| 2019-03-01 10:59:35 | ****CORRECTIONS**** |
| | W.P.B. PERMIT: 19020163 |
| | REVIEWED: MARCH 1, 2019 |
| | |
| | DYLAN BATTLES |
| | BUILDING PLANS EXAMINER PX4191 |
| | [email protected] |
| | 561-805-6718 |
| | |
| | FBC[AMENDED] = FLORIDA BUILDING CODE,6TH EDITION (2017) |
| | FBC[B] = FBC BUILDING |
| | FBC[EXISTING] = FBC EXISTING BUILDING |
| | FBC[A] = FBC ACCESSIBILITY |
| | FBC[E] = FBC ENERGY CONSERVATION |
| | FBC[R] = FBC RESIDENTIAL |
| | |
| | 1) 301.2(7)FIGURE FBC[R]PROVIDE WIND DIAGRAM THAT |
| | MATCHES THE ROOF CONDITION OF THIS HOUSE. |
| | |
| | 2) 301.2(7)FIGURE FBC[R] PROVIDE DIAGRAM OF COMPONANT |
| | AND CLADDING PRESSURE ZONES. |
| | 301.4 FBC[R] DEAD LOAD = __PSF 301.5 FBC[R] LIVE LOAD = |
| | __PSF TOTAL LOAD = __PSF |
| | |
| | 3) 301.5 FBC[R] LIVE LOAD. THE MINIMUM UNIFORMLY |
| | DISTRIBUTED LIVE LOAD SHALL BE AS PROVIDED IN TABLE |
| | R301.5. |
| | |
| | 4) 301.6 FBC[R] ROOF LOAD. THE ROOF SHALL BE DESIGNED |
| | FOR THE LIVE LOAD INDICATED IN TABLE R301.6 |
| | |
| | 5) 107.3.5 FBC[AMENDED] PROVIDE AREA TABULATION ON |
| | PLANS. EXISTING AREA UNDER AIR AND NOT UNDER AIR, NEW |
| | SPACES UNDER/NOT AIR AND NEW TOTALS. |
| | |
| | 6) 107.3.5.3 FBC[AMENDED] PROVIDE SEDIMENT CONTROL TO |
| | KEEP CONSTRUCTION DEBRIS FROM ENTERING ADJACENT |
| | PROPERTIES AND STORM DRAINS DURING CONSTRUCTION. YOU |
| | CAN JUST ADD SILT FENCE DETAIL AND HOW DRAINS ARE |
| | PROTECTED TO THE DRAINAGE PLAN. SOME ENGINEERING |
| | STANDARD DETAILS CAN BE USED FROM WPB WEBSITE-POLLUTION |
| | CONTROL. HTTP://WWW.WPB.ORG/DEPARTMENTS/ENGINEERING-PUB |
| | LIC-WORKS/FORMS,-PERMITS-APPLICATIONS |
| | |
| | 7) 806.5 FBC[R] UNVENTED ATTIC AND UNVENTED ENCLOSED |
| | RAFTER ASSEMBLIES. 5.1.2. WHERE AIR-PERMEABLE |
| | INSULATION IS PROVIDED INSIDE THE BUILDING THERMAL |
| | ENVELOPE, IT SHALL BE INSTALLED IN ACCORDANCE WITH |
| | SECTION 5.1.1. IN ADDITION TO THE AIR-PERMEABLE |
| | INSULATION INSTALLED DIRECTLY BELOW THE STRUCTURAL |
| | SHEATHING, RIGID BOARD OR SHEET INSULATION SHALL BE |
| | INSTALLED DIRECTLY ABOVE THE STRUCTURAL ROOF SHEATHING |
| | IN ACCORDANCE WITH THE R-VALUES IN TABLE R806.5 FOR |
| | CONDENSATION CONTROL. |
| | PLEASE REVIEW THIS SECTION FOR AIR PERMEABLE |
| | INSULATION AT ROOF DECK. |
| | |
| | 8) 806.5 FBC[R] STATE ON PLANS IF THE ATTIC SPACE IS |
| | VENTED OR UNVENTED. |
| | |
| | 9) 802.10.1 FBC[R] TRUSS DESIGN DRAWINGS. TRUSS DESIGN |
| | DRAWINGS, PREPARED IN CONFORMANCE TO SECTION R802.10.1, |
| | SHALL BE PROVIDED TO THE BUILDING OFFICIAL AND APPROVED |
| | PRIOR TO INSTALLATION. |
| | |
| | 10) 807.1 FBC[R] ATTIC ACCESS. BUILDINGS WITH |
| | COMBUSTIBLE CEILING OR ROOF CONSTRUCTION SHALL HAVE AN |
| | ATTIC ACCESS OPENING TO ATTIC AREAS THAT HAVE A |
| | VERTICAL HEIGHT OF 30 INCHES (762 MM) OR GREATER OVER |
| | AN AREA OF NOT LESS THAN 30 SQUARE FEET (2.8 M2). THE |
| | VERTICAL HEIGHT SHALL BE MEASURED FROM THE TOP OF THE |
| | CEILING FRAMING MEMBERS TO THE UNDERSIDE OF THE ROOF |
| | FRAMING MEMBERS. |
| | THE ROUGH-FRAMED OPENING SHALL BE NOT LESS THAN 22 |
| | INCHES BY 30 INCHES (559 MM BY 762 MM) AND SHALL BE |
| | LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE |
| | LOCATION. WHERE LOCATED IN A WALL, THE OPENING SHALL BE |
| | NOT LESS THAN 22 INCHES WIDE BY 30 INCHES HIGH (559 MM |
| | WIDE BY 762 MM HIGH). WHERE THE ACCESS IS LOCATED IN A |
| | CEILING, MINIMUM UNOBSTRUCTED HEADROOM IN THE ATTIC |
| | SPACE SHALL BE 30 INCHES (762 MM) AT SOME POINT ABOVE |
| | THE ACCESS MEASURED VERTICALLY FROM THE BOTTOM OF |
| | CEILING FRAMING MEMBERS. SEE SECTION M1305.1.3 FOR |
| | ACCESS REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS |
| | LOCATED IN ATTICS. |
| | -PLEASE SHOW ATTIC ACCESS ON PLANS, OR INDICATE HOW |
| | ACCESS REQUIREMENT IS MET. |
| | |
| | |
| | |
| | 11) 107.3.4.1 FBC[AMENDED] PROVIDE PRODUCT APPROVALS |
| | FOR TWO FIBERGLASS DOORS, OR INDICATE THAT YOU WOULD |
| | LIKE IT DEFERED. |
| | |
| | 12) 107.3.4.1 FBC[AMENDED] SUBMIT TRUSS SHOP DRAWINGS |
| | TO THE BUILDING INSPECTOR PRIOR TO INSTALLATION. -NO |
| | RESPONSE REQUIRED. |
| | |
| | 13) 905.8 FBC[R] WOOD SHAKES. ALL WOOD SHAKES SHALL BE |
| | INSTALLED IN ACCORDANCE WITH THIS CHAPTER AND THE |
| | MANUFACTURER?S INSTALLATION INSTRUCTIONS, THE CEDAR |
| | SHAKE AND SHINGLE BUREAU NEW ROOF CONSTRUCTION MANUAL |
| | OR RAS 130. THE PRODUCT APPROVAL SHALL STATE THE |
| | ALLOWABLE UPLIFT RESISTANCE FOR THE ATTACHMENT SYSTEM. |
| | THE INSTALLATION OF WOOD SHAKES SHALL BE LIMITED TO |
| | ROOFS WHERE THE ALLOWABLE UPLIFT RESISTANCE IS EQUAL TO |
| | OR GREATER THAN THE DESIGN UPLIFT PRESSURE FOR THE ROOF |
| | LISTED IN TABLE R301.2(2). |
| | |
| | 14) 107.3.4.1 FBC[AMENDED] PROVIDE PRODUCT APPROVALS |
| | FOR ROOFING, OR INDICATE THAT YOU WOULD LIKE THEM |
| | DEFERED. |
| | |
| | 15) 301.2(7) FIGURE FBC[R] PROVIDE WIND DIAGRAM THAT |
| | MATCHES THE ROOF CONDITION OF THIS HOUSE. |
| | |
| | 16) 301.2.1 FBC[R] PROVIDE DESIGN PRESSURES NEEDED FOR |
| | WINDOWS, DOORS AND CLADDING AND COMPONENTS. |
| | PROJECT DATA: |
| | OCCUPANCY = ___ |
| | TYPE OF WALL CONSTRUCTION = _________(ARE THE WALLS |
| | MASONRY, CONCRETE OR WOOD FRAMED?) |
| | METHOD OF DESIGN = (ASCE 7-10?) |
| | RISK CATEGORY = ___(II?) |
| | EXPOSURE CATEGORY = ___(D?) |
| | BUILDING CLASSIFICATION = __________(ENCLOSED/OPEN?) |
| | MAY BE BOTH FOR THIS ADDITION. |
| | MEAN ROOF HGT. = ___FT. ___IN. |
| | WIND SPEED V ULT = _____(170?) |
| | WIND SPEED V ASD = _____(132?) |
| | DESIGN PRESSURE FOR EACH OPENING = +___ & -___ |
| | ZONE OF OPENING = (4 OR 5?) |
| | |
| | NOTES: |
| | |
| | -PLEASE PROVIDE COMMENT RESPONSE SHEET TO EXPLAIN HOW |
| | EACH COMMENT IS BEING ADDRESSED. |
| | |
| | -COMMENTS ARE A BRIEF OVERVIEW OF CODE SECTIONS. |
| | FURTHER REVIEW OF THE REFERENCED CODE SECTIONS WILL BE |
| | REQUIRED. |
| | |
| | -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. |
| | |
| | PLEASE FEEL FREE TO CONTACT ME AT 561-805-6718 (M-F |
| | 8-5) TO DISCUSS COMMENTS, OR E-MAIL ANYTIME |
| | [email protected] |
| | |
| | |
| | |
