Date |
Text |
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?) |
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| 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] |
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