRADE ADJACENT TO THE |
| | FOUNDATION AT ALL POINTS A MINIMUM OF 4 INCHES (102 MM) |
| | WHERE MASONRY VENEER IS USED AND A MINIMUM OF 6 INCHES |
| | (152 MM) ELSEWHERE. |
| | |
| | 3. [FBC 2121.1.6]MINIMUM NO. 9 GAUGE TRUSS-TYPE |
| | HORIZONTAL JOINT REINFORCING AT EVERY ALTERNATE COURSE |
| | (16-INCH (406 MM) SPACING], SHALL BE PROVIDED. THIS |
| | REINFORCEMENT SHALL EXTEND 4 INCHES (102 MM) INTO TIE |
| | COLUMNS OR BE TIED TO STRUCTURAL COLUMNS WITH APPROVED |
| | METHODS WHERE STRUCTURAL COLUMNS REPLACE THE TIE |
| | COLUMNS. IN ADDITION, HORIZONTAL JOINT REINFORCEMENT |
| | SHALL COMPLY WITH TMS602/ACI530.1/ASCE 6 SECTIONS 2.4C |
| | THRU 2.4F AND SECTION 3.4B.7. |
| | |
| | 4. FBC R301.4]&[FBC R301.5]PROVIDE DEAD LOAD AND LIVE |
| | LOAD FROM EXISTING ROOF. |
| | [FBC R806]ARE VENTS BEING REMOVED FROM THE OVERHANG? |
| | PROVIDE HOW VENTING IS BEING SUPPLIED AND IF EXISTING |
| | VENTS COVER THE WHOLE ATTIC SPACE. |
| | |
| | 5. [FBC ENERGY R502]WHAT IS EXISTING CEILING MATERIAL |
| | AS IT IS CURRENTLY EXTERIOR PATIO? |
| | HOW WILL R-30 BE INSTALLED IN EXISTING CEILING IF ROOF |
| | AND CEILING ARE NOT BEING REPLACED. |
| | |
| | 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. |
| | |
